Loading...
HomeMy WebLinkAbout49034-Z g1S�FOlk Town of Southold �o� oozy 8/22/2024 0 P.O.Box 1179 o - 53095 Main Rd yjj01ao�,� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45487 Date: 8/22/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 5775 Mill Rd,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-6-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/9/2022 pursuant to which Building Permit No. 49034 dated 3/17/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations to an existing restaurant with second floor apartment and 3rd floor attic storage only as applied for per ZBA#7573,dated 12/16/2021 and ZBA De Minimus approval dated 8/1/2023. (The Old Mill Inn) The certificate is issued to North Fork Project LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C-21-0373 3/20/2024 ELECTRICAL CERTIFICATE NO. 49034 7/26/2024 PLUMBERS CERTIFICATION DATED 6/3/2024 Plumbing&Yeating Au 00 z d Signature fat , TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE oy • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49034 Date: 3/17/2023 Permission is hereby granted to: North Fork Project LLC c/o David J Jannuzzi Esq 13235 Main Rd Mattituck, NY 11952 To: Construct additions and alterations to an existing commercial restaurant with existing second story living quarters as applied for per ZBA, Trustees, DEC, SCHD, and Flood Plain approvals.' Additional certification will be required. *Application is not deemed a demolition as per town definition. l267.24 Amended-for interior_al=motions,exterior rampdoorand windovic alterations as_' eapplIed for per re_vjsed_SCHD-and-ZBA_approvals:Attic is-to-remain-storage onI-y. At premises located at: 5775 Mill Rd, Mattituck SCTM #473889 Sec/Block/Lot# 106.-6-3 Pursuant to application dated 11/9/2022 and approved by the Building Inspector. To expire on 9/15/2024. Fees: Total: $49042.65 Building Inspector �SfyfFD^=rl� TOWN OF SOUTHOLD BUILDING DEPARTMENT co TOWN CLERK'S OFFICE SOUTHOLD, NY r BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49034 Date: 3/17/2023 Permission is hereby granted to: North Fork Project LLC c/o David J Jannuzzi Esq 13235 Main Rd Mattituck, NY 11952 To: Construct additions and alterations to an existing commercial restaurant with existing second story living quarters as applied for per ZBA, Trustees, DEC, SCHD, and Flood Plain approvals. Additional certification will be required. *Application is not deemed a demolition as per town definition., At premises located at: 5775 Mill Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 106.-6-3 Pursuant to application dated 11/9/2022 and approved by the Building Inspector. To expire on 9115/2024. Fees: COMMERCIAL ADDITION/ALTERATION $2,394.07 CO-COMMERCIAL $50.00 Flood Permit $100.00 Total: $2,544.07 Building Inspector O�g�FFQlMcOG TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49034 Date: 3/17/2023 Permission is hereby granted to: North Fork Project LLC c/o David J Jannuzzi Esq 13235 Main Rd Mattituck, NY 11952 To: Construct additions and alterations to an existing commercial restaurant with existing second story living quarters as applied for per ZBA, Trustees, DEC, SCHD, and Flood Plain approvals. Additional certification will be required. *Application is not deemed a demolition as per town definition. "-3/26/24_Am.ended=for interior_alterat ions,-exterior-ramp,-door an-d-window-alterations as eR,appliedf_orper-r-evised-SCHD-and-Z-BA-approvals._Attic_is�to_r_emain-storag oe n[y`j At premises located at: 5775 Mill Rd, Mattituck SCTM #473889 Sec/Block/Lot# 106.-6-3 Pursuant to application dated 11/9/2022 and approved by the Building Inspector. To expire on 9/15/2024. Fees: Total: $4,042.65 Building Inspector pF SO!/ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q ,�. • �o sean.devlina-town.southold.ny.us Southold,NY 11971-0959 �ycom,��' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: North Fork Project LLC Address: 5775 Mill Rd City:Mattituck St: NY zip: 11952 Building Permit#: 49034 Section: 106 Block: 6 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Wildwood Electric License No: 4836ME SITE DETAILS Office Use Only Residential Indoor X Basement Service X Commerical X Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey 3rd Floor X Garage INVENTORY Service 1 ph Ceiling Heater 3 Duplec Recpt 41 Ceiling Fixtures 18 Bath Exhaust Fan 6 Service 3 ph X Hot Water Gas GFCI Recpt 38 Wall Fixtures 63 Smoke Detectors Main Panel 200X3 A/C Condenser 4 PlugMold 8' Recessed Fixtures 29 CO Detectors Sub Panel 100A A/C Blower 4 Range Recpt Gas/5 Hand Dryer 2 Combo Smoke/CO Transfer Switch 120OX31 UC Lights Dryer Recpt 30A Emergency Strobe 11 1 Heat Detectors Disconnect 7 Switches 73 Z LED 71 Exit Fixtures 7 Step Lights 30 Other Equipment: DW(2) w/ 100A Lockout Breaker; Hood-Ansel, Fresh Air Intake, Oven(2) Gas & 50A, 200A Panel 54 Circuit/ 53 Used, 200A 54/32, 200A 54/29, Sub 100A 12/ 5 Used for Acc. Walk-In Notes: Restaurant, Accessory Walk-In Fridge & 600A Service Inspector Signature: - Date: July 26, 2024 S.Devlin-Cent Electrical Compliance Form ' 4 MVaodr 3 Town HsllAnnex Telaphow(631)765-i802 S437S Man Reid ; , Fart(631)76"502 Southold.NX 11971-09S9nD E C 10 V E 1 su DINC)MOARTi► IM JUN - 20 TOWN OF Box"How 4. 24 Building Department Town of Southold w�4.. C;�TIF�TCA ;,Y01�: ;pate: Buxiding.ParmitNo. Owner... rp. (Piaasaprint ' reawdlotdo wider used in the watvuvuppiy.aystem contains le{althan,'2110-o£1% lead. " �Signaaue) Swmn:to:i OW-me this LOREITA LAMB L. - Notary •, :1' Pubfio;Stdia of NeWyo* e #01 LA6179883 e ausiified in Suffolk County Term Expires December S1, pf SOUTy�Io # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PL13G. r UNDATION 2ND [ ] INSULATION/CAULKING AMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ,] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O ] RENTAL REMAR S: t l wVA% it DV/V I Ais w -w kjE� DATE INSPECTOR SOUTyo� �� �/ 1f D jI LDI /Ge DEPT. TOWN OF SOUTHOL BU °ycourm,��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION 1,si4�LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: .5 G DATE (!i INSPECTOR OP SOUIy�� # TOWN OF SOUTHOLD BUILDING DEPT. courme 631-765-1802 qqQ5`1 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] -FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION . [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ���(/ Ar✓�- - W � 9)e, Al-ar"miev..- au pwh . �&A rAn1'� Co vv;vm,,," Am ""-Av�Klkaov, f- ,Ivm V404/.'I- DATE 0 'YD INSPECTOR �o�apF SOUIyOlo y 7C� -5 y # # TOWN OF SOUTHOLD BUILDING DEPT. couffom 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] -FINAL [ ] FIREPLACE & CHIMNEY IRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ 401c-5 PRE C/O [ ] RENTAL REMARKS: � DATE INSPECTOR OF SOUTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. `�courm '' 631-765-1802 INSPECTION �C [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION r [ ] PRE C/O [ ] RENTAL REMARKS: "owl 0,01Cf-iod/ w4 Fore "WL.01A o� DATE INSPECTOR • �DOE SOUj,�,o# y TOWN O SOUTHOLD_ BUILDING DEPT. <<� . J� °`y�o,�,,►,N� 631-765-1802 �7�� PV4 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ' ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ } FIREPLACE & CHIMNEY''. ' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [. ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: � , r AV 45: c���� rA � 0 G _ Ql c Ira s24 gel J -�1h\ /s- e arl 4a'r cLej ovIldl- A'PEd- .0o, -A a er P . 4f)Ae k/A kzj-�- DATEE INSPECTOR OF SOUTy�� -- * TOWN OF OUTHOLD BUILDING DEPT. �ycourm��' 631-765-1802 INSPECTION , j ] . FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ' .[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION /[ _] PRE C/O [ ] RENTAL REMARKS: U rC /. DATE u INSPECTOR OE SOUIyOIo � # # TO�IWNVOF SbUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ]. FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ]: FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]. FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ' XELECTRICAL (FINAL) [ ]. CODE VIOLATION [ .] PRE C/O [ ]. RENTAL REMARKS: U 04Z- DATE hw INSPECTOR OF SOGTyO� a # . # TOWN OF SOUTHOLD BUILDING DEPT. cou►�� 631 765-1802 0 INSPECTION [ ] FOUNDATION 1ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND . [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING FINAGMM4 [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: CS �✓�4k> r�w c�s Su � � A a �_*LL4 � w Jl u tc ,., c o fb o 1 DATE INSPECTOR OF SOUTyOlo -1 10 S 6 70 V M S �l #. TOWN OF-SOUTHOLD,BUILDING DEPT. coo 631-765-1802 INSPECTION , [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ] -FIREPLACE & CHIMNEY. .[ ]. FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [- ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [/ �] PRE C/O [ ] , RENTAL REMARKS: r e h-t- -tt DATE -INSPECTOR- Suffolk County Department of Health Services Bureau of Public Health Protection Plan Review Unit 360 Yaphank Ave,Suite 2A <` Yaphank, NY 11980 CERTIFICATE OF APPROVAL CONSTRUCTION OR ALTERATION OF FOOD SERVICE ESTABLISHMENT Approval is issued under the provisions of Article 13, Section 1304 of the.Suffolk County Sanitary Code Establishment Name Establishment Address The Old Mill Inn 5775 W Mill Road Mattituck, NY 11952 The Following Conditions Apply • This approval does not constitute approval by any other state or local agency • This certificate is not a permit to operate a food service establishment.The operator must call the Department at 631-852-5999 to arrange an inspection of the completed construction prior to operation • The proposed construction is in conformity with the plans and specifications approved by the.Department • Approval is based upon the application,plans and menu provided.Any changes require written approval from the Department of Health Services • This approval is valid for 2 years.Extensions may be granted upon written request to the Department prior to the expiration date • The applicant shall comply with the following amendments to the plans and specifications: 1. Properly plumbed and air-sapped indirect drains provided as necessary. 2. Foods transported from the Tower walk-in box to the kitchen door must be covered and protected from contamination during transport. 3. Dual drainboards are required at the 3 compartment sink. (Dirty drainboard can't be located above the sink. Below ok.) 4. Proof of connection to public water required or well water lab analysis required 5. Time as a public health control (TPHC)procedure and documentation must be on site for shellfish stored in non- refrigerated cold well at Oyster Bar 6. Final approval from the Suffolk County Department of Health Services'Office of Wastewater Management is required before a pre-operational inspection can be conducted.Contact the Office of Wastewater Management at(631)852-5700 with questions. 7. Establishment has been approved for a total of 55 seats.45 dining and 10 seasonal bar seats. Issued for the Commissioner of Health Sint wvLe�Ficti na4 w- Designated Representative 2/1/2023 14�q Daniel J. Goodwin Tel. (631) 765-3140 Superintendent Fax (631) 765-1750 apF Soolyo�o m ae o�*COS N Highway Department Town of Southold 275 Peconic Lane • P.O. Box 178 • Peconic, N.Y. 11958-0178 September 14, 2022 MARTIN D. FINNEGAN, ESQ. FINNEGAN LAW P.C. 13250 Main Road P.O. Box 1452 Mattituck, New York 11952 Re: Old Mill Inn SCTM# 1000-106-06-03 &SCTM# 1000-106-06-4.1 Mr. Finnegan, As discussed the Southold Town Highway Department would not object to the opening of the roadway between SCTM parcel# 1000-106-06-03 and SCTM parcel# 1000-106=06-4.1 for the purposes of replacement or future need of replacement of the sanitary main line. For circumstances such as these the Town of Southold has a road opening permit process which is administrated through the Highway Department. The road opening permit application can be found on the Town of Southold website or picked up at the Highway Department office located at 275 Peconic Lane, Peconic, NY 11958. Respectfully, Daniel Goodwin Superintendent of Highways Town of Southold r_.., ` JM2 - VAR - 8 2023 �• RC1h IT E C T U R E P c 2410 North Ocean Avenue,Suite 300 �- Farmingville, New York 11738 3 T. (631)320-3305 F. (631) 320-3307 March 8, 2023 Town of Southold Building Department Town Hall Annex,54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Attention:Tracey Dwyer Re: 5775 W Mill Rd, Mattituck, NY 11952 SCTM#1000-106-6-3 Dear Tracey Dwyer, This letter is to confirm that a Type 1 hood will be installed in the first story restaurant kitchen according to NYS 2020 Building Codes at the above referenced project,and we will comply with the 2020 NYS Mechanical)Code Section 507 for Type 1 hoods. If you have any questions or require additional information, please feel free to contact my office at(631) 320-3305. Very truly yours, ED C 3945 40 F NEB John Lee Mahler,AIA, R.A. License#023945 0.1 d M i 11"" R'd 5775 W mill Rd Matti tuckNl( :11952 p t I - MAN ISI&D LOAD CALCULATIONS By:_Fflrn-ando_Recinos__—lOb Title:LDr_af_ts.man__ Signature: - AJX -Date: February 28, 2024 I b HE-AT1- a e 00LIN- G 1150-0 =OLD - ND AVENUE - - -MA Y 11952 (631 298-5527 �'b Load Short Form Job: Old Mill r , Date: Feb 28,2024 Hk HEATING+COOLING Entire House By: FR Kolb Mechanical 11500 Old Sound Ave.,MatBtuck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project Information For: 5775 W Mill Rd 5775 W Mill Rd, Mattituck, NY 11952 Design Information Htg Clg Infiltration Outside db(°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD(°F) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) FCU#1 818 18115 33170 1600 1600 FCU#2 673 15257 27079 1113 1113 FCU#3 758 9146 26883 1113 1113 FCU#4 207 1909 4769 200 200 FCU#5 188 2170 5187 200 200 FCU#6 242 3294 5127 200 200 FCU#7 620 5525 16557 747 747 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1 Wrightsof, 2024Feb-2816:30:28 1 ,d,,..,. - I— Right-Suite®Universal 2022 22.0.07 RSU10077 Page 1 ...s\Manual'J's\5775 W Mill Rd\5775 W Mill Rd.rup Calc=MA Front Door faces: N Entire House 3506 55416 116694 5173 5173 Other equip loads 0 0 Equip.@ 0.95 RSM 110860 Latent cooling 57074 TOTALS I 3506 I 55416 I 167934 I 5173 I 5173 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -��- wrightsoff' 2024-Feb-2816:30:28 1 ..., I ..,.e Right-Suite®Universal 2022 22AW RSU10077 Paget ZCk ...s\Manual'J's\5775 W Mill Rd\5775 W Mill Rd.rup Calc=MJ8 Front Door faces: N Hkolb Load Short Form Job: Old Mill , Date: Feb 28,2024 FCU#1 By: FIR HEATING +COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project Information For: 5775 W Mill Rd 5775 W Mill Rd, Mattituck, NY 11952 Design Information Htg Clg Infiltration Outside db(°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD (°F) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM48NAMHZ Cond MXZ-SM48NAMHZ AHRI ref 207517158 Coil PEFY-P48NMAU AHRI ref 207517158 Efficiency 12 HSPF Efficiency 13.1 EER,23 SEER Heating input Sensible cooling 33600 Btuh Heating output 54000 Btuh @ 47°F Latent cooling 14400 Btuh Temperature rise 31 °F Total cooling 48000 Btuh Actual air flow 1600 cfm Actual air flow 1600 cfm Air flow factor 0.088 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.68 Capacityba lance point=-18 °F ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) ZONE#1 818 18115 33170 1600 1600 FCU#1 818 18115 33170 1600 1600 Other equip loads 0 0 Equip. @ 0.95 RSM 31511 Latent cooling 15438 TOTALS 1 818 1 18115 1 46949 1 1600 1 1600 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrightsoft- 2024-Feb-28 16:30:28 �. ­­ ,r_ Right-Suite®Universal 202222.0.07RSU10077 Page ACCI� ...swanual'J'st5775 W Mill Rd15775 W Mill Rd.rup Calc=MJ8 Front Door faces: N Load Short Form Job: Old Mill Rd Date: Feb 28,2024 'Hkolb HEATING}COOLING FCV#2 By: FIR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 5775 W Mill Rd 5775 W Mill Rd, Mattituck, NY 11952 Design Information Htg Clg Infiltration Outside db(°F) 12 90 Method Simplified Inside db('F) 70 72 Construction quality Average Design TD ('F) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM36NAMHZ Cond MXZ-SM36NAMHZ AHRI ref 202392059 Coil PEFY-P36NMAU AHRI ref 202392059 Efficiency 11.6 HSPF Efficiency 9.0 EER, 16 SEER Heating input Sensible cooling 23380 Btuh Heating output 33400 Btuh @ 47°F Latent cooling 10020 Btuh Temperature rise 27 °F Total cooling 33400 Btuh Actual air flow 1113 cfm Actual air flow 1113 cfm Air flow factor 0.073 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.65 Ca pacity ba lance point=-4*F ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) ZONE#2 673 15257 27079 1113 1113 FCU#2 673 15257 27079 1113 1113 Other equip loads 0 0 Equip. @ 0.95 RSM 25725 Latent cooling 14563 TOTALS I 673 I 15257 I 40288 I 1113 I 1113 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Pk wrightsofe" 2024-Feb-2816:30:28 '`rM .. •,_ .�,.� Right-Suite®Universal202222.0.07RSU10077 Page Vd'1 ...s\Manual'J's15775 W Mill Rd15775 W Mill Rd.rup Calc=MA Front Door faces: N Job Load Short Form Dat Fe 28, 0HkolbDate: Feb 28,2024 FCU#3 By: FIR HEATING s COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 5775 W Mill Rd 5775 W Mill Rd, Mattituck, NY 11952 Design Information Htg Cig Infiltration Outside db(°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD (°F) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM48NAMHZ Cond MXZ-SM48NAMHZ AHRI ref 202392059 Coil PVFY-P36NAMU AHRI ref 202392059 Efficiency 11.6 HSPF Efficiency 9.0 EER, 16 SEER Heating input Sensible cooling 23380 Btuh Heating output 33400 Btuh @ 47°F Latent cooling 10020 Btuh Temperature rise 27 °F Total cooling 33400 Btuh Actual air flow 1113 cfm Actual air flow 1113 cfm Air flow factor 0.122 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.70 Capacity balance point=-17°F ROOM NAME Area Htg load Cig load Htg AVF Cig AVF (ft=) (Btuh) (Btuh) (cfm) (cfm) ZONE#3 758 9146 26883 1113 1113 FCU#3 758 9146 26883 1113 1113 Other equip loads 0 0 Equip.@ 0.95 RSM 25539 Latent cooling 11383 TOTALS I 758 I 9146 I 36921 I 1113 I 1113 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -01il- wrightsoft 2024Feb-2816:30:28 Rig ht-Suite®Universa12022 22.0.07 RSU10077 Page /�iC� ...s\Manual'J's\5775 W Mill Rd\5775 W Mill Rd.rup Calc=MJ8 Front Door faces: N Hkolb Load Short Form Job: Old MillDate: Feb 28,2024 FCU#4 By: FR HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 5775 W Mill Rd 5775 W Mill Rd, Mattituck, NY 11952 Design Information Htg Clg Infiltration Outside db(°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD (°F) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM48NAMHZ Cond MXZ-SM48NAMHZ AHRI ref 205975736 Coil PEFY-P06NMAU AHRI ref 205975736 Efficiency 12.5 HSPF Efficiency 19.0 EER,33.1 SEER Heating input Sensible cooling 4200 Btuh Heating output 8700 Btuh @ 47-F Latent cooling 1800 Btuh Temperature rise 40 'F Total cooling 6000 Btuh Actual air flow 200 cfm Actual air flow 200 cfm Air flow factor 0.105 cfm/Btuh Air flow factor 0.042 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.78 Capacity balance point=-21 °F ROOM NAME Area Htg load CIg load Htg AVF Clg AVF (itz) (Btuh) (Btuh) (cfm) (cfm) ZONE#4 207 1909 4769 200 200 FCU#4 207 1909 4769 200 200 Other equip loads 0 0 Equip. @ 0.95 RSM 4530 Latent cooling 1334 TOTALS I 207 1 1909 I 5864 1 200 1 200 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -FJA- wriglhtsofv 2024-Feb-2816:30:28 Right-Suite®Universal 2022 22.0.07 RSU10077 Page /1<.� ...slManual'J'sX5775 W Mill RM5775 W Mill Rd.rup Calc=MJ8 Front Door faces: N H ko' Load Short Form Job: Old Mill ¢ , Date: Feb 28,2024 HEATING f COOLING FCU#5 By: FIR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 5775 W Mill Rd 5775 W Mill Rd, Mattituck, NY 11952 Design Information Htg Clg Infiltration Outside db('F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD ('F) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM48NAMHZ Cond MXZ-SM48NAMHZ AHRI ref 205975736 Coil PEFY-P06NMAU AHRI ref 205975736 Efficiency 12.5 HSPF Efficiency 19.0 EER,33.1 SEER Heating input Sensible cooling 4200 Btuh Heating output 8700 Btuh @ 47-F Latent cooling 1800 Btuh Temperature rise 40 °F Total cooling 6000 Btuh Actual air flow 200 cfm Actual air flow 200 cfm Air flow factor 0.092 cfm/Btuh Air flow factor 0.039 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.79 Capacitybalance point=-18 °F ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ZONE#5 188 2170 5187 200 200 FCU#5 188 2170 5187 200 200 Other equip loads 0 0 Equip. @ 0.95 RSM 4928 Latent cooling 1353 TOTALS I 188 I 2170 I 6281 I 200 I 200 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �tlly wrightso t- 2024-Feb-2816:30:28 �- r ,•,. .��,r Right-Suite@ Universal 2022 22.0.07 RSU10077 Page ACC, ...s\Manual'J's\5775 W Mill Rd\5775 W Mill Rd.rup Calc=MJ8 Front Door faces: N Load Short Form Job: Old Mill Rd ® k I b � Date: Feb 28,2024 HEATING+COOLING FCU#s By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 5775 W Mill Rd 5775 W Mill Rd, Mattituck, NY 11952 Design Information Htg Clg Infiltration Outside db(°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD(°F) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM48NAMHZ Cond MXZ-SM48NAMHZ AHRI ref 205975736 Coil PEFY-P06NMAU AHRI ref 205975736 Efficiency 12.5 HSPF Efficiency 19.0 EER,33.1 SEER Heating input Sensible cooling 4200 Btuh Heating output 8700 Btuh @ 47°F Latent cooling 1800 Btuh Temperature rise 40 °F Total cooling 6000 Btuh Actual air flow 200 cfm Actual air flow 200 cfm Air flow factor 0.061 cfm/Btuh Air flow factor 0.039 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.78 Capacitybalance point=-9°F ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftZ) (Btuh) (Btuh) (cfm) (cfm) ZONE#6 242 3294 5127 200 200 FCU#6 242 3294 5127 200 200 Other equip loads 0 0 Equip. @ 0.95 RSM 4870 Latent cooling 1472 TOTALS I 242 l 3294 l 6342 I 200 l 200 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�-vrarightsoft- 2024Feb 28 16:30:28 Right-Suite®Universal 2022 22.0.07 RSU10077 Page 8 XCX ,,,s\Manual'J's\5775 W Mill Rd15775 W Mill Rd.rup Calc=MJ8 Front Door faces: N kolb Load Short Form Job: Old Mill Rd , Date: Feb 28,2024 FCU#7 By: FR HEATING +COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project Information For: 5775 W Mill Rd 5775 W Mill Rd, Mattituck, NY 11952 Design Information Htg Clg Infiltration Outside db(°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD (°F) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MUZ-GS24NAHZ*** Cond MUZ-GS24NAHZ*** AHRI ref 207679256 Coil MSZ-GS24NA*** AHRI ref 207679256 Efficiency 12 HSPF Efficiency 12.6 EER,20.5 SEER Heating input Sensible cooling 15680 Btuh Heating output 21200 Btuh @ 47-F Latent cooling 6720 Btuh Temperature rise 26 °F Total cooling 22400 Btuh Actual air flow 747 cfm Actual air flow 747 cfm Air flow factor 0.135 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.59 Capacity ba lance point=-10°F ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ZONE#7 620 5525 16557 747 747 FCU#7 620 5525 16557 747 747 Other equip loads 0 0 Equip. @ 0.95 RSM 15729 Latent cooling 11531 TOTALS I 620 I 5525 I 27261 I 747 I 747 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -f k wrightSOft- 2024-Feb-28 16:30:28 Right-Suite®Universal 2022 22.0.07 RSU10077 �+^ Page 9 i9L+� ...s\Manual'J's\5775 W Mill Rd\5775 W Mill Rd.rup Calc=MJ8 Front Door faces: N Building Analysis Job: Old Mill Rd Date: Feb 28,2024 , Hkolb Entire House By: FR HEATINGi- COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 5775 W Mill Rd 5775 W Mill Rd, Mattituck, NY 11952 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(°F) 70 72 Elevation: 67 ft Design TD(°F) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bulb(T) 12 90 Infiltration: Dailyrange(T) - 16 ( M ) Method Simplified Wetbulb(°F) - 75 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ftZ Btuh %of load Walls 2.8 9505 17.2 ,AI lrtltration Glazing 33.3 18515 33.4 Doors 22.6 515 0.9 Ceilings 1.9 3117 5.6 Floors 8.9 14195 25.6 Infiltration 2.4 9569 17.3 Ducts 0 0 Piping 0 0 Fleas Humidification 0 0 aaang Ventilation 0 0 Adjustments 0 Total 55416 100.0 �cali"� -Component Btu hfiF Btuh %of load Walls 0.9 3243 2.8 VWI Glazing 44.7 24840 21.3 Doors 12.3 279 0.2 Ceilings 1.5 2453 2.1 Floors 2.3 3681 3.2 Infiltration 0.3 1379 1.2 ("s70n Ducts 0 0 Ventilation 0 0 Internal gains 80820 69.3 Ir (�irs Blower 0 0 Adjustments 0 Total 1166941 100.0 Latent Cooling Load=57074 Btuh Overall U-value=0.114 Btuh/T °F, Window/Floor Area=15.9% Data entries checked. Bold/italic values have been manually overridden -Fk- wrig0at:�;oft- 2024-Feb-2816:30:28 Right-Suite®Universal202222.0.07RSU10077 Page 1 ...sUvlanual'J's\5775 WMill Rd\5775 W Mill Rd.rup Cale=MJB Front Door faces: N Hkolb BuildingAnal Job: Old Mill d YSIS Date: Feb it 2 0 FCU##1 By: FR HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Projdct Information For: 5775 W Mill Rd 5775 W Mill Rd, Mattituck, NY 11952 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(°F) 70 72 Elevation: 67 ft Design TD(°F) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bulb(`F) 12 90 Infiltration: Dailyrange(°F) - 16 ( M ) Method Simplified Wet bulb(°F) - 75 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Component Btu hfiF Btuh %of load Walls 3.1 1314 7.3 VWI IrfiltrAcn Glazing 33.7 6867 37.9 Doors 22.6 515 2.8 f- Ceilings 2.5 170 0.9 Floors 9.4 7686 42.4 Infiltration 2.4 1565 8.6 oazi Ducts 0 0 Piping 0 0 Rags Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 18115 100.0 DOc'st,a Component Btuh/tt2 Btuh %of load Walls 0.9 401 1.2 Cifia' Glazing 46.8 9515 28.7 Doors 12.3 279 0.8 C Ceilings 2.4 161 0.5 rg__., . Floors 2.4 1988 6.0 Infiltration 0.3 226 0.7 Ducts 0 0 Ventilation 0 0 llt�Crs Internal gains 20600 62.1 Blower 0 0 Ral� Adjustments 0 Total 1 33170 100.0 Latent Cooling Load= 15438 Btuh Overall U-value=0.185 Btuh/fP--°F, Window/Floor Area=24.9% Data entries checked. Bold/italic values have been manually overridden -Pk- Wright�oftr 2024-Feb-2816:30:28 �- -a- Right-Suite®Universal 2022 22.0.07 RSU10077 Paget ...sUNanual'J'st5775 W Mill Rd15775 W Mill Rd.rup Calc=MJ8 Front Door faces: N Zkolb Buildin Anal sis Job: Old Mill Rd 0g Y Date: Feb 28,2024 FCU#2 By: FIR HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 5775 W Mill Rd 5775 W Mill Rd, Mattituck, NY 11952 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(°F) 70 72 Elevation: 67 ft Design TD (°F) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bulb(°F) 12 90 Infiltration: Dailyrange(°F) - 16 ( M ) Method Simplified Wet bulb(°F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Component Btu hfiF Btuh %of load Walls 3.1 1259 8.2 NCI Irhltr.&n Glazing 33.1 6061 39.7 Doors 0 0 0 Ceilings 2.5 195 1.3 Floors 9.4 6324 41.4 Infiltration 2.4 1419 9.3 Ducts 0 0 Piping 0 0 °a�`g Roos Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 15257 100.0 ana —Component Btuh/ff Btuh %of load Walls 0.9 384 1.4 Cha Glazing 46.3 8490 31.4 Doors 0 0 0 Ceilings 2.4 185 .6 e rg, Floors 2.4 1635 .0 7 Infiltration 0.3 205 0.8 Ducts 0 0 Ventilation 0 0 Irlard(irs Internal gains 16180 59.8 Blower 0 0 Rws Adjustments 0 Total 27079 100.0 Latent Cooling Load= 14563 Btuh Overall U-value=0.178 Btuh/$Z-°F, Window/Floor Area=27.2% WARNING:window to floor area ratio=27.2%-more than 25%. Bold/italic values have been manually overridden wrightsoftt— 2024-Feb-2816:30:28 Right-Suite®Univefsal202222.0.07RSU10077 Page Zr>. ...slManual'J'sX5775 W Mill Rd\5775 W Mill Rd.rup Calc=MA Front Door faces: N Hkolb BuildingAnal sis Job: Old Mill 0 ' Y Date: Feb 28,224 FCU#3 By: FR HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Projectinformation For: 5775 W Mill Rd 5775 W Mill Rd, Mattituck, NY 11952 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(T) 70 72 Elevation: 67 ft Design TD (T) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bulb(T) 12 90 Infiltration: Dailyrange(T) - 16 ( M ) Method Simplified Wetbulb(°F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ftZ Btuh %of load Walls 3.1 2726 29.8 Glazing 33.1 2810 30.7 IrhltrAcn Doors 0 0 0 �I Ceilings 2.0 1205 13.2 Floors 1.7 79 0.9 Infiltration 2.4 2326 25.4 O'er Ducts 0 0 Piping 0 0 Humidification 0 0 Oilings Ventilation 0 0 Adjustments 0 Total 1 1 9146 100.0 °ad"g • • Component Btuh/ft2 Btuh %of load Walls 0.9 832 3.1 VAI Glazing 46.7 3969 14.8 Gad Doors 0 0 0 Ceilings 1.9 1142 4.2 Chili Floors 0.5 25 0.1 a1 Infiltration 0.3 335 1.2 Ducts 0 0 Ventilation 0 0 Internal gains 20580 76.6 Blower 0 0 lli�Crs Adjustments 0 Total 1 268831 100.0 Latent Cooling Load= 11383 Btuh Overall U-value=0.073 Btuh/ft2--°F, Window/Floor Area=11.2% Data entries checked. Bold/italic values have been manually overridden TI"- wrr)'ghttsaft- 2024-Feb-2816:30:28 •-w. --rd+- Right-Suite®Universal 2022 22.0.07 RSU10077 Page ...slManual'J's\5775 W Mill Rd15775 W Mill Rd.rup Calc=MJ8 Front Door faces: N Rd 59kolb BuildingAnalysis sis Job: Old Mill Date: Feb 28,2024 FCU#4 By: FR HEATING+ COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 5775 W Mill Rd 5775 W Mill Rd, Mattituck, NY 11952 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(OF) 70 72 Elevation: 67 ft Design TD (°F) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bulb(OF) 12 90 Infiltration: Dailyrange(OF) - 16 ( M ) Method Simplified Wetbulb(°F) - 75 Construction quality Average Wind speed(mph) 15.0 . 7.5 Fireplaces 1 (Average) Component Btuh/ftZ Btuh %of load Walls 3.1 543 28.4 Glazing 33.1 694 36.4 VWl Irhlfr�m Doors 0 0 0 Ceilings 2.0 200 10.5 Floors 0 0 0 Infiltration 2.4 473 24.8 Ducts 0 0 Piping 0 0 Oilings Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1909 100.0 GWng —Component Btuh/fF Btuh %of load Walls 0.9 166 3.5 VIAI Glazing 61.2 1285 27.0 Doors 0 0 0 Ceilings 1.9 189 4.0 Floors 0 0 0 Infiltration 0.3 68 1.4 Ducts 0 0 Ventilation 0 0 Internal gains 3060 64.2 00 IrtnAGirs Blower 0 0 Adjustments 0 Total 4769 100.0 Latent Cooling Load= 1334 Btuh Overall U-value=0.084 Btuh/tt2--'F, Window/Floor Area=10.1 % Data entries checked. Boldtitalic values have been manually overridden -Pk- wrightsc ft- 2024-Feb-28 16:30:28 .Z- .-.� a--. Right-Suite®Universal 2022 22.0.07 RSU10077 Page ...s\Manual'J's15775 W Mill Rd\5775 W Mill Rd.rup Calc=MJ8 Front Doorfaces: N Hkolb BuildingAnal sis Job: Old Mill 0 Y Date: Feb 28,224 FCU#5 By: FR HEATING*COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 5775 W Mill Rd 5775 W Mill Rd, Mattituck, NY 11952 Desiqn Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(°F) 70 72 Elevation: 67 ft Design TD (°F) 58 18 Latitude: 42'N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bulb(°F) 12 90 Infiltration: Dailyrange(°F) - 16 ( M ) Method Simplified Wetbulb(°F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Component Btu hff Btu %of load Walls 3.1 624 28.7 Glazing 33.1 865 39.9 Irfitrafim Doors 0 0 0 whil Ceilings 2.0 132 6.1 Floors 0 0 0 Infiltration 2.4 548 25.3 Ducts 0 0 Piping 0 0 Oi110gs Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 2170 100.0 oaire Component Btuh/P Btu %of load Walls 0.9 190 3.7 VVII Glazing 66.2 1732 33.4 Doors 0 0 0 Ceilings 1.9 126 2.4 GEO Floors 0 0 0 Infiltration 0.3 79 1.5 Ducts 0 0 Ventilation 0 0 IrtarElGirs Internal gains 3060 59.0 Blower 0 0 Oili Adjustments 0 Total 5187 100.0 Latent Cooling Load= 1353 Btuh Overall U-value=0.095 Btuh/ft2-°F, Window/Floor Area=13.9% Data entries checked. Bold/italic values have been manually overridden -Pk- wriglhtsoft, 2024-Feb-2816:30:28 Y. Right-Suite® Page U niversal 2022 22.0.07 RSU10077 6 �Ch ...s\Manual'J's\5775 W Mill Rd\5775 W Mill Rd.rup Calc=MJ8 Front Door faces: N BuildingAnalysis Job: Old Mill Rd lgkolb y Date: Feb 28,2024 F�i'U#s By: FIR ,HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 5775 W Mill Rd 5775 W Mill Rd, Mattituck, NY 11952 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature('F) 70 72 Elevation: 67 ft Design TD(°F) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bulb(°F) 12 90 Infiltration: Dailyrange('F) - 16 ( M ) Method Simplified Wet bulb(°F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/fl= Btuh %of load Walls 3.1 1259 38.2 Glazing 33.1 821 24.9 Doors 0 0 0 lrflbdcn Ceilings 2.0 173 5.3 NWI Floors 0 0 0 Infiltration 2.4 1040 31.6 Ducts 0 0 Piping l 0 0 Humidification 0 0 carr,:is Ventilation 0 0 Adjustments 0 Total 1 1 3294 100.0 oa�rg Component Btuh/ft2 Btuh %of load Walls 0.9 384 7.5 VWl Glazing 55.1 1368 26.7 Doors 0 0 0 Ceilings 1.9 164 3.2 Floors 0 0 0 GEdrg__/ Infiltration 0.3 150 2.9 Ducts 0 0 Ventilation 0 0 kt3Td t33rs Internal gains 3060 59.7 Blower 0 0 Cali Adjustments 0 Ifilf1'tn Total 5127 100.0 Latent Cooling Load= 1472 Btuh Overall U-value=0.075 Btuh/ft?°F, Window/Floor Area=10.3% Data entries checked. Bold/italic values have been manually overridden ' wr?glhtsoft- 2024-Feb-2816:30:28 fA ,-..-. A--.�-. Right-Suite®Universal202222.0.07 RSU10077 Page -IM ...slManual'J's\5775 W Mill Rd\5775 W Mill Rd.rup Calc=MJ8 Front Door faces: N kolbBuilding J Analysis Job: Old Mill Rd Date: Feb 28,2024 FCV#7 By: FR HEATING t COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 5775 W Mill Rd 5775 W Mill Rd, Mattituck, NY 11952 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature('F) 70 72 Elevation: 67 ft Design TD(°F) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bulb('F) 12 90 Infiltration: Dailyrange(°F) - 16 ( M ) Method Simplified Wetbulb(°F) - 75 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Component Btu hfiF Btuh %of load Walls 2.0 1781 32.2 Glazing 33.1 397 7.2 Doors 0 0 0 VV II Ceilings 1.7 1043 18.9 Irfiltraft Floors 1.7 106 1.9 Infiltration 2.4 2198 39.8 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Gadrg Adjustments 0 Other Total 1 1 5525 100.0 celir>gs Component Btuh/ft2 Btuh %of load WI Walls 1.0 885 5.3 It3a� Glazing 46.4 556 3.4 Doors 0 0 0 Ceilings 0.8 485 2.9 Floors 0.5 33 0.2 Infiltration 0.3 317 1.9 Ducts 0 0 Ventilation 0 0 Internal gains 14280 86.2 Blower 0 0 Adjustments 0 Ili ors Total 16557 100.0 Latent Cooling Load= 11531 Btuh Overall U-value=0.056 Btuh/ft2L°F, Window/Floor Area=1.9% WARNING:window to floor area ratio= 1.9%-less than 5%. Bold/italic values have been manually overridden 1 wrighsotrt' 2024-Feb-2816:30:28 t •-� -�.�— Right-SuiteOUniversal202222.0.07RSU10077 ACAPage 8 ...sVulanual'J'st5775 WMill Rd\5775 W Mill Rd.rup Calc=MJB Front Door faces; N Project ect Summa Job: Old Mill 0Zlb � � Date: Feb 28,224 Entire House By: FR HEATING COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Proiect Information For: 5775 W Mill Rd 5775 W Mill Rd, Mattituck, NY 11952 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 72 °F Design TD 58 'F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 55416 Btuh Structure 116694 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 55416 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 110860 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 57074 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ftJ 3506 3506 Equipment latent load 57074 Btuh Volume(ft3) 27932 27932 Air changes/hour 0.32 0.15 Equipment Total Load(Sen+Lat) 167934 Btuh Equiv.AVF(cfm) 150 70 Req.total capacity at 0.70 SHR 13.2 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fk- wrightsoft' 2024-Feb-28 16:30:28 �+ »•� Right-Suite®Universal 2022 22.0.07 RSU10077 Pagel +4+CN ...sWlanual'J's\5775 W Mill Rd\5775 W Mill Rd.rup Calc=MJ8 Front Door faces: N lb Pro ect Summary Job: Old Mill 0 Hko J •1 Date: Feb 28,224 FCU#1 By: FR HEATING +COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Prooect Information For: 5775 W Mill Rd 5775 W Mill Rd, Mattituck, NY 11952 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 72 °F Design TD 58 °F Design TD 18 'F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 18115 Btuh Structure 33170 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18115 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 31511 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 15438 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating cooling (none) Area(ftl 818 818 Equipment latent load 15438 Btuh Volume(fF) 6217 6217 Air changes/hour 0.24 0.11 Equipment Total Load(Sen+Lat) 46949 Btuh Equiv.AVF(cfm) 25 11 Req.total capacity at 0.70 SHR 3.8 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM48NAMHZ Cond MXZ-SM48NAMHZ AHRI ref 207517158 Coil PEFY-P48NMAU AHRI ref 207517158 Efficiency 12 HSPF Efficiency 13.1 EER,23 SEER Heating input Sensible cooling 33600 Btuh Heating output 54000 Btuh @ 47-F Latent cooling 14400 Btuh Temperature rise 31 °F Total cooling 48000 Btuh Actual air flow 1600 cfm Actual air flow 1600 cfm Air flow factor 0.088 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.68 Capacity balance point=-18 °F Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. > - wrigBhtsOft` 2024-Feb-2816:30:28 w - Right-Suite®Universal 2022 22.0.07 RSU10077 Page ACCA ...sUNanual'J's15775 W Mill Rd\5775 W Mill Rd.rup Calc=MJ8 Front Door faces: N ' Nkolb Summary Project Job: Old Mill Rd J Summary Date: Feb 28,2024 FCU#2 By: FR HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Promect Information For: 5775 W Mill Rd 5775 W Mill Rd, Mattituck, NY 11952 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 'F Outside db 90 °F Inside db 70 'F Inside db 72 'F Design TD 58 'F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 15257 Btuh Structure 27079 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh none Humidification 0 Btuh Blower e) 0 Btuh Piping 0 Btuh Equipment load 15257 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 25725 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 14563 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating cooling (none) Area(ft2) 673 673 Equipment latent load 14563 Btuh Volume (ft3) 5115 5115 Air changes/hour 0.26 0.12 Equipment Total Load(Sen+Lat) 40288 Btuh Equiv.AVF(cfm) 22 10 Req.total capacity at 0.70 SHR 3.1 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM36NAMHZ Cond MXZ-SM36NAMHZ AHRI ref 202392059 Coil PEFY-P36NMAU AHRI ref 202392059 Efficiency 11.6 HSPF Efficiency 9.0 EER, 16 SEER Heating input Sensible cooling 23380 Btuh Heating output 33400 Btuh @ 47-F Latent cooling 10020 Btuh Temperature rise 27 of Total cooling 33400 Btuh Actual air flow 1113 cfm Actual air flow 1113 cfm Air flow factor 0.073 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.65 Capacitybalance point=-4'F Bold/italic values have been manually overridden Calculations approved by ACCA to'meet all requirements of Manual J 8th Ed. wrigl�ts®tit' 2024-Feb-2816:30:28 -•- �- Right-Suite@ U niversal 2022 22.0.07 RSU1 0077 Page A� ...s\Manual'J's\5775 W Mill Rd15775 W Mill Rd.rup Calc=MJ8 Front Door faces: N 1 kolb Pro ect Summary Job: Old Mill 0 J •� Date: Feb 28,224 FCU#3 By: FR HEATING r COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Proiect Information For: 5775 W Mill Rd 5775 W Mill Rd, Mattituck, NY 11952 Notes: Desi• lnformation Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 72 °F Design TD 58 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 9146 Btuh Structure 26883 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 9146 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 25539 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 11383 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft� 758 758 Equipment latent load 11383 Btuh Volume (ft3) 5988 5988 Air changes/hour 0.37 0.17 Equipment Total Load(Sen+Lat) 36921 Btuh Equiv.AVF(cfm) 37 17 Req.total capacity at 0.70 SHR 3.0 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM48NAMHZ Cond MXZ-SM48NAMHZ AHRI ref 202392059 Coil PVFY-P36NAMU AHRI ref 202392059 Efficiency 11.6 HSPF Efficiency 9.0 EER, 16 SEER Heating input Sensible cooling 23380 Btuh Heating output 33400 Btuh @ 47°F Latent cooling 10020 Btuh Temperature rise 27 °F Total cooling 33400 Btuh Actual air flow 1113 cfm Actual air flow 1113 cfm Air flow factor 0.122 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.70 Capacity balance point=-17°F Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrigQ}etsoTt' 2024-Feb-2816:30:28 ,.�. -•� «Q-- Right-Suite®Universa1202222.0.07 RSU10077 Page ACC ...stManual'J's\5775 W Mill Rd15775 W Mill Rd.rup Calc=MJ8 Front Door faces: N Nkolb Project Summary Job: Febmill Rd Pro 0 24 J � Date: Fe 28,2 FCU#4 By: FIR HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project Information For: 5775 W Mill Rd 5775 W Mill Rd, Mattituck, NY 11952 Notes: Desiqn Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 72 'F Design TD 58 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr1lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 1909 Btuh Structure 4769 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 1909 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 4530 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces, 1 (Average) Structure 1334 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft� 207 20T Equipment latent load 1334 Btuh Volume(1?) 1635 1635 j Air changes/hour 0.27 0.13 Equipment Total Load (Sen+Lat) 5864 Btuh Equiv.AVF(cfm) 7 3 Req.total capacity at 0.70 SHR 0.5 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM48NAMHZ Cond MXZ-SM48NAMHZ AHRI ref 205975736 Coil PEFY-P06NMAU AHRI ref 205975736 Efficiency 12.5 HSPF Efficiency 19.0 EER,33.1 SEER Heating input Sensible cooling 4200 Btuh Heating output 8700 Btuh @ 47°F Latent cooling 1800 Btuh Temperature rise 40 °F Total cooling 6000 Btuh Actual air flow 200 cfm Actual air flow 200 cfm Air flow factor 0.105 cfm/Btuh Air flow factor 0.042 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.78 Capacity balance point=-21 °F Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t - wrllg�eCsotrt'Y-• ---- - - Right-Suites Universal 202222.0.07 RSU10077 2024-Feb-2816:30:28Page5 C� ...s\Manual'J's\5775 W Mill Rd\5775 W Mill Rd.rup Calc=MJ8 Front Door faces: N HkolbPro ect Summary Job: Old MillRd J •7 Date: Feb 28,2024 FCU#5 By: FIR HEATING +COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Promect Information For: 5775 W Mill Rd 5775 W Mill Rd, Mattituck, NY 11952 Notes: Desian Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 72 'F Design TD 58 °F Design TD 18 'F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 2170 Btuh Structure 5187 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 2170 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipmenf sensible load 4928 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 1353 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft� 188 188 Equipment latent load 1353 Btuh Volume(its) 1485 1485 Air changes/hour 0.35 0.16 Equipment Total Load(Sen+Lat) 6281 Btuh Equiv.AVF(cfm) 9 4 Req.total capacity at 0.70 SHR 0.6 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM48NAMHZ Cond MXZ-SM48NAMHZ AHRI ref 205975736 Coil PEFY-P06NMAU AHRI ref 205975736 Efficiency 12.5 HSPF Efficiency 19.0 EER,33.1 SEER Heating input Sensible cooling 4200 Btuh Heating output 8700 Btuh @ 47°F Latent cooling 1800 Btuh Temperature rise 40 °F Total cooling 6000 Btuh Actual air flow 200 cfm Actual air flow 200 cfm Air flow factor 0.092 cfm/Btuh Air flow factor 0.039 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.79 Capacitybalance point=-18 °F Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fid- 2024-Feb-2816:30:28 AM�- d•�• -« • .- Right-Suite®Universal 2022 22.0.07 RSU10077 Page 6 M ....W.nual'J's\5775 W Mill Rd15775 W Mill Rd.rup Calc=MA Front Door faces: N lb Project Summary Job: Old Mill Rd 0 Zko J � Date: Feb 28,224 FCU#6 By: FR HEATING +COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 5775 W Mill Rd 5775 W Mill Rd, Mattituck, NY 11952 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 'F Outside db 90 of Inside db 70 °F Inside db 72 'F Design TD 58 of Design TD 18 'F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 3294 Btuh Structure 5127 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 3294 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 4870 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 1472 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 242 242 Equipment latent load 1472 Btuh Volume(ft) 1912 1912 Air changes/hour 0.51 0.24 Equipment Total Load(Sen+Lat) 6342 Btuh Equiv.AVF (cfm) 16 8 Req.total capacity at 0.70 SHR 0.6 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM48NAMHZ Cond MXZ-SM48NAMHZ AHRI ref 205975736 Coil PEFY-P06NMAU AHRI ref 205975736 Efficiency 12.5 HSPF Efficiency 19.0 EER,33.1 SEER Heating input Sensible cooling 4200 Btuh Heating output 8700 Btuh @ 470 F Latent cooling 1800 Btuh Temperature rise 40 °F Total cooling 6000 Btuh Actual air flow 200 cfm Actual air flow 200 cfm Air flow factor 0.061 cfm/Btuh Air flow factor 0.039 cfm/Btuh Static pressure 0 -in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.78 Capacitybalance point=-9'F Boldlitalle values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fid-wrighttaoft' 2024Feb-28 16:30:28 - ---.tft' Right-Suites Universal202222.0.07RSU10077 Page 7 C� ...s\Manual'J's\5775 W Mill Rd\5775 W Mill Rd.rup Calc=MJ8 Front Door faces: N kolb Pro ect Summary Job: Old Mill 0 J •J Date: Feb 28,224 FCU#7 By: FR HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Prouect Information For: 5775 W Mill Rd 5775 W Mill Rd,Mattituck, NY 11952 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 *F Inside db 70 °F Inside db 72 °F Design TD 58 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 5525 Btuh Structure 16557 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 5525 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 15729 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 11531 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 620 620 Equipment latent load 11531 Btuh Volume(ft') 5580 5580 Air changes/hour 0.37 0.17 Equipment Total Load(Sen+Lat) 27261 Btuh Equiv.AVF(cfm) 35 16 Req.total capacity at 0.70 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MUZ-GS24NAHZ*** Cond MUZ-GS24NAHZ*** AHRI ref 207679256 Coil MSZ-GS24NA*** AHRI ref 207679256 Efficiency 12 HSPF Efficiency 12.6 EER,20.5 SEER Heating input Sensible cooling 15680 Btuh Heating output 21200 Btuh @ 47°F Latent cooling 6720 Btuh Temperature rise 26 °F Total cooling' 22400 Btuh Actual air flow 747 cfm Actual air flow 747 cfm Air flow factor 0.135 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.59 Capacityba lance point=-10 °F Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. e� -�- wrightsoft- 2024-Feb-2816:30:28 »•�• -- Right-Suite®Universal 2022 22.0.07 RSU10077 Page .0M ...swanual'7s15775 W Mill Rd15775 W Mill Rd.rup Calc=MJ8 Front Door faces: N ® � b Right-JO Worksheet Job: Old Mill Rd HEATING+COOLING Entire House Date: Feb 28,2024 Kolb Mechanical BY FIR 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanicel.com 1 Room name Entire House FCU#1 2 Exposed wall 498.0 ft 86.0 ft 3 Room height 8.0 ft 7.6 ft 4 Room dimensions 5 Room area 3506.0 ft' 818.0 ft2 Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ftMF (Btuh/ft') I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool -- 6 � --- --ne-- --_--.07-' ---0.-94------6 93- - __-5 it - ---1600 -- -468 _...._0 0- 0 __"_'__0 1D-c2ow 0.570 ne 33.06 44.59 111 0. 3670 4949 0 0 0 0 10 c2gwd._ ;. ,..._t: 0,570._ne_- --33.06 44.59 ..._ _ t -•- -._-_ 0 -_ _2028 2735 _ ---_. 0. _ _,- U. _._ 0 U 16X19-13ad 0.070 ne 1.97 0.98 180 168 330 164 0 0 0 0 11 1D-c2ow 0.570 ne 33.06 44.59 12 _ 0 _ 397 _ _535 0 0 0 0 _ 12F-4sw 0 053 se 3.07 0.94 847 759 2334 712 ~167 137 V422 - 129' 1D-c2ow- _____0570 _se_ --33.06.__55.09 -._-____87..___.._ 0 _.__2887. ___._4811_______30. _____.._0 ____.992 -_ 1653 W 16X19-13ad 0.070 se 1.97 0.98 __ 279 279 549 273 _0 0 0 _ 0 _ _._ _.___-__. 12F-4sw 0.053 sw 3.07 0.94 d 693 - 598.__ -1837 1 561 256- 187 575 T -176 1D-c2ow 0.570 sw 33.06 55.09 73 0 2397 3994 49 0 1603 2672 D 111130-.__=_.�___._ _ ___ 0.390. sw_.____22.62 _._12.28__- _23_ ....23.. _ __515_-- _27.9 _23__ 23 ___.__515 ._ _-_279 _W,__,_- 16X19-13ad-__,__-___•_ 0.070-sw -_1.97 0.98 180 _--180 . 354 176 _ 0 0_ _ 0 12Frtsw 0.053 nw 3.07 0.94 847 635 1952 596 228 103 317 '97 10B-w 0.600 nw 34.80 24.30 80 0 2784 1944 80 0 2784 1944. 1 D_c2ow_ _ _0.570 -nw_ _-'33.06..- 44.59 .132 -.0 __.__4353 _,_._5871...w____45'-._ 0-__ _1488 2007 W _•_ 16X19_73ad,_ _-_ _0.070--_nw.--_ 1.97 ­­-0.98 279_____279-____549- __-_•_273____0 0 0 0 .C, __ 18A 121ad-__w_,__._ 0.029,_-- __ _.__1.68_,-__0:78 620.. ._-•_._620____7043______485. __.__-_0__-_ __0,__ 0 --_ 0 3 2.40 -144 144 _ 365 _- 346 _ i_67 _ - 67__._ _170 161 ,.0_____.C_part ceiling------ ' _.-0.035 __2.0.4. __11.93_--_839-____•839 - -__1710 _-__ 1622-___w .,_0-__ _0 _ __0-.-_____0• 19A.Wbswo__- ___._._0034 : --_.-1_.65, -0.51 -._48 ._48 ._u-'-- 79 F 19A,30bswp : 0.034 __-_ _-_-1.65 0.61 _ 64--------_6-4_.-.__J06 __-_v33 _�__:._0 ______0_______0 __ ___0 F �_- 20P-4w _- _9.40, --,2.43-.- _1491-.__ 1491-_ 14009..�-,3623 - 818 818 7686 1988 61 c)AED excursion 101 1 1 112411 Envelope loss/gain 1 45847 34495 1 1 16551 12344 12 a) Infiltration 9569 1379 1565 226 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 74 17020 30 6900 Appliances/other 63800 13700 Subtotal(lines 6 to 13) 55416 116694 18115 33170 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 55416 116694 18115 33170 15 Duct loads 0% 0% 0 0 0% 0% 0 0 Total room load 166694 Air required(cfm) I I I 65173I 1151173I I 18115 11600I 31600I Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. L -ort- 2024-Feb-2816:30:28 - a Right-Suite®Universal 2022 22.0.07 RSU10077 Page 1 s\Manual'J's\5775 W Mill Rd\5775 W Mill Rd.rup Calc=MJ8 Front Door faces: N ®�Q � Right-M Worksheet Job: old Mill Rd HEATING+COOLING Entire House Date: Feb 28,2024 By: FIR Kolb Mechanical 11500 Old Sound Ave.,Matfituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanicel.com 1 Room name FCU#2 FCU#3 2 Exposed wall 78.0 R 123.0 It 3 Room height 7.6 ft 7.9 ft 4 Room dimensions 5 Room area 673.0 ft' 758.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'-. F I (Btuh/ft') I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F4sw,' , - 0 053 ne 8.07. 0.94 268 137 421 129 332 281 " ' 863 263' 1D-c2ow 0570 ne ,33.06 44.59 60 0 1984 2675 51 0 16.86 2274 _.���---_-__,1 Dr2owd____ __--_.•__ 0 570 __ne...-,...33 06 -94.59 ...._ _-.61 _ - 0. _.-2028_-__2735 .__ _ :_U Q:. ._. .._0_ V�/ 16X19-13ad 0.070 ne 1.97 0.98 0 0 0 0 0 0 0 0 11 �__G__1D-c2ow 0.570 ne 33.06 44.59 _0 0_ _ 0 0 0 0 0 0 1Dc2ow_.__ .___ 057.0_.se_ 33.06_.._55.09__ 198 ^168 515- 157 308 291 562 273, !_.G _ 30,___._ __0._ _,�992 .__ .1653 ______._77 _____. _0 - 562 _ _._=93Z W ___ 16X19-13ad _ _ 0.070 se 1.97 _ 0.98 0 0 0 _ 0 0 0 0 0 _ - - 12F 4sw- 6.053.'sw 3.07 0.94 0 0 _0 0 166 1681 510 156 1 D-c2ow 0 570 sw 33.06 55.09 0 0 0 0 0 0 0 0 -_11 DO__r--._... ___: __---0390-_sw- __.22.62 .___12.28 0 _. _.____0_ --_._0 ,__. .---_0 ___0,._ -_._�0 __.__,Q'_. __..0 _____0.070..-sw_ ---.1.97 _-- 0.98-__ 0 ---__0 _ 0 _----,-0----- ____ 12174sw. 0053 nw' 3.07. 0.94 137 165 322 V�l 98 1ti6 149 4'S8 140 -G 10B-V4 ,. 6.600 nw 34.80 24.30 0 0 0 0, 0 0 0 0 _ _ 1D_c2ow._.: -0.570...-nw, 33.06 ._.44.59._ __32 .. __. _0 :1058 _ '.__1427 ___ _ .17 _0:_ __ 562___._�758 � 16X19-13ad --. 0.070_nw._ 1.97 -0.98_ 0. _ ..0 0 0 0 0 . - _0 - 0 C__. _._ 18A,38ad.. .. - - 0.029 . .1.68 0.78 0 .__ .._.0 _._0 0 _ ___0 _0 =._ :_ -.0 0. C..-.. _ C part ceiling,_. - - 0.044 2.53 2.40 77 77 -- _-. 195 _ 185 0.. •_.._._0,__.._�0 _ _•_; 0 C _ .- Cpartceiling, -_ 0035. -. �_ 2.04 _ _1.93: ___.. 0 _ 0.__.....-_._0 _.._0 ._ 591 _-___.._591 __. _.1205 _.1142 F_--- 194k:30bswp _0.034.- :_. --_1.65 ._-----0.51....._. 0._._ 0 .._._.--__0_... 0_.-__...._48 F.___ 19A30bswp. .___.- _._,0.03A ... _.1.65, _'0.51'. _0 ___-_0' _-..:0'_ _,___0 F 20P 4w___ - 0.162_ -- _ _9.40-_. __2.43 _.__ 673..._. __673 ._6324 .._-1635 __. __. ..0_-- Q_._ 0 61 c)AED excursion 0 0 Envelope losstgain 13838 10694 6820 5967 12 a) Infiltration 1419 205 2326 335 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 26 5980 6 1380 Appliances/other 10200 19200 Subtotal(lines 6 to 13) 15257 27079 9146 26883 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 15257 27079 9146 26883 15 Duct loads 0% 0% 0 0 0% 0% 0 0 Total room load I I 15257I 27079 I I 9146I 26883I Air required(cf n) 111 111 1113 1113 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. +�.�wrlgR� ott C 2024-Feb-28 16:30:28 ° 4^ Right-Suite®U Pversal 2022 22.0.07 RSU10077 Page 2 s\Manual'J's\5775 W Mill Rd\5775 W Mill Rd.ru Calc=MJ8 Front Door faces: N ®k®�b Right-JO Worksheet Job: Old Mill Rd HE.ATtNG+COOLING Entire House Date: Feb 28,2024 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name FCU#4 FCU#5 2 Exposed wall 25.0 ft 29.0 ft 3 Room height 7.9 it 7.9 ft 4 Room dimensions 5 Room area 207.0 ft' 188.0 fN Ty Construction U-value Or HTM Area (fN) Load Area (ft') Load number (Btuh/ftk'F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-4sw 0.053 ne 3.6 0.94 40 40 121 37 0 0 0 0 1D=c2ow 0.570 ne 33.06 . 44.59 .0 0 0 0 0 0 0 0 -- 1 D7c2owd 0.570--Fe 33.06 ___44.59 - ._0. __ 0 _0 p -0 16X19-13ad 0.070 ne 1.97 0.98 0 0 0 0 0 0 0 0 11 L-( 1D-c2ow 0.570 ne 33.06 44.59 0 0 0 0 0 0 0 0 12F-4sw 0.053 •"se 3.07 0.94 8 8 24 7 0 0 .0 0 ._1D c2ow__________.__.____0.570 ._se- 33.06,_._-55.09__-.-_:0 _- _.__0 __.____0 -.___.-0 __ __.-0 __- _ 0-_____.0 :_.--_0. W 16X19-13ad 0.070 se 1.97 0.98 0 0 0 0 0 0 0 0 VL 12F-4sw 0.053 sw 3.07 -0.94 0 0 0 0' 126 117 359 110 1D-c2ow 0.570 sw 33.06 55.09 0 0 0 0 10 0 314 523 11D0. ._. -_ _--0.390._sw ___-22.62 _-__12.28._ _-0_ _ 0 _._.____o __._- _0._ __._.0 W 16X19-13ad 0.070 sw 1.97 0.98 _____0______0_ 0 0 0 0 0 0 12F-4sw 0.653 nw 3.07 0.94 150 '129 397 121 103 86 264 81 wll-- 10B-w 0.600 nw 34.80 24.30 0 0 0 0 0 0 0 0 �--G 1D7c2ow__ _.0.570 -nw __._33.06 __44.59 ______21, ___ __0___-.-_694 __ _936 _ _.__17.. _0._. _ .55,1 __7.43 W 16X19-13ad 0.070 0 nw 1.97 .98 0 0 0 0 0 0 0 0 C___ 18A.38ad� .__ :. _ 0.029 = 1.68.- _0.78 _ '_._0___ .0.. ______'0 _ -0_._ ___0-_ _ _0___ _0 _._ _0 2.40 ----0---_--.0---___0_ 0 0 C,- Cpartcailing,.,,-.- - _.__.._0.035..... _..____.2:04 _-.-.1.93__.. 98. ____­200 .. _65 __....___,65----- ._-132. ..__.--126, F 1-9A-30bswo__.--•-__- ---0.034. = -- 1,65 - --•-0.5-1 - 0----_-0-- - 0------ E__----.-19A730bswp:___•--_ ___._0.034-__-.____1.65. ___ 0.51. __.,___0-,-----_.0_--._____0 _--_-__ _0_-- _ ._0 . __---_0-. ___ 6 F 20P-4w 0.162 9.40 2.43 0 0 0 0 0 0 0 0 61 c)AED excursion 1 3491 1466 Envelope losstgain 1437 1640 1621 2048 12 a) Infiltration 473 68 548 79 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances/other 2600 2600 Subtotal(lines 6 to 13) 1909 4769 2170 5187 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1909 4769 2170 5187 15 Dud loads 0% 0% 0 0 0% 0% 0 0 Total room load 1909 4769 2170 5187 Air required(cfm) 200 200I I I 200 I 200 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -FI.F wrYgf�tsotC- 2024-Feb-2816:30:28 Rig ht-Suite®U niv ersal 2022 22.0.07 RSU 10077 Page 3 s\Manual'J's\5775 W Mill Rd\5775 W Mill Rd.rup Calc=MJ8 Front Door faces: N k0 b Right-M Worksheet Job: Old Mill Rd . W G.aT1NG+CO©LING Entire House Date: Feb 28,2024 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name FCU#6 FCU#7 2 Exposed wall 55.0 ft 102.0 ft 3 Room height 7.9 ft 9.0 ft 4 Room dimensions 5 Room area 242.0 ft' 62010 ft' T Construction U-value Or HTM Area ft' Load Area ft' Load y number (Btuhlft'-°F I (Btuh/ft') I or perimeter (ft) I (Btuh) I or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross I N/P/S Heat Cool 6 1 D c2owd•_ _ .__ _0 570 -ne __33.05 44.§9'_ -- 60 -^ fio ^1 O 50 14.. _ _ 0 U 6X19-13 80 11 _L-C_ 12F 4sw ad. .. 0.053 se -•33.07 40.94 166 '- 156 476 .._.. 146'._ _ 'ro_ 's6_ '390 _ 5 O, _1D-c2ow,_.___ _-_0.570 ..se.-___.33.06. --55.09 ____...10----_--_0 ._..___342 -._569.-------.-I.0 ----_.- ---0-------- _0. .-_- ___0. 0 0 2 9 279 549 273 W _M 13ad 0.070 se 1.97 0 98_ ___0 0 _. Vl! 12F-4sw, 0.053 sw DO 6.94 142 128 '•393 120 0 0 0 0 -_GG 1D-c2ow 0.570 sw 33.06 55.09 15 0 479 799 0 0 0 0 ___._.0.390_ sw .__22.62 _12.28 0 .__..__-0 _..____0._ _ ___.0 __-0-____._0 W_ 16X19�-73ad____ _ 0070 _sw 19-7 _0_. 180 _ 180 354- 176 12F-4sw 0.663 nw 3.07 0.94 63 63 194 59 0 0 0 0 10B-w 0.600, .nw 34.80 24 30 0 0 0 0 0 0 0 0 1 D,c2ow.' ___ _0.570 _.nw._ _33.06 __44 59 0. .._ _. 0 __ 0 - _ 0 __ 0 _. 0_ _0 _ .. .. 0 W_,---16X19.13ad- --_--- ------0.070-_nw- _ -.1.97 _ 0.98..-_ ._ .0_ -_0 _. . 0.._. _ -0--_ ,?I.9 --_ _279 r__ _549 _ 273 C __..- 18A-38ad___.__ __0.029 =_. __ 1.68 -0.78. _._.. 0 - 0 _ __ 0 . .__-_0..__._ 620.._'. ..620 :--1043 _. 485 --A- y _... - _ _ _ . F 19A-30b _ _0.034 _ ___...'1.65 . •__0.51 ._ ---___0 ._-__.- _,0__ 0 _? _0 -_ _ I64 -- _- --64~ 0 3 C C part ceiling 0.044 2 53 2.40 0 0 0 0 0 0 0 0 C C part ceiling 0.035 2.04 1.93 .85 85 173 164 0 _ 0 F 19A,30bswp _ 0.034 1.65 0,51 0 0 0 0 0- 0 F----•_...20P-4w-�__d _ ._...._,- .__..,.0;162. _�..-___.9.40 .._2.43. ------.0 __._._ Q__... .---_0.. ._--...._0.R.,_,..0-___.__.._0 0-._ _,-_..-0., ~.... - - - 61 c)AED excursion 1 01 I1 1 1 21 Envelope loss/gain 1 2254 1917 1 3327 1960 12 a) Infiltration 1040 150 2198 317 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 6 1380 Appliances/other 2600 12900 Subtotal(lines 6 to 13) 3294 5127 I 55251 16557 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3294 5127 5525 16557 15 Dud loads 0% 0% 0 0 0% 0% 0 0 AirrequTotl rm load d(cfrn) I I I 3214 200I 5127 200I I 5525 747I 16557 747I Calculations awroved by ACCA to meet all requirements•of Manual J�8th Ed. wrigh oPt' 2024Feb 28 16:30:28 ^-•�-• •� Right-Suite®Universal 2022 22.0.07 RSU10077 Page 4 ....\Manual'J's\5775 W Mill Rd\5775 W Mill Rd.rup Calc=MJ8 Front Door faces: N ®kob Right-J® Worksheet Job: Old Mill Rd H EATING+COOLING FCC#1 Bate: Feb 28,2024 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name FCU#1 ZONE#1 2 Exposed wall 86.0 ft 86.0 ft 3 Room height 7.6 ft 7.6 ft heat/cool 4 Room dimensions 1.0 x 818.0 ft 5 Room area 818.0 ft2 818.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area )!(ft2) Load number (Btuh/ft2_-F (Btuh/ft') I or perimeter (ft) I (Btuh) I or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6VL:t12F-4sw 0.053 ne 0.00 0,00 0 0 0 - 1D-c2ow 0.570 ne 0.00 0.00 0 0 0 0 0 0 0 0 �.._... 1D-c2owd_.- --.__ -- 0.570 ne_._ 0.90 _ .0.00 .. _ _..__0_..___,. .0 _....;0 _0'_•._._._. 0 - Q_�,.._.._0. _:. R VI/ 16X19-13ad 0.070 ne 0.00 0.00 0 0 0 0 6 0 0 0 11 _I�-G 1 D-c2ow _-_ 0.570 ne 0.00 0.00 __ 0 0 0 0 0__ 0_ 0 0 12F4sw, 0053 ,se 3.07 0.94 ^167 - 137 --422 -129 167 137 422 ---129 __..0670._se. _-_33.06 _ 55.09 ___ 30 0 _ _ _ 992. __._1653__. 30 _ 0.�_._992 ___1653, W 16X 19-13ad 0.070 se _ 0.00 0.00 __ 0 __ 0 _ 0 0 _ 0 � 12F-4sw +- 0.053 w - 3.07 0.94 ^' 258 187 575 " 176 258 187 _,- 575 - 176 1D-c2ow 0.570 sw 33:06 55.09 49 0 1603 26M 49- 0 1603 2672 s : ___11DU--___ 0.390-sw- _22.62 _ 12.28 -___ - __23 - _. -23 -.._.. 5.15 ._279 _._..^ 23._ -_- -23-_____-51 _5 ._._-._27a W _ 16X79_13ad _ 0.070-sw 0.00 0.00_ 0 0 0 0 0 _0. 0 _0 __ 12F-4sw 0.063 nw 8.07 0.94 228�-103 - 317 97 -228----103 -317, 47 108-w 0.600 nw 34.80 24.30 80 0 2784 1944 80 0 27.84 1944 1D_c2ow._ __ _ 0 570-nw.: _..33.06. __44.59 _ 45 _ _ __ 0_ _: _1488 _ 2007.:. 45 .._ 0 ____1988 _ 2007., _nw_ __.0.00 _ 0.90_ 0-__ -0 _-__ 0 -_ 0. _ _C-._._ .18A-38ad 0.029 -0.00--,_..-0.00 _ 0 -_0_ .-_-_.0. 0,._.__. _0 _-_-- _6.._.,._--6 __0 2.53 2.40 67 67 _ _170_ 161 67 _ _ 67 W _ 161 C- 00 C.part.ceiling,_ ; _._ 0.035 �_ w 0.00. -_0. -_�_ _ 0 _ _0 0 ._,_ _ -_0 o ---0 ___0 _. �_0. -19A-30bswp- 0.034,-__ 0.00- 0.00 0 0 19A,30bs6up ____0.034. -'--0.00 -0.00' _0_. __0 _. 0 -.�0 _>._0 --0----- 0 _0 F_ 20P=4w___ _ -,___0.162 - 9.40 --,_`2.43 818_ 818 _ __,7686 -_1988, ,__- 818,-___-818_._,__7686 61 c)AED excursion 1240 1240 Envelope loss/gain 16551 12344 16551 12344 12 a) Infiltration 1565 226 1565 226 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 30 6900 30 6900 Appliances/other 13700 13700 Subtotal(lines 6 to 13) 18115 33170 18115 33170 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18115 33170 18115 33170 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total room load I I 181151 331701 18115I 33170 Air required(cfm) 1600 1600 1600 1600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -FI.Z- wrigMoYt 2024-Feb-2816:30:28 Right-SuiteO U niversal 2022 22.0.07 RSU10077 Page 5 s\Manual'J'st5775 WMill Rd15775 W Mill Rd.rup Calc=MJB Front Door faces: N ®kQ � Right-M Worksheet Job: Old Mill Rd H EA79NG+COOL ING FCU#�2 Date: Feb 28,2024 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name FCU#2 ZONE#2 2 Exposed wall 78.0 It 1 78.0 it 3 Room height 7.6 it 7.6 it heat/cool 4 Room dimensions I 1.0 x 673.0 ft 5 Room area 673.0 ft' 673.0 ft' Ty Construction U-value Or HTM Area ft' Load Area I ft' Load number (Btuh/ft'-'F I (Btuh/ft') I or perimeter (ft) I (Btuh) I or perimeter (ft) (Btuh) Heat Cool Gross N/PIS Heat Cool Gross NIP/S Heat I Cool 6 12F 4sw - 0 053 ne 3.07 0.94 • - 258 137 421 129 258 7 42 131 129 1 D-c2ow 0.570 ne 33.06 44.59 60 0 1984 2675 160 0 1984 2675 10 c2owd_ _ __ ___0.570 ne_ _ 33.06 _ _44,59 _ __61_ .,_ ____0 2028-_ _2735 ___-61_ _ _0 __ ,2026 2735,. v� 16X19-13ad 0.070 ne 0.00 0.00 0 0 0 0 0 0 0 0 11 _ G 1 D-c2ow0.579 _ne- - 0.00 __ 0.00 --- 0 -- 0 _---0 - 0- ---_0 0__ ___0 ,. _____0 V�! 12F 4sw 0.053 ''se 3.07 0.94 198 168 515 157. 198 168 515 157 L--G_1D_c2ow_ .� -_0.570 se. -_.33.06 -_;55.09 ;-_._,_.30__- -__.,.0._. : _992_--._-1653_.__._._30._ _,r 0 _.__.992 ___:.21653, W 16X19-13ad 0.070 se 0.00 0.00 0 0 0 _ 0 0 0 0 0 12F4sw 0.053 sw ' •0,00 6.00 0 0 0 0 0 6 - 0 0 1 D-c2ow 0.570 sw 0.00 0.00 0 0 0 0 0 0 0 0 - . .1.1D0..._�._ __---. _.. .0.390_ sw_.___.0,00 -_A.00___. _:�_-0 ___.:_.0.._ ___0 _0__ _ ..0_-.. _-_0 W_ 16X19_13ad,--- ---.-•0.070 _sw -0.00. ---0.00-- -0 0. --- -0 --0- - A- - .0-------0, -_0 V12F4sw 0.053 my 3.07 0.94 437 105 322 9tl 137 105 322 96 10B-w 0.600 nw ,.'0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ow__ _ _. _._.0.570,_nw _33.06 _ __44.59 _ __32 -0 .__..'1058 __.._.'_1427._ -.__.32 _.-0._....1058 _ _ 142Z nw,-_-_0.00 _.__0,00 .__.. 0 . ._. - .0 __ -0 0 C_ __ .IBA-38ad__ _.- --- -_..___0.029,--___ ___-0.00 __,0.00 __.0. _'------0--.`_-- 0-- --- U --- --. _0.-__,._.-_0 0-------- CC part ceiling,_ _,-_-- --_- __0.044 _ _. 2.53 .. 2.40 - 77 77 195 185 - -- -77 __-__77_ --- 195 -__,T185 C-_... ,Cpartceiling,a-:_ ..- .0.035 _ -.0.00 ----_0.00 _._ 0_. ,_%_ 0 I', 19A-30bswo.__-_. _.�.0.034 __-.- __. 0.00 .._0.00 .__.__._.0 _� -_,_ _0 0__.___...�._ 0 _.._19A;30bswp0.04 r0.00 ._ _-0.00 _.:__.:. 0,,._ _,,__0. _____o__._...._0 . ._-.___0 F__ _ 20P4w___.-____ 0 162 _- ___ 9A0 __2,43 673 ___673 6324 1635 I673 673 6324 1635_ 6 c)AED excursion 0 I 0 Envelope loss/gain 1 13838 10694 1 13838 10694 12 a) Infiltration 1419 205 1419 205 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 26 5980 26 5980 Appliances/other 10200 10200 Subtotal(lines 6 to 13) 15257 27079 I 15257 27079 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 15257 27079 15257 27079 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total room load 15257 27079 15257 27079 Air required(cfm) I I I 1113� 1113� I I 1113I 1113 Calculations approved by ACCA to meet all reouirements of Manual 18th Ed. t f - wrig9�tsotPC 2024-Feb-2816:30:28 �+�• Right-Suite®Universal 2022 22.0.07 RSU10077 Page 6 s\Manual'J's\5775 W Mill Rd15775 W Mill Rd.rup Calc=MJ8 Front Door faces: N ®k0b Right-JO Worksheet Job: Old Mill Rd 14EATING+COOLING FCU#3 Date: Feb 28,2024 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name FCU#3 ZONE#3 2 Exposed wall 123.0 ft 123.0 ft 3 Room height 7.9 ft 7.9 ft heat/cool 4 Room dimensions 1.0 x 758.0 ft 5 Room area 758.0 ft' 758.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'-°F (Btuh/W) I or perimeter (ft) I (8tuh) I or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool _ ..- _ 6 12F-4sw 0.053 ne 3 07 6.94• 332 u281 863 263 332 _ 281 - 863 263 1D c2ow 0.570 ne 33.06 44.59 - 51 0 1686 2274 51 0 1686 2274 1D-c2owd.L,_ _- -•---0570 _ne ___000 _OAO,_ ___Q _. 0 3 _. Q .. 11 � 16X19-13ad 0.070 ne 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 _ne 0.00 _0.00 0 0 _ _ 0_ _ 0 0_ 0 _ 0 0 V►! 12F-4sw - - 0.053 se - 3.07 _ 0.94 308'- 291 895 273 -- 308 - 291 895 273 1-G _1D,c2ow--_--_-___._____0.570._se..--.33.06 _.._55.09 ____.____17 ___-0___562_____937 '____°.562_ ,_937_ W - 16X19-13ad 0.070 se 0.00 0.00 0 0 _ 0 __ 0 _ 0 _ '- 0__ 0 _ 0 , 12F-4sw - -0 053 sw - -3.07 0.94 166 v 166 - 510 156 166 166 .510 156 -G 1 D-c2ow 0.570 sw 0.00 0.00 0 0 01 0 0 0 0 0 D ,11D0 -___---- -_--- . ._0390._sw._._0.00._-.0.00 _ 0 ._..__-__0 --------0 _-______.0 _____0 ______0.__._,._ 0- 0 16X19_13ad -_ ___ 0.b70_sw-__-0.00-. _QA0._,__-_ Q___ -0--. 0 __.0_---_ .0 0 0 -- 0 12F-0sw -0.053 nvi 3.07 0.94 166 149 458 140 166 ­ 149-- 458 140 1013-w 0.600 nw 0.00 0.00 0 0 0 0 0 0 0 0 1D_Qow__ ._. __ -_0.570 _nw_ - 33.06.___44.59 .____,17 __.___0 _ _562 ___ _758 ____17 _ __._:0_.____562 _ __758 _W.-__-16X19-13ad -- -0,070_nw _. .,_4.00. __0` 0-._._._._0 0 0 0 0 _C_ 18A,38ad-_-_---_-__. .-- 0.029._ ---0.00 _ ..0.00 -:_ ._ 0 _ _ 0 0------_0.. .-__0 0,- _ _.0 .------__0.__. .-_--0 C ___ C part ceiling, _�_ 0.044 0.00 0.00 _ _ 0 _ 0 _0 C C__._. _partceiling,_____-_ _ �0.035_ _ 2.04. _1.93 _�591 _�591._ __ 1205 ----1.142�___591 __- _591 -___1205 A142 _F 19A-30bswp_ 0.034_� 1-.65 __ 0..51 48---__48 µ__79 _____-25_ 48 ___v 48 ^_-e79 _____,__25 --- --- - - .F__,____ 19A-30bswp__'___________0.034, _0.00, ___0.00.'--_.- 0 �_ _,0--------__0 -_0____ _0.._._._._._0 ..____,.__0 0.00 0 _- -0 0 0 0 0 0_______0- ---- ----- 61 c)AED excursion 0 0 Envelope loss/gain 6820 5967 6820 5967 12 a) Infiltration 2326 335 2326 335 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 6 1380 Appliances/other 19200 19200 Subtotal(lines 6 to 13) 9146 26883 9146 26883 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 9146 26883 9146 26883 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total room load Air requi d(cfm) I I I 1111 26863I ill I 11 3I 26813I Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. =Lqt f't- 2024-Feb-2816:30:28 W 1d _ Right-Suite®Universal 2022 22.0.07 RSU10077 page 7 ...sUNanual'J'sX5775 W Mill Rd15775 W Mill Rd.rup Calc=MA Front Door faces: N �0 � Right-M Workshmt Jlob: Old Mill Rd HATING+COOLING FCU#4 Date: Feb 28,2024 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name FCU#4 ZONE#4 2 Exposed wall 25.0 ft 25.0 ft 3 Room height 7.9 ft 7.9 ft heat/coal 4 Room dimensions I 1.0 x 207.0 ft 5 Room area 207.0 ft' 207,0 f? Ty Construction U-value Or HTM Area (ft') Load Area I (ft') Load number (Bt_v 'u-°F I (Btuh/ft.) I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat I Cool Gross I N/P/S Heat Cool Gross I N/P/S Heat Cool 6 Vy 12F-4sw 0 053 ne 3.07 0.94 40 40 121 37 40 40 121 37 II�G 1 D c ow, 0.570 ne 0.00 0.00 0 0 0 0 0 0 0 0 - 1 D_c2owd'_I - - - -_0 570 _ne ___0.00 '____.__0.00 .0 0_-- -_0 ---0 0 16X19-13ad 0.070 ne 0.00 0.00 0 0 0 0 0 0 0 0 11 1D-c2ow 0.570 ne__ 0.00 0.00 0 0 0 0 0 0 0 0 Vjl 12F-4sw V. - 0.053 se '-=3:07 �0.94 8 B 24 7 8 8 24 7 1D-c2ow._,__..:._---- ----0.570 'se_ -_-.0.00..__--_0.00 __0 _0___.__.0 -0--=-_ _10. .___0 ____,__o W 16X19�13ad _- 0070 se 0m00 0.00 0 _ 0 �ry 0 0 0 4 12F4sw. 0.053 ,sw. 0,00 9,00 0 0 0 '0 0 0 �0 .0 _L-G. 1 D-c2ow 0.570 sw 0.00 0.00 0 0 0 0 0 - 0 0 0 � D -sw --0.00 000 _-0 __� 0 --- r0 -- 0--- 0___---__0- W __ 16X19 1.3ad 0.070_sw- --0.00 , 0.00 _ _0,__.__ 0 _ 0-__ 0 0 r 0 0 0 w ... T 120 397 120 12Fsuv 0.053 nw, 3:07 0.94 150 129 397 121 150 108-w 0.600 nw 0,00 0.00 0 0 0 0 {0 . 0 0 A 1D-c2ow_ 0 570 nw 33.06 44.59 21 0 694 936 21 -. 0 __-__694 - ,_"_936 W _ 16X19-13ad 0.070 nw------0.00 ,0.00, _._ _0 0 0 .. 0 0 _- 0 �_-0 -_- 0 18A08ad_ 0 029 _ - 0.00 _0.00 _.__'0 0 0 0 0 0. __0 _0 C C part ceiling - 0.044 :1.93 0.00 0.00 0 0 0 0 . 0 0 0 d C.part ceiling,- __ ._2,0.4 . _ __., - ____-__. 98 _ _._98 -, - 200__._ 189 _ 98 98 _:200 169 F_- _ 19A_30bswo_-----__---•-0.034,--•-_--__.0.00 _._._0.00 -_.0._.__.__.. 0 19A-30bswp-_-_..__._ ._._..�6.034 :.-__ _.__._0.00-_. .__0.00 '__0. ___.-0 ______0 ----:•. _0._._ 0 _ _:__0___-._0. __.0. F_.-_._20P-4w.•,__.--_-----_.-,_ 0162 _ -- -0.00- -__000,--- 0 --- ._-_-0 _.__-_..0 _ _._0 _0 0 .0 0' ------------ 61 c)AED excursion 1 [_ 3491 + 1 1 1 349 Envelope loss/gain 1 1437 1640 1 1437 1640 12 a) Infiltration 473 68 473 68 b) Room ventilation 0 0 J 0 0 13 Internal gains: Occupants @ 230 2 460 I 2 460 Appliances/other 2600 11 2600 Subtotal(lines 6 to 13) 1909 4769 1909 4769 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1909 4769 1909 4769 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Tot Air required(cfm) I I room load1909 200I 4769 200I I I 769 1200]909 4200I Calculations aoaroved by ACCA to meet all requirements of Manual J 8th Ed. -Flowrlg0 xtsofY 2024-Feb-28 16:30:28 r� Rig ht-Suite®Universal 2022 22.0.07 RSU 10077 Page 8 .'M1� ...sUNanual'J'sX5775 W Mill Rd15775 W Mill Rd.rup Calc=MJB Front Door faces: N IN"kQ�� Right-J® Worksheet Job: Old Mill Rd HEATING+COOLING FCU#5 Date: Feb 28,2024 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name FCU#5 ZONE#5 2 Exposed wall 29.0 ft 29.0 ft 3 Room height 7.9 ft 7.9 ft heat/cool 4 Room dimensions 1.0 x 188.0 It 5 Room area 188.0 ft' 188.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'-°F (Btuh/ft') I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 12F-4sw 0.053 ne 0.00 0.00 - 0 0 0 0 0 0- 0 - - 0 1 D-c2ow 0.570 ne 0.00 0.00 0 0 0 0 0 0 0 0 11D-c2owd_ .._ - -• ..- - 0.570 ne- -----0A0 _ _0.00 -- 6 - - 0 - ._'_...0 - - = 0..__ .-0-- --0 0 16X19-13ad 0.070 ne 0.00 0.00 0 0 0 0 0 0 0 0 11 1 D-c2ow 0.570 ne 0.00 0.00 0 0 0 0 0 0 0 0 12F�sw 0.053 se 0.00 0.00 0 0 0 0 0 0 0 0 T-G.JD-c2ow; _.___..-__ ._:.__0.570 _se---- --0.00,------0.00 - -_0 ..--_---e.0._-,_=0 -0 ------_-0.__-_-.-0..- -'_ 0. W 16X19-13ad 0.070_se 0.00 0.00 0 _0 0 _ 0 0 0 0 0 12F-4sw -- -- �-0053 sw -- 3.07 - 0.94 126- -- 117 --359^ - 110 - 126 _-- 117 359 - ^110 1 D-c2ow 0.570 sw 33.06 55.09 10 0 314 523 - 10 0 314 523 __�p 11D0_. _-�_. 0.390 .sw_ _ .0.00- __-0.00 _--._.0 0- -- - 0 _-_ -_-0 .. ._._.-0 _ 0 - - _--0.---,- --0 W 16X19-13ad 0.070 sw 0.00 0.00 0 _ 0 0 0 _ 0 0 0 0 12F-4sw 0.053 nw 3.07 0.94 163 y 86 264 81 _ - 103 86 264 81 10B-w 0.600 nw 0.00 0.00 0 0 0 0 0 0 0 0 ID-c2ow__ ___ ._ _ 0.57,0 -nw -t33.06 - _-44.59,-_ : 17 _ ._ 0. _ ._-55.1 _,_ 743 .__ _17. -0 ,__ 551. _.,__ 7,43, _16X19_13ad., 0.070 _nw 0.00 _^0.00 -0 0 0 0 0, _ 0 C_____ 18A-38ad _-___-_ __0.029__-_ -_._0.00. ___0.00.___.__ C C part ceiling, _- _0.044 0.00 0.00 0 0 0 _ 0-__ _0 C.paitceiling,.._,_ __ -_-_._0035.__-._ _ 2.04 1.93 : 65 65----_-_-132__,-__.126, -_---_65' :65.-...___.132.__._-:126 F 19A-30bswp_.___ - --- 0,034_--- ---0.00- 0.00. __._.__ . ..0 0 .19A-30bswp -----_..-- -_--_0.034_-_-- -.0.00. -__-0.00_- _0-- ---,__0 -.-- -0 _._-----0-..._--0__.�_0.---..-----0 ---�-0. F 20P 4w 0.162 0.00 0.00 0 0 0 0 0 0 0 0 61 c)AED excursion 1 4661 1 1 466 Envelope loss/gain 1 1621 2048 1 1 1621 2048 12 a) Infiltration 548 79 548 79 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances/other 2600 2600 Subtotal(lines 6 to 13) 2170 5187 2170 5187 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2170 5187 2170 5187 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total room load Airrequi d(cfm) I I 2187 200I 5200I I I 2200I 17 5200I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. L =222 oPr- 2024-Feb-2816:30:28 l- Right-Suite®Unlvar sal 202222.0.07RSU10077 Page s\Manual'J's15775 W Mill Rd15775 W Mill Rd.rup Calc=MA Front Door faces: N kQI Right-M Worksheet Job: Old Mill Rd FCU#6 Date: Feb 28,2024 H EATtNG+COOLING I Kolb Mechanical By: FR 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name FCU#6 I ZONE#6 2 Exposed wall 55.0 ft 11 55.0 ft 3 Room height 7.9 ft 7.9 It heat/cool 4 Room dimensions 1.0 x 242.0 ft 5 Room area 242.0 ft' 242.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area 1 (ft') Load number (Btuh/ft'-°F I (Btuh/ft') I or perimeter (ft) I (Btuh) I or perimeter (ft) (Btuh) Heal Cool Gross N/P/S Heat Cool Gross ' N/PIS Heat Cool 6 12F 4sw V f _ ` 0 053 'ne 3.07 0.94 63 63 194 59- 63 63' 194 59 1D-c2ow 0570 ne 0.00 0.00 0 0 0 0 0 0 0 0 1D_c2owd _ :_..,. _0.570 :i _.0.00 0.00'. -0.._..-= 0_ 0 -- - -0 . - 0 .__. ._.0 U 11 � 16X19-13ad 0.070 ne 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 _n_e 0.00_ 0.00 0 0 0 0 0 0 0 0 12F!3sw 053 se -3,07 0.94 166 - ,156 478 146 166 156 --^478 146 _ 1Dc2owr _ ,_ 0.570__se. __ 33.06 __55.09.-_.__.__10 _ _ .0 342__ ._._.569___--90_____ .-0'. _<342 .- 569. W 16X19-13ad 0.0 70 se 0 00 0.00 0 0 0 0 10 _ 0_ 0 0 12F-4sw. 0.053 -sw 3.07 0 94 142 128 393 `120 - 142 128 '- 393 120 1 Dc2ow 0.570 sw 33.06 55.09 15 0 479 799 15 0 479 799 . 11D0-_----...__ ,_.-..._0,390 ._sw-,__..,_0.00 ___-0.00_ __._.-0 _.._----0__-____ 0 ___ 0._-_- ddIO.__._-_ _0 .--_ __ 0 -_..,w-0 W--- 16X19-13ad---- - -0.070-sw. --0.00 0:00- - .0- 0--- 0 --- -0 --1-0 ,.. -0 -_ 0 ._.0 12F-4sw, A053 nw 3.07 0.94 63 63 194 59• 63 63 194 59 10B-w 0.600 -nw 0.00 6.00 0 0 0 0 0 0 0 0 �� 1Dc2ow - _ ---_.::_ 0.570 ,.nv+_ _ ,-0.00 ._.-_0.00 -_ --'._0 ----• --0 _ 0 .;___ _0 0 ._.__. 0 0 _- --:_A W 16X19-13ad 0.070 nw 0.00 0.00 0 0 0 0 0 0 0 0 C _ 0 _ _ ,_...01. 0 ,_ _... C __ C part ceiling __ ___ _ OA44 _ _ 0.00 _ 0.00 0 0 0 0 0 0 0 0 C __ C paR ceilmg,_ 0 035 2.04 1.93 85 _ 85 .. 173 164 f 5.. _ 85 . -. 173 164 F 19A 30bswo _0 034 -._ __._.0.00 0.00 -_0 0 0 0 0 ._.. _._ _R._.......-,__0 F_ -.. 19A,30bswp___._ _0 034 - _-. _. 0.00._.__:0.00 _ _ _._0._ .___L0 ..___�_:0_ 0 .� 0._ .__ 0_-___._ _0 -'--d F __ 20P 4w 0 162 -0.00 ---0.00 0 _ 0 _,. 0----.--0 0 0_ 0 0 _ j. 6 c)AED excursion 0 0 Envelope loss/gain 1 2254 1917 I 2254 1917 12 a) Infiltra0on 1040 150 I 1040 150 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 I 2 460 Appliances/other 2600 II 2600 Subtotal(lines 6 to 13) 3294 5127 1 3294 5127 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3294 5127 3294 5127 15 Duct loads 0% 0% 0 0 '0% 0% 0 0 Total room load Air required(cfm) I I I 3294 200I 5127 200I , I I 3294 200I 5127 200 I Calculations approved by ACCA to meet all requirements of Manual J 18th Ed. -i�- wrlgl�ffioYC� 2024Feb-2816:30:28 ,--- Right-Suite®Universal 2022 22.0.07 RSU10077 Page 10 ...'W.nual'J's15775 W Mill Rd15775 W Mill Rd.rup Calc=MJ8 Front Door faces: N 09 ko b Right-M Worksheet Job: Old Mill Rd H EATiNG+COOLING FCU#7 Date: Feb 28,2024 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name FCU#7 ZONE#7 2 Exposed wall 102.0 ft 102.0 It 3 Room height 9.0 ft 9.0 It heat/cool 4 Room dimensions 20.0 x 31.0 It 5 Room area 620.0 ft' 620.0 ft' Ty Construction U-value Or I HTM I Area (ft') I Load I Area (w) Load number (Btuh/ft-. F) (Btuh/ftz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 try 12F-4sw 0.053 ne 0.00 0.00 0 0 0 0 0 0 0 0 1D c2ow 0.570 ne 0.00 0.00 0 0 0 0 0 0 0 0 - --.,IDc2owd_- _ _-0,570.,rtg_ _.0.00 v0.00........_ 0---.._..0 .._. .___0. _:..._ ,_.0... ._ 0______._Q Vt/ 16X19-13ad 0.070 ne 1.97 0.48 180 166 330 164 180 168 #330 164 11 Imo; 1 D-c2ow 0.570 ne 33.06 _44.59 12 0 397 535 12 0 397 535 12F 4sw -_ - -0.053 se ---0.00 0.00 0 -- U---p--- -0- - - - _0 -- 0 t-G. 1D_c2ow__ . _.__ __ -0.570 _se_ __O,W _____0.00 __-._0 __-._.____0-____ _0 _-.____0.._.___._;__0 _0 __0 W 16X19-13ad 0.070 se 1.97 0.98 279 279 549 273 279 279 549 273 12F-4sw 0.053 sw 0.00 0.00 _ 0 U _-_ 0 0 _-_ "0 0 0 0, 1 D-c2ow 0.570 sw, 0.00 0.00 0 0 0 0 0 0 0 0 ._11D0-______-- _ .___-0390_sw _ _0.00 ____0.00 _.__._0 __-.,__ 0 .-_ _.._0 - c__-_0 --- __0 --.-..-0-----0-.-_ __0 W__4 16X19,13ad 0.070. sw 1.97 -__-0.98 180____180 -� 354..___-_176 _____180-,180 354 _176 -12F 4sw 0.053 nw 0.00 0.00 0 0- 0 0 0 0 _ 0 0 108-W 0.600 nw 0.00 0.00 0 0 0 0 0 0 0 0 _ __ ..,ID-c2ow__ __0.570 nw_. _0.00 ._..0.00 __._ _0 _.__ _.e 0 -______0 __ 0 _-_.0..:__:._._0 ______0- ____._"A' W 16X19_13ad_---,_-_.____ 0,070__nw -___ 1.97 ___0 98-____279 -,_---279____549.---------273_____279,____.__279-y 549. _C--:_ 18A-38ad-_.._-___ _._�.__0.02'a _ _ ___ 1.6B ___0.78___.__.620____.__620___ .._1043. -__--485____._620,___.-_620 ___--1043._.-____485. C - C part ceiling,-_ __ 0.044 0.00 0.00 0 0 0 0 0 0 0 0 C_____C.pad ceiling,_._----.-_0.035,_ -._ -- -0.00,___-0.00 _---.0_ __0 --__-0 _- _0_______._0 -- --0_-_._..0- _._ .A. F-__ 19A-30bswp .___ -_-0.034-.-. -_-0.00,--_0.00____-,___0._.._ 0 _P..___ 0,_- _,.-.0 __,.-._-19A,30bswp --_- ,_-- ,--__.__0.034 --__ .--_.1.65,_-.-0.5,1. __�,-64._'_____64 _106---__�;33____._..64 -_ _._ 64--_-_.._•106,___,__'_33. F- 20P-4w_ -----_0.162 _ -0.00--•---0•00 ______0 -0 - -___0 _____0 -------0 -- - -0_._-,_---0 ______0_ 61 c)AED excursion 1211 1 121 Envelope loss/gain 3327 1960 3327 1960 12 a) Infiltration 2198 317 2198 317 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 6 1380 Appliances/other 12900 12900 Subtotal(lines 6 to 13) 5525 16557 5525 16557 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 5525 16557 5525 16557 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total room load I 5525I 16557I I I 5525I 16557 Air required(cfm) 747 747 747 747 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. L A- wrl 2024-Feb-28 16:30:28 Right-Suite®Universal 2022 22.0.07 RSU10077 Page 11 s\Manual'J's\5775 W Mill Rd\5775 W Mill Rd.rup Calc=MJ8 Front Door faces: N N First FI ZONE NE #' Job#: Old Mill Rd Kolb Mechanical Scale: 1 : 72 Performed by FIR for: Page 1 5775 W Mill Rd 11500 Old Sound Ave. Right-Sude@ Universal 2022 5775 W Mill Rd Mattituck,NY 11952 Mattituck,NY 11952 22.0.07 RSU10077 Phone:(631)298-5527 2024-Feb-28 16:31:06 info@kolbmechanical.com 775 W Mill Rd\5775 W Mill Rd.rup N Second FI Z E ZONE# i 17UZONE #i ZONE#, Job#: Old Mill Rd Kolb Mechanical Scale: 1 : 72 Performed by FR for: Page 2 5775 W MiII Rd 11500 Old Sound Ave. Right-Su t�Universal 2022 5775 W Mill Rd Mat6tuck,NY 11952 Mattituck,NY 11952 22.0.07 RSU10077 Phone:(631)298-5527 2024-Feb-28 16:31:06 info@kolbmechanical.com 775 W Mill Rd\5775 W Mill Rd.rup N Third FI ZONE`#= Job#: Old Mill Rd Kolb Mechanical Scale: 1 :72 Performed by FR for: Page 3 5775 W Mill Rd 11500 Old Sound Ave. Right-Suds Universal 2022 5775 W Mill Rd MatGtuck,NY 11952 22.0.07 RSU10077 Mattituck,NY 11952 Phone:(631)298-5527 2024-Feb-28 16:31:06 info@kolbmechanical.com ...775 W Mill Rd\5775 W Mill Rd.rup Xkolb Duct System Summary Job: Old 28 0 Date: Feb 8,224 HEATING t COOLING FCU#1 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project Information For: 5775 W Mill Rd 5775 W Mill Rd,Mattituck, NY 11952 Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.70 in H2O 0.70 in H2O Available static pressure 0.30 in H2O 0.30 in H2O Supply/return available pressure 0.209/0.091 in H2O 0.209/0.091 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 1600 cfm 1600 cfm Total effective length (TEL) 256 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln (ft) -Trunk ZONE#1 h 2019 214 214 0.080 9.0 Ox 0 VIFx 30.0 130.0 st5 ZONE#1-A c 3685 213 213 0.080 9.0 Ox0 VIFx 20.0 130.0 st5 ZONE#1-B c 3685 213 213 0.080 9.0 Ox 0 VIFx 21.0 130.0 st6 ZONE#1-C c 3685 213 213 0.080 9.0 Ox 0 VIFx 22.0 130.0 st6 ZONE#1-D c 3685 213 213 0.080 9.0 Ox 0 VIFx 30.0 130.0 st6 ZONE#1-E c 3685 213 213 0.080 9.0 Ox 0 VIFx 38.0 130.0 st6 ZONE#1-F c 3685 213 213 0.080 9.0 Ox 0 VIFx 36.0 140.0 st6 ZONE#1-G c 3685 213 213 0.080 9.0 Ox 0 VIFx 28.0 150.0 st6 ZONE#1-H c 3685 213 213 0.080 9.0 Ox 0 VIFx 24.0 140.0 st5 Supply TrunkDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st5 Peak AVF 640 640 0.080 720 12.2 8 x 16 ShtMetl st6 Peak AVF 1280 1280 0.080 768 15.8 8 x 30 ShtMetl Bold/italic values have been manually overridden -�- wrightsof - 2024-Feb-2816:30:30 ,��+ „ .dU.• W-� Right-Suite®Universal 2022 22.0.07 RSU10077 Page 1 lrii� ,..swanual'J's\5775 W Mill Rd\5775 W Mill Rd.rup Calc=MJ8 Front Door faces: N DetailReturn Branch Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb1 Ox 0 1066 1067 66.0 0.080 677 17.0 Ox 0 VIFx rb2 Ox 0 854 853 78.0 0.080 611 16.0 Ox 0 VIFx t Ad- wrightsoft" 2024-Feb-2816:30:30 a. ,• ..,�•,o, Right-Suite®Universal 202222.0.07RSU10077 Paget J+CK...sWlanual'J'sk5775 W Mill Rd\5775 W Mill Rd.rup Calc=MJ8 Front Door faces: N Job f 1 ��' Duct System Summary Date: Feb28, 0 ��� Date: Fe 28,2024 HEATING+COOLING FCU#2 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Emai(:info@koibmechanical.com Project • • For: 5775 W Mill Rd 5775 W Mill Rd, Mattituck, NY 11952 Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.70 in H2O 0.70 in H2O Available static pressure 0.30 in H2O 0.30 in H2O Supply/return available pressure 0.226/0.074 in H2O 0.226/0.074 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 1113 cfm 1113 cfm Total effective length(TEL) 320 ft SupplyDetail Table Design Htg Cig Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk ZONE#2 h 2183 191 191 0.080 9.0 Ox 0 VIFx 21.0 105.0 st3 ZONE#2-A C 3868 191 191 0.080 9.0 Ox 0 VIFx 25.0 140.0 st3 ZONE#2-B C 3868 191 191 0.080 9.0 Ox 0 VIFx 21.0 150.0 st4 ZONE#2-C c 3868 191 191 0.080 9.0 Ox 0 VIFx 30.0 140.0 st4 ZONE#2-D c 3868 191 191 0.080 9.0 Ox0 VIFx 27.0 70.0 st4 ZONE#2-E c 3868 191 191 0.080 9.0 Ox 0 VIFx 41.0 200.0 ZONE#2-F c 3868 191 191 0.080 9.0 Ox 0 VIFx 0 0 Supply Trunk DetailTable Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 382 382 ' 0.080 573 10.0 8 x 12 ShtMetl st4 Peak AVF 572 572 0.080 644 11.7 8 x 16 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 1336 1336 79.0 0.080 678 19.0 Ox 0 VIFx Bold/italic values have been manually overridden " wr ightsofC" 2024-Feb-28 16:30:30 Zry . h,• ,.., Right-Suite®Universa1202222.0.07RSU10077 Page a ,,,slManual'J's15775 W Mill Rd\5775 W Mill Rd.rup Calc=MJ8 Front Door faces: N Duct System Summary Job: Old Mill Rd Hkolb Date: Feb 28,2024 FCU#3 By: FR HEATING}COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 5775 W Mill Rd 5775 W Mill Rd, Mattituck, NY 11952 Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.70 in H2O 0.70 in H2O Available static pressure 0.30 in H2O 0.30 in H2O Supply/return available pressure 0.208/0.092 in H2O 0.208/0.092 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 1113 cfm 1113 cfm Total effective length (TEL) 275 ft Supply Branch • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk ZONE#3 h 1309 191 191 0.080 9.0 Ox 0 VIFx 8.0 105.0 ZONE#3-A c 3840 191 191 0.080 9.0 Ox 0 VIFx 16.0 175.0 st2 ZONE#3-B c 3840 191 191 0.080 9.0 Ox 0 VIFx 25.0 165.0 st2 ZONE#3-C c 3840 191 191 0.080 9.0 Ox 0 VIFx 35.0 140.0 st2 ZONE#3-D c 3840 191 191 0.080 9.0 Ox 0 VIFx 32.0 105.0 st2 ZONE#3-E c 3840 191 191 0.080 9.0 Ox0 VIFx 25.0 160.0 st2 ZONE#3-F c 3840 191 191 0.080 9.0 Ox0 VIFx 26.0 150.0 st2 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2 Peak AVF 1144 1145 0.080 793 15.1 8 x 26 ShtMetl Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (Cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb4 Ox 0 1336 1336 84.0 0.080 678 19.0 Ox 0 VIFx Bold/italic values have been manually overridden w,lr?glh�oft- 2024-Feb-2816:30:30 .,,,........,,ft Right-SuiteO U niversal 2022 22.0.07 RSU1 0077 Page / � ...swanual'J's\5775 W Mill Rd\5775 W Mill Rd.rup Calc=MJ8 Front Door faces: N J. Pontieri, P.E., D.P.C. I I 16 Commercial Blvd.,Suite 1A,Medford,NY 11763 Tel:(631)320-1040 Email:office@jp-ce.com JPCE CONSULTING ENGINEERS October 17,2023 Kyle Allan Project Manager � � (�lei � � [�Q (�L5 _ Chesterfield Associates, Inc V P.O. Box 1229 Westhampton Beach,NY 11978 J U N - 4 2024 RE: Old Mill Inn 5775 W. Mill Rd Building Department Town of Southold . Mattituck,NY 11952 Timber Pile Installation Certification Dear Mr.Allan: J.Pontieri,P.E., D.P.C.Consulting Engineers(JPCE)was retained by Chesterfield Associates to conduct pile installation oversight for the installation of(63)timber piles.The proposed piles were installed to varying capacities(refer to the attached pile location plan for associated pile installation capacities)for the proposed elevated foundation at the above referenced address. Based upon original blow counts recorded by JPCE,(3) of the-(60)timber piles did not meet the minimum pile capacities specified within the project drawings prepared by E2 Engineers.Chesterfield coordinated with the engineer of record(EOR)and determined additional timber piles should be installed adjacent to the(3)piles that did not reach the specified capacity. It was determined by the engineer of record that the additional pile would achieve a joint capacity that was acceptable to the engineer of record. JPCE reviewed the pile driving equipment and associated blow counts for each of the installed timber piles. The driving equipment utilized by Chesterfield Associates Inc.was a Mantis crane equipped with the MKT 963 air hammer. Based upon hammer specifications provided by Chesterfield,the hammer operated at a minimum energy equivalent to 8,750 foot-pounds.The blow counts for the last foot of each recorded pile were examined. Based upon the foundation design drawings prepared by E2 Engineers with a latest revision date of 6/5/2023, I hereby certify that all (63) installed timber piles were installed and met the required capacities as outlined in the foundation design drawings and latest correspondence furnished by Chesterfield with the engineer of record. Recorded blow counts were examined, and the capacity of the piles was calculated using the Dynamic Pile Driving formula. Attached is a pile summary sheet and a pile location plan for reference'with each pile's calculated capacity. Please.contact me at(631)320-1040 ext.201 should you have any questions. OF MEWY Sincerely, .�P O P&AN P ,A J.Pontlerl,P.E.,D.P.C. C �� 4;;, n Jason A.Pontieri,P.E. m Principal Z(P F� 097859 = A � J.Pontieri P.E.,D.P.C.—Engineering&Consulting ROFESSIOt, J. Pontieri, P.E., D.P.C. Tel:(631)320-1040 16 Commercial Blvd.,Suite 1A, Medford, NY 11763 Email:office@jp-ce.com Prepared For:Chesterfied Associates Inc Job Location: Old Mill Inn j Mattituck, NY Date Installed 7/12/2023 J P C E Note:n refers to Hammer Wt.: 1600 Ibs CONSULTING ENGINEERS Hammer Energy: 8750 ft-Ibs blows per foot Pile No. Nominal Capacity Final Ft.n Required Vert. Nominal Capacity (kips) Capacity(kips) 1 1 51 50 9 was calculated 2 2 56 56 9 utilizing Dynamic 3 3 49 47 9 Pile Driving Formula 4 4 51' 49 9 5 5 52 51 9 6 6 56 57 9 7 7 50 48 9 8 8 52 51 -9 9 9 51 50- 9 10 ' 10 57 58 9 11 11 54 54 9 12 12 54 54 9 13 13 50 48 9 14 14 47 44 9 15 15 49 47 9 16 16 58 59 9 17 17 54 54 9 18 18 . 50 48 12 19 19 50 48 14 20 20 48 45 12 21 21 -49 47 12 22 22 51 49 12 23 23 49 47 12 .24 24 47 44 8 25 25 51 49 8 26 26 48 45 8 27 27 49 47 5 28 28 50 48 20 29 29 47 44 .8 30 30 48 45 & 31 31 51 49 10 32 32 54 54 20 33 33 48 45 8 34 34 38 33' 32 See the attached plan for the corresponding pile numbers J. Pontieri P.E., D.P.C.—Engineering Consulting J. Pontieri, P.E., D.P.C. Tel: (631)320-1040 16 Commercial Blvd.,Suite 1A, Medford, NY 11763 Email:office@jp-ce.com Nominal Capacity Required Capacity Pile No. Final Ft.n (kips) (kips) 35 29 24 .46 36 27 22 40 37 54 53 25 - 38 32 27 10 39 41 37 5 40 37 32 5 41 48, 45 5 42 35 30 14 43 47 44 11 44 . 90 128 25 45 51 49 15 46 48 46 10 47 60 62 25 48 37 32 25 49 46 43 12 50 38 33 25 51 56 56 15 52 50 48 8 53 51 49 10 54 52 51 18 55 53 52 8 56 50 48 8 57 48 45 10 58 48 45 5 59 28- 23 15 60 41 37 8 34A 87 119 32 35A 90 127 46 36A 94 138 40 J. Pontieri P.E., D.P.C.—Engineering Consulting Rocket Insulation,LLC(367) Job Number: 6127939 40 Haynes Court RONKONKOMA.NY 11779 Insulation Certificate Insulation is installed in the structure described below as follows: Work Area •' Item Installed Bags / Sq Feet 8.4'x 200'SC15100C 1.5MIL Poly 8.4'x 200'SC15100C 1.5MIL Poly 8.4'x 200'SC15100C 1.5MIL Poly 2X6 Exterior Walls , BASF Walltite Max Closed-Cell 2"R-14.80 Attic Gable Walls BASF Walltite Max Closed-Cell 2.84"R-21.00 BASF Walltite Max Closed-Cell 4.225"R-30.00 BASF Walltite XL Closed-Cell 4.5"R-31,95 BASF Walltite XL Closed-Cell 6"R-42.60 Foam Seal Door And Windows CF812 Foam Sealant Foam Seal.Door And Windows CF812 Foam Sealant Foam Seal Door And Windows CF812 Foam Sealant Fire Caulking Inturescent 814,Rockwool FS-ONE Max Firestop Sealant(20 oz.Foil) Fire Caulking Intumescent 814,Rockwool FS-ONE Max Firestop Sealant(20 oz.Foil) Thermal Barrier No-Burn Plus Thermal Barrier(Sq Ft per Gallon) Thermal Barrier No-Burn Plus Thermal Barrier(Sq Ft-per Gallon) Interior Walls R-13 15"x 93"-Unfaced-Wood Framing Exterior:Walls R-1315"x 93"-Unfaced-Wood Framing Sound-First Floor Ceiling RA 9 16"x 96"-Unfaced-Metal Framing 'Fiberglass blow has no settling factor for R-value's Job Name: 5775 W Mill Road Mattituck,NY 11952 Old Mill Inn Job Address: 5775 W Mill Road MATTITUCK,NY 11952 Date Completed: Insulation By: EC E IV E JUN - 4 2024 Building Department Town of Southold � � � � - 444034 DR ng Envelope and Duct Tightness Report 2018' as amended,by the 2020 New York State Supplement,sections R402.4.1.2 and R403.3.4 JUN 1 4 2024 Address of Test 5775 W Mill Road,Mattituck NY 11952 Test Date 6/7/2024 Buiidiggi Compliance Pathway Performance Town o ho Test Completed-by: Christopher Silvia RESNET Rater ID# 4150294 ! Home Energy Solutions NATE ID# 187 East Main Street ICC ID# f t Huntington,NY-11743 BPI# 631-673.0664 Building Envelope,Tightness Volume Calculation: Check if: 'Floor Area Volume El Conditioned Basement i Basement 0 Conditioned.Crawl Space - 15t 1551 13179 Sealed;Attic 2nd 1460 12852 The conditioned,floorarea of dwelling is calculated in I 3`d accordance with ANS12765,except that conditioned floor Attic 411 6461 aree4nclucles areas where the ceiling height is less than 5 Total Volume 32492 ft' t CFM @50 pa 1332.2 Air changes/hr1 50 pa 2.46 3 Code Compliance: Pass Duct Tightness: Post Construction Test-Total buct Leakage System-l• Duct Location ( Floor Area I� Leakage CFM @ 25pa CFM/100 ft2 CFA� Code Compliance: f System-2: i Duct Location Floor Area Leakage CFM @ 25pa CFM/100' ft2 CFA� Code Compliance: S stem-3: Y • Duct Location •------------------------- Floor Area Leakage CFM @.25pa CFM/100 ft2 CFAI Code Compliance: All building envelope tightness has been werified4r4epnducted in accordance with RESNET/ICC 380 ASTM E779 or ASTM E1827,as required by 2018 IECC as amended-by thd`2020;NeW;York State Supplement, section 11402.4.1.2. The building duct and plenum system has been verified as required.by the 2018;IECC as,amended by'2020 New York State Supplement,Section R403.3.4. Signature: r Date: 6/7/2024 Ch ' opher-.Silvia;'.Rdme Energy Solutions r A i a. a April 2024 :- M AY 1 7 2024 Old Mill Inn 5775 West Mill Rd C'L .'. Mattituck, NY To whom it may concern, ECONAIR Hood, exhaust fan, Make up air fan and black iron duct work has all been installed per manufacturers guidelines. Duct work has all been light tested with no signs of pin holes or leaks. Fire suppression has been installed per code and witness of passed fire suppression testing has been completed. Regards, Mark Evans Mark Evans Regional Sales Manager Econair, Inc. 535 Broadhollow Rd,Melvillel Phone:516.513.5398 Service:866.784.6900 l www.econair.com ©2015.CaptiveAire,Inc.All Rights Reserved I ,A„�,w— �- �at�allr►—�,. � Iry I f Sol ,. yr . • - . �� -•� .«.,.1, ,_ �_, ■ i I 11 PP.- " 111 ._,10'Or. -�_ --_ IMP r f - t i„ .1 / 1 ,�IIIIIIIIIIIIIIIIIIIIIIIIIII ;� � �� I Illillllllllllll�IIIII�IIIIIIfIIIIIIIIIINI I,I�IIIIIIIIII�IIIIIIIII�IIIIIIIllllllllllllll� �" "I'll II(IIuillllllllllllllllli�l���dllli�IIIIIIIIIIIIIIIIma �� f .���►►hllllilllllllllllluu��� , y� ��� .� _ �illlllllllllllllllillllllllllillllllllllli��. �� i �;';� IIIIIIIIIIIiiIIIIIIIIIIIIIIIIIIIIBIIIIiIIIIIIIII�; _ '_ � ,._;_ IIIIIIIIUIIIIIIII��! !---:�� y i� k � t r U S s � ECk I� NOV 14 2022 !� i l ' .y: W Mill Rd Mattituck HVAC Load Calculations for 5775 Mill RD Mattituck OF NEW Y P.84 Q Sys u.10. V 100T A Np��� �fESSIO Prepared By: Andrew Saggese Emtec Consulting Engineers 3555 Veterans Memorial Highway,Suite M Ronkonkoma, NY, 11779 631-981-3990 Rhvac Online Is an ACCA approved Manual J, D And S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,And ACCA Manual D. a r Rhvac Online s Elite Software Development,tnc Emtec Engineers W Mill Rd Mattituck 4. 3 a :.. Load Calculation Project Report General Project oforr► anon Project Title: W Mill Rd Mattituck Project Date: 11/02/2022 Designed By: Emtec Consulting Engineers Permit Number(s): Project Comment: Checked by Andrew'Saggese, P.E. Client Name: 5775 Mill RD Mattituck Client Address: Client City: Client Phone: Client Fax: Client E-Mail: Client Website: Company Name: Emtec Consulting Engineers Company Representative: Andrew Saggese Company Address: 3555 Veterans Memorial Highway,Suite M Company City: Ronkonkoma, NY, 11779 Company Phone: 631-981-3990 Company Fax: Design Data 4 4y, . 3 y 1 � 1-56 A 5 Reference City: Central Islip, New York, United States Building Orientation: Front door faces S Daily Temperature Range: Low Latitude: 40 Degrees Elevation: 98 feet Altitude Factor: 0.996 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter 15 15 100% n/a 70 n/a Summer 89 75 53% 50% 75 44 W Mill Rd Mattituck Friday, November 11, 2022 R vvac Online v Elfte Software Development, Inc f ; . : -j Erdtec Engineers W=Mill Rd Ma , ttituck' - u « %g �.y r r ,. e r rg�" c � — Ct*k Figures .g` Supply CFM: 1,024 CFM per Square ft. 0.778 Square ft.of Room Area: 1,315 Square ft. per ton: 443 Volume(ft3)of Cond.Space: 10,620 Air Turnover Rate(per Hour) 5.8 Volume ft3)(Total): 10,620 FButlding Loads j ' Total Heating Required Including Ventilation Air: 26,308 Btuh 26.308 MBH Total Sensible Gain 26,744 Btuh 78 % Total Latent Gain: 7,357 Btuh 22 % Total Cooling Required Including Ventilation Air 34,101 Btuh 2.84 Tons(Based On Sensible+Latent) 2.97 Tons(Based On 75%Sensible Capacity) Notes. Rhvac Online Is an ACCA approved Manual J, D And S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,And ACCA Manual D. All computed results are estimates as building use And weather may vary. Be sure to select a unit that meets both sensible And latent loads according to the manufacturer's performance data at your design conditions. W Mill Rd Mattituck Friday, November 11, 2022 r Rhvac Online f y Elite Software Development,inc. �� Emtec Engineers E_ W Mil(Rd Mattituck s Ai Miscellaneous Report System`1'2nd Ffr Sysfern s C} -ctoor Outdoor. Outdoor _ Indoor ,` Indor " `Grains Input.Data r=Dry Bulb Wet Bulb"y ReI Hump Rel.Hum - DryvBull >Jifference Winter: 15 15 100% n/a 70 n/a Summer: 89 75 53% 50% 75 43.89 Outside Air Data - �r Winter Summer Infiltration Specified: 0.200 AC/hr 0.080 AC/hr 35 CFM 14 CFM Infiltration Actual: 0.000 AC/hr 0.000 AC/hr Above Grade Volume: X 10,620 ft3 X 10,620 ft3 0 ft3/hr 0 ft3/hr X 0.0167 X 0.0167 Total Building Infiltration: 0 CFM 0 CFM Total Building Ventilation: 160 CFM 160 CFM ---System 1--- Infil.&Vent.Sensible Gain Multiplier: 15.35 =(1.10 X 0.996 X 14.00 Summer Temp. Diff.) Infil.&Vent. Latent Gain Multiplier: 29.74 =(0.68 X 0.996 X 43.89 Grains Difference) Infil.&Vent.Sensible Loss Multiplier: 60.29 =(1.10 X 0.996 X 55.00 Winter Temp. Difference) Winter Infiltration Specified: 0.200 AC/hr(35 CFM),Construction:Tight Summer Infiltration Specified: 0.080 AC/hr(14 CFM),Construction:Tight i Duct Load Factor Scenarios for System 1 ,3 psi/s � , Attic Duct s Duct Surface From. Na No. Types ;, Desc. Location Ceiling Leakage Insulation Area- Ducts �,o�,� 1 Supply Attic 16B 0.12 8 355 No 1 Return Attic 16B 0.24 8 131.5 No W Mill Rd Mattituck Friday, November 11, 2022 i Rhvac OnhneF�� � %��� � r„ %% � � .� ������jElrte Software Development, Inc:. Total Building Summary Loads EE:Glazing-Elegant Estates Fenestration, U-value 0.29,SHGC 225 3,580 0 3,798 3,798 0.31 12C-Osw:Wall-Frame, R-13 insulation in 2 x 4 stud cavity, no 403 2,018 0 899 899 board insulation,siding finish,wood studs, U-value 0.091 EE:Wall-Frame,Custom, Elegant Estates Wood Framed Wall U 456 2,281 0 1,225 1,225 Value, U-value 0.091 EE: Partition Roof/Ceiling(STD=25,WTD=45)-Under Attic with 1399 1,260 0 700 700 Insulation on Attic Floor(also use for Knee Walls and Partition Ceilings),Custom, Elegant Estates Roof, U-value 0.02 Subtotals for structure: 9,139 0 6,622 6,622 People: 9 1,395 2,205 3,600 Equipment: 0 0 0 Lighting: 3090 10,537 10,537 Ductwork: 7,524 1,203 4,611 5,814 Infiltration:Winter CFM:0,Summer CFM:0 0 0 0 0 Ventilation:Winter CFM: 160,Summer CFM: 160 9,646 4,759 2,455 7,214 AED Excursion: 0 0 314 314 Total Building Load Totals: 26,308 7,357 26,744 34,101 IF SO e; yti„ryas/%. Chectgures ,r, % �>: y% F: j� ij y. i F Supply CFM: 1,024 CFM per Square ft. 0.778 Square ft.of Room Area: 1,315 Square ft. per ton: 443 Volume(ft3)of Cond.Space: 10,620 Air Turnover Rate(per Hour) 5.8 Volume(W)(Total): 10,620 Bur drng oads�-��� �� <rr Total Heating Required Including Ventilation Air: 26,308 Btuh 26.308 MBH Total Sensible Gain 26,744 Btuh 78 % Total Latent Gain: 7,357 Btuh 22 % Total Cooling Required Including Ventilation Air 34,101 Btuh 2.84 Tons(Based On Sensible+Latent) 2.97 Tons(Based On 75%Sensible Capacity) Rhvac Online Is an ACCA approved Manual J, D And S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,And ACCA Manual D. All computed results are estimates as building use And weather may vary. Be sure to select a unit that meets both sensible And latent loads according to the manufacturer's performance data at your design conditions. W Mill Rd Mattituck Friday, November 11,2022 e 1 System 9 2nd Flr System Summary Loads EE: Glazing-Elegant Estates Fenestration, U-value 0.29,SHGC 225 3,580 0 3,798 3,798 0.31 12C-Osw:Wall-Frame, R-13 insulation in 2 x 4 stud cavity, no 403 2,018 0 899 899 board insulation,siding finish,wood studs, U-value 0.091 EE:Wall-Frame,Custom, Elegant Estates Wood Framed Wall U 456 2,281 0 1,225 1,225 Value, U-value 0.091 EE: Partition Roof/Ceiling(STD=25,WTD=45)-Under Attic with 1399 1,260 0 700 700 Insulation on Attic Floor(also use for Knee Walls and Partition Ceilings), Custom, Elegant Estates Roof, U-value 0.02 Subtotals for structure: 9,139 0 6,622 6,622 People: 9 1,395 2,205 3,600 Equipment: 0 0 0 Lighting: 3090 10,537 10,537 Ductwork: 7,524 1,203 4,611 5,814 Infiltration:Winter CFM:0,Summer CFM:0 0 0 0 0 Ventilation:Winter CFM: 160,Summer CFM: 160 9,646 4,759 2,455 7,214 AED Excursion: 0 0 314 314 System 1 2nd Flr System Load Totals: 26,308 7,357 26,744 34,101 / m IN�� �x�F Supply CFM: 1,024 CFM per Square ft. 0.778 Square ft.of Room Area: 1,315 Square ft. per ton: 443 Volume ft3)of Cond.Space: 10,620 Air Turnover Rate(per Hour) 5.8 Volume ft-)(Total): 10,620 Total Heating Required Including Ventilation Air: 26,308 Btuh 26.308 MBH Total Sensible Gain 26,744 Btuh 78 % Total Latent Gain: 7,357 Btuh 22 % Total Cooling Required Including Ventilation Air 34,101 Btuh 2.84 Tons(Based On Sensible+Latent) 2.97 Tons(Based On 75%Sensible Capacity) img Rhvac Online Is an ACCA approved Manual J, D And S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,And ACCA Manual D. All computed results are estimates as building use And weather may vary. Be sure to select a unit that meets both sensible And latent loads according to the manufacturer's performance data at your design conditions. W Mill Rd Mattituck Friday, November 11, 2022 Rhvac Online E Rd Software Development,Inc: „ r r Emtec Engineers p WWII Rd Mattituck f, . System 1, Zone 1 Summary Loads (Average Load Procedure for Rooms) Component Area Sen y Lat f`Sen ' Iota(' Description 6 = wQuan 4Loss Gain Gam Gain EE: Glazing-Elegant Estates Fenestration, U-value 0.29,SHGC 225 3,580 0 3,798 3,798 0.31 12C-Osw:Wall-Frame, R-13 insulation in 2 x 4 stud cavity, no 403 2,018 0 899 899 board insulation,siding finish,wood studs, U-value 0.091 EE:Wall-Frame,Custom, Elegant Estates Wood Framed Wall U 456 2,281 0 1,225 1,225 Value, U-value 0.091 EE: Partition Roof/Ceiling(STD=25,WTD=45)-Under Attic with 1399 1,260 0 700 700 Insulation on Attic Floor(also use for Knee Walls and Partition Ceilings),Custom, Elegant Estates Roof, U-value 0.02 Subtotals for structure: 9,139 0 6,622 6,622 People: 9 1,395 2,205 3,600 Equipment: 0 0 0 Lighting: 3090 10,537 10,537 Ductwork: 5,932 0 2,762 2,762 Infiltration:Winter CFM:0,Summer CFM:0 0 0 0 0 System 1,Zone 1 Load Totals: 15,071 1,395 22,440 23,835 Check€Figures '`" - 3 Supply CFM: 1,024 CFM per Square ft. 0.778 Square ft.of Room Area: 1,315 Square ft. per ton: 654 Volume(ft')of Cond.Space: 10,620 Air Turnover Rate(per Hour) 5.8 Volume(ft')(Total): 10,620 Zone Loads � s Total Heating Required: 15,071 Btuh 15.071 MBH Total Sensible Gain 22,440 Btuh 94 % Total Latent Gain: 1,395 Btuh 6 % Total Cooling Required 23,835 Btuh 1.99 Tons(Based On Sensible+Latent) 2.01 Tons(Based On 75%Sensible Capacity) Notes Rhvac Online Is an ACCA approved Manual J, D And S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,And ACCA Manual D. All computed results are estimates as building use And weather may vary. Be sure to select a unit that meets both sensible And latent loads according to the manufacturer's performance data at your design conditions. W Mill Rd Mattituck Friday, November 11,2022 Rhvac Online s 3 Elite Software Development, Inc Emtec Engineers �� - W Mill Rd Mattituck ¢;` ` ., r - r s Detailed Room Loads - Room 9 -2: bathroom (Average Load Procedure) General ' f Calculation Mode: Htg.&clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 1 Room Width: 8.0 ft. Zone Number: 1 Area: 96.0 sq.ft. Supply Air: 75 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.9 AC/hr Volume: 768 cu.ft. Actual Winter Vent.: 11 CFM Actual Winter Infil.: 0 CFM Percent of Supply.: 15 % Actual Summer Infil.: 0 CFM Actual Summer Vent.: 12 CFM Percent of Supply: 16 % Item E s `4 Area t! Ht Sen Ci` 'Lat Seri Descnption Y Quantit Valu ye° HT- Los? HT Gain Gain . N-Wall-12C-Osw 8 X 8 41.5 0.091 5.0 208 2.2 0 93 N-GIs-EE shgc-0.31 100%S(2) 22.5 0.290 16.0 358 10.0 0 226 UP-Ceil-Part-EE 12 X 8 96 0.020 0.9 86 0.5 0 48 Subtotals for Structure: 652 0 367 Infil.:Win.:0.0, Sum.:0.0 64 0.000 0 0.000 0 0 Ductwork: 423 203 AED Excursion: 23 Lighting: 309 1,054 Room Totals: 1,075 0 1,646 W Mill Rd Matfituck Friday, November 11, 2022 Rhvac Online 9 E6teSoftware Development;lrc: -Emtec Engineers W Mill Rd Mattituck ,. z f. Je Detailed Room Loads - Room 2 -2: hallway(Average Load Procedure) General` f r 1 f Calculation Mode: Htg.&clg. Occurrences: 1 Room Length: 10.0 ft. System Number: 1 Room Width: 10.0 ft. Zone Number: 1 Area: 100.0 sq.ft. Supply Air: 58 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.9 AC/hr Volume: 900 cu.ft. Actual Winter Vent.: 1 CFM Actual Winter Infil.: 0 CFM Percent of Supply.: 2 % Actual Summer Infil.: 0 CFM Actual Summer Vent.: 9 CFM Percent of Supply: 16 % Item r Area U Htg££ Sen Clg LatSen pescnptior " E f . Quantify Ualue x HTM� ' Loss HTM Gain Gain UP-Ceil-Part-EE 9 X 10 90 0.020 0.9 81 0.5 0 45 Subtotals for Structure: 81 0 45 Infil.:Win.:0.0,Sum.:0.0 0 0.000 0 0.000 0 0 Ductwork: 53 157 AED Excursion: 18 Lighting: 309 1,054 Room Totals: 134 0 1,273 W Mill Rd Matfituck Friday, November 11,2022 Development,Inc. -nf Elite Software X� Rhvic Ohline'- F c;Engineers;, mill Rd ituc A" s Detailed Room Loads - Room 4 -2: stairway(Average Load Procedure) R 4, ;General 57 Pt- 15V I i, ", A IF Calculation Mode: Htg.&c1g. Occurrences: Room Length: 8.0 ft. System Number: 1 Room Width: 10.0 ft. Zone Number: 1 Area: 80.0 sq.ft. Supply Air: 95 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 8.9 AC/hr Volume: 640 cuft Actual Winter Vent.: 16 CFM Actual Winter Infil.: 0 CFM Percent of Supply.: 17 % Actual Summer Infil.: 0 CFM Actual Summer Vent.: 15 CFM Percent of Supply: 16 % Ifiem 34 V Htg fk i.,,---Se&' �11- "CI p W Quantity Value; W- W, Loss, G aini M IR v n S-Wall-12C-0sw 12 X 8 62.2 0.091 5.0 312 2.2 0 139 S-GIs-EE shgc-0.31 O%S(3) 33.8 0.290 16.0 537 16.8 0 567 UP-Ceil-Part-EE 8 X 10 80 0.020 0.9 72 0.5 0 40 Subtotals for Structure: 921 0 746 Infil.:Win.:0.0,Sum.:0.0 96 0.000 0 0.000 0 0 Ductwork: 598 257 AED Excursion: 29 Lighting: 309 1,054 Room Totals: 1,519 0 2,086 W Mill Rd Matfituck Friday, November 11,2022 Rhvac Online f,° Elite Software Development„Inc. Emtec Engineers _ W=11/lill Rd Mamtiack T - `r` Detailed Room Loads - Room 9 -2: Bedroom 9 (Average Load Procedure) GeneralV My - s ' Calculation Mode: Htg.&clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 1 Room Width: 8.0 ft. Zone Number: 1 Area: 96.0 sq.ft. Supply Air: 91 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 7.1 AC/hr Volume: 768 cu.ft. Actual Winter Vent.: 14 CFM Actual Winter Infil.: 0 CFM Percent of Supply.: 15 % Actual Summer Infil.: 0 CFM Actual Summer Vent.: 14 CFM Percent of Supply: 16 % } Items �� Area C1- _Htg Sen Clg Lat Sen Descnption % G %Quantit}rn Ualue HTM Loss - HTI Gain Gain N-Wall-12C-0sw 10.5 X 8 61.5 0.091 5.0 308 2.2 0 137 N-GIs-EE shgc-0.31 100%S(2) 22.5 0.290 16.0 358 10.0 0 226 UP-Ceil-Part-EE 12 X 10 120 0.020 0.9 108 0.5 0 60 Subtotals for Structure: 774 0 423 Infil.:Win.:0.0,Sum.:0.0 84 0.000 0 0.000 0 0 Ductwork: 502 246 AED Excursion: 28 People: 155 lat/per,245 sen/per: 1 155 245 Lighting: 309 1,054 Room Totals: 1,276 155 1,995 W Mill Rd Mattituck Friday, November 11,2022 Rhvac Online P p Elite Software Develo mentic Incv Emtec Engineers j y W Mill,Rd Mattituck j Manual S Performance Data - System 9 -2nd Flr System L:9ads and Design Conditions. g Cooling: Outdoor Dry Bulb: 89 Sensible Gain: 26,744 Outdoor Wet Bulb: 75 Latent Gain: 7,357 Indoor Dry Bulb: 75 Total Gain: 34,101 Indoor RH: 50 Load SHR: 0.78 Supply Airflow: 595 Entering Dry Bulb: 78.1 Entering Wet Bulb: 64.2 Heating: Outdoor Dry Bulb: 15 Sensible Loss: 26,308 Indoor Dry Bulb: 70 Entering Dry Bulb: 23.8 Indoor RH: 30 Supply Airflow: 196 Equipment Performance Data at'System Design Coniiitions` This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type:Air Source Heat Pump,Outdoor Model:am096fxvafh2aa, Indoor Model:ac036bxadch/aa Nominal Capacity:36,000, Manufacturer:Samsung Interpolation Results: Percent Load of Load Sensible Capacity: 26,200 26,744 98% Latent Capacity: 9,800 7,357 133% Total Capacity: 36,000 34,101 106% Heating: Model Type:Air Source Heat Pump,Model:ac036bxadch/aa, Nominal Capacity:36,000,Manufacturer:Samsung Results: Percent Load of Load Heating Capacity: 36,000 26,308 137% W Mill Rd Mattituck Friday, November 11, 2022 Rhvac Online - Elite'SofiwareJDevelopmeriljnc. Emtec Engineers W Mill Rd Mattituck n s s K 't' 3 3 . • System 9 Room Load Summary v F Htg Mm Run Run Clg& Clg Min Act Raom g = Area Sens fi Hfg Duct Duct Sens Lat CI Sys No:Name y s _ SF Btuh CFM Size Vel Btuh Btuh, CFM` CFNI � � e , r - , � r a -2-one 1--- s. 1 2:bathroom 96 1,075 14 0-0 0 1,646 0 75 75 2 2:hallway 100 134 2 0-0 0 1,273 0 58 58 3 2:Living Room 480 4,827 63 0-0 0 4,531 775 207 207 4 2:stairway 80 1,519 20 0-0 0 2,086 0 95 95 5 2: Mechanical Room 50 178 2 0-0 0 1,291 0 59 59 6 2: master bathroom 64 760 10 0-0 0 1,825 0 83 83 7 2: master bedroom 204 3,026 39 0-0 0 4,180 310 191 191 8 2:bedroom 2 120 2,238 29 0-0 0 2,378 155 108 108 9 2:Bedroom 1 96 1,276 17 0-0 0 1,995 155 91 91 10 2:closet 25 38 0 0-0 0 1,236 0 56 56 - Ventilation - 9,646 - - - 2,455 4,759 - - - Duct Latent - - - - - - 448 - - - Return Duct - 1,591 - - - 1,849 755 - - - System 1 total 1,315 26,308 196 - - 26,744 7,357 1,024 1,024 System 1 Main Trunk Size: 20x8 in. - Velocity: 1,152 ft./min - Loss per 100 ft.: 0.166 in.wg - Cooling=;System Summary 4. K 3 , Cooling Sensible/Latent W Sensible Latent s Total `Tons ;Split Btu[ T > '> Btuh 1 Btuh Net Required: 2.84 78%/22% 26,744 7,357 34,101 Recommended: 2.97 75%/25% 26,744 8,915 35,659 W Mill Rd Mattituck Friday, November 11,2022 ajf Rhvac Online _ Elite So,,&are.Development,`Inc. Emtec Engineers W Mi(1 RdMattftuck § d jJr S Equipment Data - System 9 -2nd Fir System Cooling System Type: Air Source Heat Pump Outdoor Model: am096fxvafh2aa Indoor Model: ac036bxadch/aa Outdoor Manufacturer: Samsung Capacity: 36000 Efficiency: 16 SEER Heating System Type: Air Source Heat Pump Model: ac036bxadch/aa Manufacturer: Samsung Capacity: 36000 Efficiency: This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data:SODS:89F,SOWB:75F,WODB: 15F,SIDE:75F,SIRH:50%,WIDE:70F,Sen.gain:26,744 Btuh, Lat.gain:7,357 Btuh,Sen.loss:26,308 Btuh, Entering clg.coil DB:78.517, Entering clg.coil WB:65.1 F, Entering htg.coil DB:23.8F, Clg.coil TD:20F, Htg.coil TD:70F, Req.clg.airflow: 1024 CFM, Req. htg.airflow: 196 CFM W Mill Rd Mattituck Friday, November 11, 2022 �Rhvac Online - :Elite Software Development,inc. Em U Mill Rd'Mattituck R a a Duct Design Data Report grid Flr-System Supply Duct Name:ST 340 Type:Trunk Rough:0.0003 Diam: 13.481 Vel: 1152 SPL.Duct:0.00828 Up: Fan Temp:72 Width:20 L100:0.16553 SPL.Fit:0 Shape: Rect Length:5 Height:8 Fit.EL:0 SPL.Tot:0.00828 Method: Presize Flow: 1280 Area:23.333 SP Avail:0.03601 SPL.Cumul:0.09671 Duct Name:ST-370 Type:Trunk Rough:0.0003 Diam: 10.656 Vel:660 SPL.Duct:0.028 Up:ST-340 Temp:72 Width: 12 L100:0.07369 SPL.Fit:0 Shape: Rect Length:38 Height:8 Fit.EL:0 SPL.Tot:0.028 Method: Presize Flow:440 Area: 126.667 SP Avail:0.008 SPL.Cumul:0.12471 Duct Name:SR-190 Type: Runout Rough:0.0003 Diam:6 Vel:814.9 SPL.Duct:0.00388 Up:ST-370 Temp:72 Width:4.7 L100:0.19382 SPL.Fit:0 Shape:Rnd Length:2 Height:6.559 Fit.EL:0 SPL.Tot:0.00388 Method: Presize Flow: 160 Area:3.142 SP Avail:0.00413 SPL.Cumul:0.12859 Duct Name:ST-380 Type:Trunk Rough:0.0003 Diam: 12.187 Vel:787.5 SPL.Duct:0.01072 Up:ST 340 Temp:72 Width: 16 L100:0.08937 SPL.Fit:0 Shape: Rect Length: 12 Height: 8 Fit.EL:0 SPL.Tot:0.01072 Method: Presize Flow:700 Area:48 SP Avail:0.02528 SPL.Cumul:0.10744 Duct Name:SR-200 Type: Runout Rough:0.0003 Diam:6 Vel:713 SPL.Duct:0.00304 Up:ST-370 Temp:72 Width:4.7 L100:0.15195 SPL.Fit:0 Shape: Rnd Length:2 Height:6.559 Fit.EL:0 SPL.Tot:0.00304 Method: Presize Flow: 140 Area:3.142 SP Avail:0.00496 SPL.Cumul:0.12775 Duct Name:SR-210 Type: Runout Rough:0.0003 Diam:6 Vel:713 SPL.Duct:0.00304 Up:ST 370 Temp:72 Width:4.7 L100:0.15195 SPL.Fit:0 Shape: Rnd Length:2 Height:6.559 Fit.EL:0 SPL.Tot:0.00304 Method: Presize Flow: 140 Area:3.142 SP Avail:0.00496 SPL.Cumul:0.12775 Duct Name:ST 390 Type:Trunk Rough:0.0003 Diam:8.745 Vel:315 SPL.Duct:0.00609 Up:ST 340 Temp:72 Width:8 L100:0.02438 SPL.Fit:0 Shape: Rect Length:25 Height:8 Fit.EL:0 SPL.Tot:0.00609 Method: Presize Flow: 140 Area:66.667 SP Avail:0.02991 SPL.Cumul:0.10281 Duct Name:SR-220 Type: Runout Rough:0.0003 Diam:6 Vel:407.4 SPL.Duct:0.00111 Up:ST-390 Temp:72 Width:4.7 L100:0.05538 SPL.Fit:0 Shape: Rnd Length:2 Height:6.559 Fit.EL:0 SPL.Tot:0.00111 Method: Presize Flow:80 Area:3.142 SP Avail:0.02881 SPL.Cumul:0.10391 Duct Name:SR-230 Type: Runout Rough:0.0003 Diam:6 Vel:305.6 SPL.Duct:0.00066 Up:ST-390 Temp:72 Width:4.7 L100:0.03317 SPL.Fit:0 Shape: Rnd Length:2 Height:6.559 Fit.EL:0 SPL.Tot:0.00066 Method: Presize Flow:60 Area:3.142 SP Avail:0.02925 SPL.Cumul:0.10347 W Mill Rd Mattituck Friday, November 11, 2022 Rhvacbrilme Elite Software Development=:Inc. Erntec Engineers W, ill Rd`Mattituck Duct Name:ST-400 Type:Trunk Rough:0.0003 Diam:8.745 Vel:562.5 SPL.Duct:0.01244 Up:ST-380 Temp:72 Width:8 L100:0.06909 SPL.Fit:0 Shape: Rect Length: 18 Height:8 Fit.EL:0 SPL.Tot:0.01244 Method: Presize Flow:250 Area:48 SPAvail:0.01285 SPL.Cumul:0.11987 Duct Name:SR-240 Type: Runout Rough:0.0003 Diam:5 Vel:366.7 SPL.Duct:0.00115 Up:ST-400 Temp:72 Width:3.9 L100:0.05774 SPL.Fit:0 Shape: Rnd Length:2 Height:5.466 Fit.EL:0 SPL.Tot:0.00115 Method: in. Flow:50 Area:2.618 SIP Avail:0.01169 SPL.Cumul:0.12103 Duct Name:SR-250 Type: Runout Rough:0.0003 Diam:6 Vel: 1018.6 SPL.Duct:0.00292 Up:ST-400 Temp:72 Width:4.7 L100:0.29175 SPL.Fit:0 Shape: Rnd Length: 1 Height:6.559 Fit.EL:0 SPL.Tot:0.00292 Method: Presize Flow:200 Area: 1.571 SPAvail:0.00993 SPL.Cumul:0.12279 Duct Name:ST-410 Type:Trunk Rough:0.0003 Diam:9.762 Vel:810 SPL.Duct:0.02356 Up:ST-380 Temp:72 Width: 10 L100:0.1178 SPL.Fit:0 Shape: Rect Length:20 Height:8 Fit.EL:0 SPL.Tot:0.02356 Method: Presize Flow:450 Area:60 SP Avail:0.00172 SPL.Cumul:0.131 Duct Name:SR-260 Type: Runout Rough:0.0003 Diam:6 Vel:764 SPL.Duct:0.00172 Up:ST-410 Temp:72 Width:4.7 L100:0.17229 SPL.Fit:0 Shape: Rnd Length: 1 Height:6.559 Fit.EL:0 SPL.Tot:0.00172 Method: Presize Flow: 150 Area: 1.571 SPAvail:0 SPL.Cumul:0.13272 Duct Name:SR-270 Type: Runout Rough:0.0003 Diam:6 Vel:764 SPL.Duct:0.00172 Up:ST-410 Temp:72 Width:4.7 L100:0.17229 SPL.Fit:0 Shape: Rnd Length: 1 Height:6.559 Fit.EL:0 SPL.Tot:0.00172 Method: Presize Flow: 150 Area: 1.571 SPAvail:0 SPL.Cumul:0.13272 Duct Name:SR-280 Type: Runout Rough:0.0003 Diam:6 Vel:764 SPL.Duct:0.00172 Up:ST-410 Temp:72 Width:4.7 L100:0.17229 SPL.Fit:0 Shape: Rnd Length: 1 Height:6.559 Fit.EL:0 SPL.Tot:0.00172 Method: Presize Flow: 150 Area: 1.571 SPAvail:0 SPL.Cumul:0.13272 $Lon' ryzof 2ndFlr System Supply„ y r Number of active trunks: 6 Number of active runouts: 10 Total runout outlet airflow: 1,280 Main trunk airflow: 1,280 Largest trunk size: 20x8 ST-340 Largest runout size: 6 SR-190 Smallest trunk size: 8x8 ST-390 Smallest runout size: 5 SR-240 Supply fan external static pressure: 0.133 Supply fan device pressure losses: 0.000 Supply fan static pressure available: 0.133 Runout maximum cumulative static pressure loss: 0.133 SR-260 Return loss added to supply: 0.088 Total effective length of return(ft.): 72.7 RR-120 Total effective length of supply(ft.): 38.0 SR-260 Overall total effective length(ft.): 110.7 RR-120 to SR-260 W Mill Rd Matdtuck Friday, November 11, 2022 " � � t r Ruggedconstructionideal • outdoor or indoor use t) { Reliable operation robust components Ideal for deck and porch access Travels i • towith 2 • • Savariae Multilift VPL RELIABLE AND EASY A C C E S S Vol Gain convenient,easy and reliable access with the Savaria Multilift,vertical platform lift.The Multilift easily accommodates a wheelchair with a capacity of up to 750 lbs. Built with durability in mind,the Multilift i is up for the challenge of tough climate conditions.You can count on this lift for reliable performance and ease of operation. i An ideal deck lift for home use,the Multilift _ is approved for certain commercial ,► accessibility projects as well. ti p savaria., o . RELIABLE AND EASY ACCESS ACME screw drive with back-up nut for strength and precision of movement Self-supporting base and tower structure houses mechanical components(42"not self ' supporting) Travels safely and smoothly at 8 feet per minute(.04m/s) Handles up to 750 Ibs with 42 Ys"side guard panels m,u a •�'" "'mom Constant pressure controls for operation with key access on car and call stations .a� �! Underpan sensors to stop the lift if it senses an obstruction and emergency stop button on car Robust,non-skid,zinc-coated platform available in 3 standard sizes with an optional 36" and 42"wide platform(42"not self supporting) •�. Automatic access ramp(16"residential,24"commercial),field reversible to suit installation need Manual hand crank to lower or raise platform in case of power failure with optional battery back-up operating system to allow full functionality of the lift for emergencies Weather-resistant lock available for outdoor installations(Savaria WR-500 lock) Add optional grab rail,platform gate,fixed access ramp,90-degree exit or emergency light and alarm on car SPECIFICATIONS Applications Residential (indoor/outdoor),Commercial*(U.S.A.) Capacity 750 Ib(340 kg) Maximum travel distance 48" (1.219 m),optionally 72"(1.829 m) _ Platform sizes available(standard) 34"x 48"(863 mm x 1219 mm),34"x 54" �-- (863 mm x 1371 mm),34"x 60"(863 mm x 1524 mm) (� 36"and 42"wide platforms optional(42"not self supporting) + Speed 8 ft/min(.04 m/s) Drive 1 hp 110 VAC,or optional 1 hp 24 volt battery back-up system y0' Warranty 36 months parts,ask dealer for details , . "complies with ASMEA 18.1(US nd 8.355&8.613(Canada),state and local codes may differ,please consult your local Savaria dealer The Savaria Multilift is also available to suit specific installation needs including enclosed units,mobile and three-gate applications. Talk to a Savaria dealer about how the Multilift can give you the * access you need. Authorized Savaria dealer: 2620 � � /� I' (�/` 1 -Z p sava ria www.savaria.com 2 Walker Drive,Brampton,ON L6T 5E1 Canada tel:800.661.5112 fax:905.791.2222 Savaria makes every effort to publish accurate information.Specifications and options are subject to change without notice. O 2015 Savaria Corporation. sa.varta., mu I t16 I le f t PUBLIC VERTICAL PLATFORM LIFT PLANNING GUIDE Applicable Codes: ASME A77.1 ASME A18.1 CSA 6613 CSA B355-09 Part No.000790 25•m0&2020 U Copyright©2020 Savaria Concord Lifts,Inc. All Rights Reserved Printed in Canada 3 Purpose of this guide This guide assists architects,contractors,and lift professionals to incorporate the Multilift Vertical Platform Lift into a residential or public building design.The design and manufacture of the Multilift Vertical Platform Lift meets the requirements of the following codes and standards: • ASME A18.1-2003 Section 2(Public) • ASME A18.1-2005 Section 2(Public) • ASME A18.1-2008 Section 2(Public) • ASME A18.1-2011 Section 2(Public) • ASME A18.1-2014 Section 2(Public) • ASME A18.1-2017 Section 2(Public) • CAN/CSA B355 S1-02(Public) • CAN/CSA-B355-09(Public) • CAN/CSA B613-2000(Public) We recommend that you contact your local authority having jurisdiction to ensure that you adhere to all local rules and regulations pertaining to vertical platform lifts. IMPORTANT NOTICE This Planning Guide provides nominal dimensions and specifications useful for the initial planning of a vertical platform lift project.Dimensions and specifications are subject to change without notice due to continually evolving code and product applications. Before beginning actual construction,please consult Savaria or the authorized Savaria dealer in your area to ensure you receive your site-specific installation drawings with the dimensions and specifications for your project. Visit our website(www.savaria.com)for the most recent Multilift drawings and dimensions. How to use this guide 1 Determine your client's intended use of the lift. 2 Determine the local code requirements. 3 Determine the site installation parameters. 4 Determine the cab type and hoistway size requirements. 5 Plan for electrical requirements. History December 20,2010-Initial release February 24,2011 -Added information for automatic access ramp to"Features"in Specifications table on pg.6 June 1,2011 -Updated drawings for Type 3 and Type 4 with platform gate;added drawings forType3-42 and Type 4-42 with platform gate April 25,2013-Correct power supply amperage from 20A to 15A in specifications table on pg.6 July 8,2013-Added Noise Level to specifications table on pg.6 December 5,2013-Added B355-09 spec to title page;added 42x48,42x54 and 42x60 cab sizes to specifications table on pg.6;added 42x48,42x54 and 42x60 cab sizes to list of drawings on page 12 and a NOTE that the 42"wide cab sizes are not self-supporting and need wall mounting;added new drawings on pages 14,16,18,20,22,24,26 and 28 December 17,2013-Added"must be a dedicated electrical line"to power supply specification in table on pg.6 March 13,2014-Revised"Drive System"in Specifications table on pg.6 December 11,2014-Changed title to reflect PUBLIC and added codes on page 3 January 19,2015-Added new 2014 code to section above;Added new 3-gate drawings on page 33 and 34 September 24,2015-Added Daily Cycle to specifications table on page 6 March 7,2016-Removed copyright from cover page;Savaria Corporation back to Savaria Concord Lifts,Inc. March 28,2016-Revised Power Supply spec in table on page 6 April 20,20-16-Added warning to slab drawing on page 8;Added drawings to show tower support brackets on pages 11,12 and 13 May 31,2016-Revised Drive System spec in table on page 6 February 16,2017-Revised temperature spec in specs table on page 6 September 27,2018-Added ASME 18.1-2017 to code list above January 8,2019-Added spec for distance between 2.landings on page 6 April 8,2019-Revised text on page 10 May 6,2020-Added Savaria Link option to specs table on page 6 and provisions by others on page 41 August 25,2020-Added mobile drawings on pages 41 and 42 Part No.000790,25-m08-2020 Multilift Public Planning Guide 4 ` Description The Multilift Vertical Platform Lift is designed to provide easy access from one landing to another. The versatile design of this lift can be adapted to most architectural requirements and its rugged construction allows for outdoor or indoor use.It is an ideal deck lift for home use and is also approved for certain commercial accessibility projects as well.The Multilift,with its ACME screw drive system,provides safe and reliable operation. Lift components The Multilift consists of a tower and a platform as shown in Figure 1. Figure 1:Typical lift 2 7 10 4 11 �Ps •4� Number Description Number Description 1 Front tower panel 7 Tower . 2 Car operating panel (C.O.P.) 8 Non-skid platform 3 Side guard panel 9 Automatic access ramp 4 Safety underpan sensors 10 Access ramp channel 5 Self support base 11 Manual lowering device 6 Tower cover - - Multilift Public Planning Guide Part No.000790,25-m08-2020 5 Drive tower components The Multilift drive tower components are shown in Figure 2. Figure 2:Drive tower m 10 1 11 2 1 3 = 13 4 = 14 P P 5 R 15 E 16 6 . a - 17 7 a 18 8 , 9 Number Description Number Description 1 Motor 10 Batter (optional) 2 Main pulley 11 Battery tray 3 V strap 12 Pulley . 4 Controller box 13 Limit switches (may vary) 5 Acme screw 14 Unistrut 6 Left roller guide 15 Access ramp channel. 7 Lower bearing 16 Right roller guide 8 Lower bearing late 17 Cam assembly 9 Self support base 18 Carriage assembly Part No.000790,25-m08-2020 Multilift Public Planning Guide 6 Specifications Multilift specifications Applications Residential(indoor/outdoor) Load capacity 750 lb(340 kg) Maximum travel distance 48"(1219 mm);optionally 72"(1829 mm) Levels serviced 2 Distance between 2 landings 8"(203 mm)minimum Travel speed 8 ft/min(0.04 m/s) Temperature -20°F to+122°F(-29°C to+50°C) Noise level(for typical installation) 65.9 dBA(up direction);65.0 dBA(down direction) Measured at a height of 1 m,distance of 1 m,in front of the motor with all panels on Daily cycle Normal:10 Heavy:25 Excessive:40 Maximum starts in 1 hour on standard installation:10 NOTE:Please consult your Sales Representative if there a chance you may exceed these amounts. Type 2,3or4 • 36"x 48"(914 mm x 1219 mm) • 36"x 54"(914 mm x 1371 mm) •Cab types/sizes 36"x 60"(914 mm x 1524 mm) • 42"x48"(1067 mm x 1219 mm) • 42"x 54"(1067 mm x 1371 mm) • 42"x 60"(1067 mm x 1524 mm) NOTE that the 42"wide cab units are not self-supporting and need wall mounting. Side guard panels 421/8"(1070 mm)side guard panels on platform Cab access Front/rear access-standard(platform Type 2) 90 degree access-optional(platform Type 3 and 4) Power supply 120 VAC,20 A,60 Hz,single phase(must be a dedicated electrical line) Acme screw and back-up nut Drive system Standard:1 hp(0.74 Kw)motor,110 VAC model Optional:I hp(0.74 Kw)motor,24-volt battery model Control system Electronic-free relay logic controller Finish Beige electrostatic powder coat paint on all steel surfaces and vacuum-formed plastics Call/send stations at landings Continuous-pressure type buttons Operating control buttons on platform Emergency manual lowering/raising device Features Low-voltage controls Underpan sensors Non-skid platform surface Automatic access ramp(24");field reversible to suit installation needs Emergency stop button Options Savaria Link remote monitoring Multilift Public Planning Guide Part No.000790,25-m08-2020 7 Site construction details The self-supporting base must be able to support at least 3000 lb(13.3 kN)per Figure 3 and must be anchored to a concrete slab (or floor) per Figure 4.Make sure the slab(floor)surface is level. Figure 3:Floor loading diagram FLOOR SUPPORT LOAD DIAGRAM R3 HDFLOOR TO HD SUPP❑RT LOAD S 3 ❑Fi 30001bs(13.3kN)a WINCLUDES IMPACT) 0`Ib I Figure 4:Anchor points FREE STANDING UNIT 959 C374] 210 C8j] 778 13083 II II -4(U II II u II I II M II II o II II C) 11 I II 1 11 I II 014 C0a] 4 ANCHOR P❑INTS 902 13* Part No.000790,25-mO8-2020 Multilift Public Planning Guide 8 Figure 5 illustrates the site construction details for a typical outdoor application. Figure 5:Sample unenclosed outdoor application " Top landing gate 42%in(1067 mm)high Platform gate(required } for 36"x 60"model) Automatic access ramp 3 + Disconnect and electrical outlet Call/send station - � Fascia panel(must be installed to eliminate pinch points) 1.5 in(38.1 mm)insulation(optional) 6 in(152.4 mm)thick— 15,in(381,mm)compaction rock reinforced concrete slab 4531 PSI(30 MPa) (see slab detail) Outdoor applications need a strong and stable surface that will not move throughout the years.For this reason,it is essential,when the temperature can get below the freezing point,to insert an insulate sheet between the concrete slab and the compaction rock.Figure 6 illustrates the concrete slab detail for atypical outdoor application. Figure 6:Concrete slab detail WARNING imumum mm)Minimum For units with the tower support Mini _ - - p see bracket( ages 11,12,and 13), r irrr the width of the slab must be 8" 72 in(1829 mm) .. M , more to support the tower bracket. Minimum S1 "p 9� l t M�•p,p¢y p b t ..ems } ; .v yJ p � a r'^^�•• 6�q(75zmm 22.5 in(572 mm) �a R. -' Reinforced concrete 15 in(381 inm) t fi. Insulation(optional) 2 in(50 mm) Compaction rock d in OoS""m/C�� _ 1/2 in 03 mm)diameter reinforcement steel rods 8 in(203 mm) e 6 in(152 mm) 12 in(305 mm)C/C Multilift Public Planning Guide Part No.000790,25-m08-2020 9 Landing gate/door details Landing gate/door details are specific to each job site.Be sure to refer to your site-specific installation drawings. There are two options that can be used when preparing for installation of the gate(or door with sill angle).Figure 7 illustrates the two options for a gate.Refer to the Installation Guide for details on installing the landing gate or door. • Option 1 —Notch out the landing so that the gate angle bracket(or door sill angle) is flush with the vertical landing surface. • Option 2—Install a 1/4"fascia panel to fill in the gap in the vertical landing surface from underneath the gate angle bracket(or door sill angle)down to the floor/ground.If your site has a hoistway or pit,be sure to add 1/4"to those dimensions to account for the.1/4"fascia panel. Figure 7:Options used when installing a gate 0 0 Gate Gate ® Notch out landing 1/4 in(6.35 mm) ' so gate angle bracket is flush with ' - vertical landing surface Landing 0 0 0 � T v a c ra —' Fascia panel Notch out landing to install gate Install fascia panel for gate Part No.000790,25-m08-2020 Multilift Public Planning Guide 10 Commercial requirements For hoistway applications,please see Figure 8 below.Also required are the following: • Grab bar(hand rail) • Emergency light on platform • Controller redundancy • Emergency stop/alarm • Hoistway • Top landing gate or door • Disconnect(provided by others) • Door locks Figure 8:Hoistway requirements Finished runway length Finished runway width ( fir* (see plan drawings) see plan drawings) 24 in(610 mm')``"� ✓ C/C Anchoring J Hoistway must be.plumb and i square and based on dimensions Leave this section free of `��� • I� s shown in plan drawings studs for door installation ,} r y Lighting and adjustments I .G I Studs(2x4) Disconnect(outside the ^' hoistway,not accessible " to general public) ] # Drywall Waterproof pit must be provided a. and conform to local requirements. Call/send station s Water drain may be needed. Concrete pit floor capable Electrical equipment and wiring of supporting a load of (light,electrical outlet,phone line,g t; 3000lb(13.3 kN) etc.-refer to power requirements) # Power ; supply �`� - Leave a 3 in(76 mm)pit for platform clearance Multilift Public Planning Guide Part No.000790,25-m08-2020 11 Tower support bracket(commercial units) For commercial units without a support wall,there is a tower support bracket(see Figures 9, 10 and 11)that must be installed behind the tower for extra support.The dimensions of this bracket are shown in the drawing below. Figure 9:Tower support bracket 75 3/8" OVERALL 3/4 LENGTH RUNNING CLEARANCE 48" CLEAR INSIDE CAB LENGTH ,TOWER SUPPORT rL BRACKET a 3/4" io I/2" 37 1/411 8,. 4" 37 /4" a 3 } , IV Q v3 w a= r W- ENENTRANCE�_ � Cq m a aa y o J v LANDING 1 Z Ga L.7 1-1 N �--24 7/8"—� Part No.000790,25-m08-2020 Multilift Public Planning Guide 12 Figure 10:Tower support bracket(low tower) 41.750 0 8.000 o o e a e oEp 0 t 10X 0 .375 T .50 37.750 4.000 78.250 77.875 74.625 29.750 27.625 78.250 46.250 43.000 29.625 12.625 4 9.375 8.750 .625 0 .250 Multilift Public Planning Guide Part No.000790,25-m08-2020 13 Figure 11:Tower support bracket(tall tower) 41.750 12X 0 .375 S .50 ° ° 8.000 ° ° 4.000 ° ° 104.250 103.875 6.500 100.625 93.375 90.125 29. 50 104.250 37.750 43.125 46.250 43.000 29.625 2 12.625 50 9.375 • 8.750 .625 Part No.000790,25-m08-2020 Multilift Public Planning Guide 14 Load calculations SAVARIA Multilift Vertical Platform Lift Anchoring Loads worst case scenario) 36x60"Platform,Screw Drive, Hoistway Application No Safety Factor MAX MAX Car MAX Estimated Lift Model Tower Weight Capacity n/a n/a Pit Load Impact Load (inches) Weight CAR(Ibs) CAP(Ibs) P(Ibs) R3(Ibs) T(Ibs) 48 500 400 750 N/A N/A 1650 3000 60 650 400 750 N/A N/A 1800 3000 72 650 400 750 N/A N/A 1800 3000 N.B. Calculations do not include forces due to wind,seismic loading,any environmental loading and forces due to acceleration. Calculations are assuming that the unit is self supported. A minimum Safety Factor of 4 is recommended;check local code requirements or building special requirements. The average standard cab weight is 350 Ibs;the values vary accordingly. If the building doesn't allow bracket mounting spacing of 36", R2 needs to be increased accordingly. The Impact Load is not"necessary"if the lift is installed properly and maintained according to the manufacturer's recommendation If the unit is ordered with base legs,the Pit Load related to cab weight and capacity will be spread on the footprint. Vertical Platform Lift Anchoring Loads worst case scenario) 36x60"Platform,Screw Drive,Hoistway Application No Safet I Factor MAX MAX MAX Wall Lift Model Tower Enclosure MAX Car MAX Anchor on the Support Loads per Pit Load Estimated (inches) Weight Weight Weight Capacity wall for tall mounting points(double the Impact Load T(Ibs) T(Ibs) CAR(Ibs) CAP(Ibs) travel values=per bracket) P(Ibs) R3(Ibs) R2 Ibs 48 500 625 400 750 2275 3000 60 650 675 400 750 102 472 2475 3000 72 650 725 400 750 102 472 2525 3000 T R2 GAR-+ GAP �2 3 " R H R3 P Multilift Public Planning Guide Part No.000790,25-m08-2020 1s Cab types Type 2 cab(standard) For type 2 cabs,entry and exit are available from both ends of the platform. Figure 12:Type 2 Exit Exit E Type 2L Type 2R o ; ~ platform platform ~ ;� Entrance Entrance € vol Type 3 and 4 cab(optional) For type 3 and 4 cabs,entry and exit are available from one end and one side of the platform. Figure 13:Type 3 and 4 Exit Exit Type 3 �, �, Type 4 platform 0 platform t t t. t " t �t Entrance Entrance 77 Part No.000790,25-m08-2020 Multilift Public Planning Guide 16 Drawings The next several pages provide various Multilift drawings.Always refer to your installation drawings for details specific to your site. Elevation and plan view drawings (for the different cab types and sizes): • Type 2 without platform gate—36"x 54" • Type 2 without platform gate—42"x 48 42"x 54,42"x 60" • Type 3 without platform gate—36"x 54" • Type 3 without platform gate—42"x 48,42"x 54",42"x 60" • Type 4 without platform gate—36"x 54" • Type 4 without platform gate—42"x 48 42"x 54,42"x 60" • Type 2 with platform gate—36"x 54",36"x 60" • Type 2 with platform gate—42"x 54,42"x 60" • Type 3 with platform gate—36"x 54,36"x 60" • Type 3 (42"B side opening)with platform gate—36"x 60" • Type 3 (42"B side opening)with platform gate—42"x 60" • Type 4 with platform gate—36"x 54 36"x 60" • Type 4 with platform gate—42"x 54,42"x 60" • Type 4(42"B side opening)with platform gate—36"x 60" • Type 2,enclosure,36"x 48",36"x 54 36"x 60" • Type 2,enclosure,42"x 48",42"x 54,42"x 60" • Type 3,enclosure,36"x 48",36"x 54",36"x 60" • Type 3,enclosure,42"x 48",42"x 54,42"x 60" • Type 4,enclosure,36"x 48",36"x 54,36"x 60" • Type 4,enclosure,42"x 48",42"x 54",42"x 60" • Type 2 with 3 gates(RH)—36"x 54" • Type 2 with 3 gates(LH)—36"x 54" NOTE that the 42"wide cab units and B355 units are not self-supporting and need wall mounting. Two sample landing gate layout drawings are provided: • 42"x 36"auto left-hand gate • 42"x 36"manual left-hand gate • Mobile Multilift drawings Note: For specifications on other landing gates and doors,go to our website www.savaria.com, select the"architects and builders"tab at the top of the page and then select"Doors and Gates" from the menu on the left-hand side of the page. The link is as follows:http://www.savaria.com/architects/drawings/doors-gates/index.php. Multilift Public Planning Guide Part No.000790,25-m08-2020 • 17 Figure 14:Elevation and plan view-type 2 without platform gate-36"x 54" ELEVATI❑N VIEW TYPE-2 m� E0 TOP OF MAST o m N CUH 6 0 TABLE 1 - MAST HEIGHT LANDING 2 F E Mast Height Max.Travel with 2"CAP m mm(Inches) n1mi Inches S1219(48") 2032 80 LANDING 1 1829(72") 26421 104 TOP VIEW TYPE-2 1400mm 155 1/8'3 FII IISHED RUN WAY LEN TH 14mm 19/1613 (PIT LENGTH) rL RUNNING muoz CLEARANCE 700mm 127 9/16'3 n n 286mm Ell 1/4'3 787mm 1311 - 1365mm C53 3/4'3 914mm 1369 FINISHED RUNWAY WIDTH CLEAR INSIDE orrRE 1372mm C54'3 (PIT WIDTH) CAB W CLEAR INSIDE CAB LENGTH 76mm C3'] RUNNING CLEARANCE Part No.000790,25-m08-2020 Multilift Public Planning Guide 18 Figure 15:Elevation and plan view-type 2 without platform gate-42"x 48",42"x 54"1 42"x 60" ELEVATI❑N VIEW TYPE-2 A a o� u W 1 O m TOP OF MAST N 2 S fF 0 TABLE 1 - MAST HEIGHT LANDING 2 T F E Mast Height W CU Max.Travel with 2" CAP W mm(Inches) mm Inches o O 1219(48") 2032 80 1829(72")l 2642 104 LANDING 1 TOP VIEW TYPE-2 B FIIIISHO RUN WAY LENGTH (PIT LENGTH) 14mm [9/16'] RUNNING TOWER CLEARANCE f C u n 286mm Ell 1/4.1 D A CLEAR INSIDE I FINISHED RUNWAY WIDTH CAB WIDTH ENTRAWE CLEAR INSIDE ENTRAN (PIT WIDTH) CAB LENGTH 76mm [3'] RUNNING CLEARANCE TABLE 2- H❑ISTWAY DIMENSI❑N D CLEAR INSIDE CAB CLEAR INSIDE CAB A B C DOOR CENTER LINE WIDTH LENGTH FINISHED RUNWAY WIDTH FINISHED RUNWAY LENGTH TOWER CENTER LINE ON CASE OF 42"DOOR) mm Inches mm Inches mm Inches mm Inches mm In mm Inches 1067 42 1219 48 1511 59 1/2 1248 49 118 624 24 9/16 864 34 1067 42 1372 54 1511 59 1/2 1400 55 118 700 27 9116 864 34 1067 42 1524 60 1511 59 1/2 1553 61 1/8 776 30 9116 864 34 Multilift Public Planning Guide Part No.000790,25-m08-2020 19 Figure 16:Elevation and plan view-type 3 without platform gate-36"x 54" ELEVATI❑N VIEW TYPE-3 0 _ TOP OF MAST NZ cu S f� 0 TABLE 1- - MAST HEIGHT LANDING 2 T --- ------m----- -� F E Mast Height W a Max.Travel with 2"CAP mm(Inches) mm Inches LANDING 1 1219(48") 2032 BO 1829(72")l 2642 104 TOP VIEW TYPE-3 1507mm [59 5/16'3 F NISHED RUN WAY LENGTH (PIT LENGTH) TOWER 700mm 127 9/16'3 o u 286mm Ell 1/4'3 787mm C31'7 914mm 136'3 1372mm C54'3 1365mrR C53 CLEAR INSIDE CLEAR INSIDE FINISHED RUNWAYY WIDTH CAB WIDTH CAB LENGTH (PIT WIDTH) 1 �- 14mm 19/169 ENTRANCE II RUNNING II CLEARANCE II 578mm [22 3/4'3 II _.0 Part No.000790,25-m08-2020 Multilift Public Planning Guide 20 Figure 17:Elevation and plan view-type 3 without platform gate-42"x 48",42"x 54",42"x 60" ELEVATI❑N VIEW TYPE-3 1 t TIF OF NAST 7 TABLE 1 - MAST HEIGHT �3 LANDING 2 F T E Mast Height Max.Travel with 2"CAP > a mm(Inches) mm Inches 1219(48") 2032 80 1829(72")l 2642 104 e LANDING 1 1 • l.i r`i�.��5. nsti'•• .� a'I. TOP VIEW TYPE-3 B F NISHED RUN WAY LENGTH (PIT LENGTH) MIM C C- 0 0 286mm Ell 1/4'7 D CLEAR INSIDE A CLEAR INSIDE CAS LENGTH FINISHED RUNWAY WIDTH CAB WIDTH (PIT WIDTH) ,I II 14mm E9/16'3 1• II RUNNING 33 9/16'IF CLEARANCE LENGTH a 4W II 36 9/16•W LENGTH-541 39 9/16'IF LENGTH-6V TABLE 2- H❑ISTWAY DIMENSI❑N D CLEAR INSIDE CAB CLEAR INSIDE CAB A B C DOOR CENTER LINE WIDTH LENGTH FINISHED RUNWAY WIDTH FINISHED RUNWAY LENGTH TOWER CENTER LINE pN CASEOF 4r DOOR► nrn Inches mm Inches �WX4 es mm Inches mm Inchos mm Inchos 1067 42 1219 48 314 1354 53 5116 624 24 9116 8" 34 1067 42 1372 54 X4 1507 59 5118 700 27 9116 684 34 1067 42 1524 1659 1 65 5116 776 30 9//8 664 34 Multilift Public Planning Guide Part No.000790,25-m08-2020 21 Figure 18:Elevation and plan view-type 4 without platform gate-36"x 54" ELEVATI❑N VIEW TYPE-4 o� 0 m TOP EF MAST N Z S CU 1W- ' ' TABLE 1 — MAST HEIGHT 0 0 LANDING 2 " T --- ------------- ----� F W m a a E Mast Height W e Max.Travel with 2"CAP cr mm(Inches) mm Inches ~ 1219(48") 2032 80 LANDING 1 1 1829(72") 2642 104, TOP VIEW TYPE-4 1507mm C59 5/16'3 FINISHED RUN WAY LENGTH (PIT LENGTH) q. 700mm C27 9/16'3 TovEe u n 286mm Ell 1/4'3 1365mm C53 3/4'3 787mm 1319 FINISHED RUNWAY WIDTH 914mm 136'3 (PIT WIDTH) CLEAR INSIDE EMMANCE 1372mm C54'3 CAB WIDTH CLEAR INSIDE CAB LENGTH j j 14mm C9/16'3 II RUNNING CLEARANCE II II 11__ 57Bmm C22 3/4'3 Part No.000790,25-m08-2020 Multilift Public Planning Guide 22 Figure 19:Elevation and plan view-type 4 without platform gate-42"x 48;42"x 54",42"x 60" ELEVATI❑N VIEW TYPE-4 TOP OF MAST TABLE 1 — MAST HEIGHT LANDING 2 F E Mast Height Max.Travel with 2"CAP a a mm(Inches) mm Inches m � Nr 1219(48") 2032 80 1829(72")l 2642 104 s LANDING 1 1 1 • f'2`tip•��::':�,a'• •� �'• TOP VIEW TYPE-4 B F NISHED RUN WAY LENGTH (PIT LENGTH) TDq. C—I 0 0 286mm Ell 1/4.3 A INISHED RUNWAY WIDTH D (PIT WIDTH) CLEAR INSIDE F OMAN= CAD WIDTH CLEAR INSIDE CAB LENGTH II EMM Wm 14mm [9/16'] II RUNNING CLEARANCE II 33 91W W I I LENGTH' 11__ 578mm [22 3/4'3 36 9/16'IF LENGTH-54' 39 9/16-IF LENGTH -6V D CLEAR INSIDE CAB CLEAR INSIDE CAB A B C DOOR CENTER LINE WIDTH LENGTH FINISHED RUNWAY WIDTH FINISHED RUNWAY LENGTH TOWER CENTER LINE ON CASE GF 4Y DOOR) mm Inches mm Inches mm Inches mm Inches mm Inches mm Inches 1067 42 1219 48 Isis s9 314 1354 53 6116 .824 24 9r16 884 34 1087 42 1372 54 1518 59 3f4 1507 59 5116 700 27 9f16 864 34 1057 1 42 1524 60 I518 1 59 314 1659 65 5116 776 30 Brie 854 m Multilift Public Planning Guide Part No.000790,25-m08-2020 23 Figure 20:Elevation and plan view-type 2 with platform gate-36"x 54;36"x 60" ELEVATI❑N VIEW TYPE-2 ------------ � 1 TOP OF MAST w3 TABLE 1 - MAST HEIGHT LANDING 2 ° F E Mast Height Max.Travel with 2"CAP m mm(Inches) mm Inches 1219(48") 2032 80 1829(72")l 2642 104 LANDING 1 TOP VIEW TYPE-2 1597m 162 7/813 FINISHED RUN WAY LENGT 1445mm C56 7/8'3 (PIT LENGTH) FI ISHED RUN WAY LENGTH (PIT LENGTH) 14mm C9/16'3 q. 14mm C9/1613 q. RUNNING Tam 745mm C29 5/16'] RUNNING 76mm C30 /16'] CLEARANCE CLEARANCE ■ ■ ■ 286mm CI1 1/4' 286mm Ill 1/4'3 87mm E3 371 787mm C 113 1 914mm C36'3 1365mm 153 3/4'3 914mm [36'] I / CLEAR INSIDE 711372mm C54'] �� INISH(P T WIDTH)RUNWAY CLEAR INSIDE � 1524mm C60'] CAB WIDTH CAB WIDTH CLEAR INSIDE % I CLEAR INSIDE— % CAB LENGTH �� CAB LENGTH 76mm C3'3 76mm C313 RUNNING 4RUNNING CLEARANCE CLEARANCE Part No.000790,25-m08-2020 Multilift Public Planning Guide 24 Figure 21:Elevation and plan view-type'2 with platform gate-42"x 48",42"x 54;42"x 60" ELEVATION VIEW TYPE-2 TOP OF MAST TABLE 1 - - MAST HEIGHT Wig F LANDING 2 s E Mast Height _T T : , Max.Travel with 2"CAP d mm(Inches) mm Inches a 1219(48") 2032 80 CU m Q�ggpp 1829(72")l 2642 104 e LANDING 1 i TOP VIEW TYPE-2 B FINISHED RUN WAY.LENGT (PIT LENGTH) 14mm E9/16'3 CL RUNNING TweR CLEARANCE r-C 0 0 286mw Ell. 1/4.3 A D FINISHED RUNWAY WIDTH (PIT WIDTH) / CLEAR INSIDE CAB WIDTH MIMIC CLEAR INSIDE % CAB LENGTH 76mm E3.3 RUNNING CLEARANCE TABLE 2- HOISTWAY DIMENSION D CLEAR INSIDE CAB CLEAR INSIDE CAB A B C DOOR CENTER LINE WIDTH LENGTH FINISHED RUNWAY WIDTH FINISHED RUNWAY LENGTH TOWER CENTER LINE (IN CASE OF 4r DOOR) mm Inches mm Inches mm Inches olm Inches mm Inches mm Inches 1067 42 1219 1 48 1518 59 3/4 1292 50 7/8 624 26 5/16 864 34 1067 42 1372 54 I 1518 59 3/4 1445 56 7/8 700 29 5116 864 34 1067 42 IN 60 1518 1 59 314 1597 62 718 776 32 5/16 864 34 Multilift Public Planning Guide Part No.000790,25-m08-2020 25 Figure 22:Elevation and plan view-type 3 with platform gate-36"x 54;36"x 60" ELEVATI❑N VIEW TYPE-3 ^� I 0 TOP OF MAST f 0 TABLE 1 - MAST HEIGHT LANDING 2 a .. N E Mast Height W ~} Max.Travel with 2"CAP mm (Inches) mml Inches 0 LANDING 1 i 1219(46') 20321 80 1829(72") 2642 104 TOP VIEW TYPE-3 1551nn E61 1/16'3 1703nn E67 1/169 FINISHED RUN WAY LENGTH FINISHED RUN VAY LEN TH (PIT LENGTH) (PIT LENGTH) E ti TmfiR 745nn 129 5/16'3 7UM 821nn E32 5/16'3 286mm Ell 1/4'3 ( 286rm Ell 1/4.3 87nn C3 ] ! 1365mn C53 3/4'3 F 787nn C 1'3 1 914nrq E36'3 / FINISHED RUNWAY WIDTH 914mm E36'3 % CLEAR INSIDE 1372r�r� [54'] rt % (PIT WIDTH) CLEAR INSIDE 1524�n C60'] CAB WIDTH I CAB WIDTH CLEAR INSIDE % CLEAR INSIDE % CAB LENGTH -�,/ CAB LENGTH 14m C9/1613 EMMnra II 14nn C9/16'3 II RUNNING RUNNING CLEARANCE it CLEARANCE ii 578nn E22 3/413 1 __u 578mm 122 3/4'] -ll Part No.000790,25-m08-2020 Multilift Public Planning Guide 26 Figure 23:Elevation and plan view-type 3(42"B side opening)with platform gate-36"x 60" ELEVATI❑N VIEW TYPE-3 w L E C3 tux TOP OF MAST o�N �1 f IW 0 TABLE 1 — MAST HEIGHT 0 LANDING 2 -- ---- --- ---� 4 F CU E Mast Height W Max.Travel with 2"CAP o s mm(Inches) mm Inches 1 1219(487) 2032 80 LANDING 1 T 1829(72") 2642 104 TOP VIEW TYPE-3 17O2mm 167.3 FINISHED RUN WAY LEN TH (PIT LENGTH) q. TaVER 819mm 132 1/4'3 286mm Ell 1/4'3 0 0 1365mm C53 3/4'3 87mm 12 1'3 FINISHED RUNWAY WIDTH 914mm 13613 % (PIT WIDTH) CLEAR INSIDE 1524mm C6O'] CAB WIDTH CLEAR INSIDE— CAB LENGTH ti 14mm 19/16'3 °MANCE RUNNING 4, I CLEARANCE CLEAR I IPENING I II 1O1Omm E39 3/4'3 Multilift Public Planning Guide Part No.000790,25-m08-2020 27 Figure 24:Elevation and plan view-type 3(42"B side opening)with platform gate-42"x 48.42"x 54.42"x 60" ELEVATI❑N VIEW TYPE-3 � 1 TIP OF MAST e 3 TABLE 1 — MAST HEIGHT LANDW 2 C T Q_- _ F E Mast Height W CU Max.Travel with 2"CAP 4 mm(Inches) mm Inches 1219(48") 2032 80 LANDING 1 i 1829(72") 26421 104 TOP VIEW TYPE-3 B NISHED RUN WAY LENGT (PIT LENGTH) CLEAR INSIDE CAB LENGTH q. TwEx C t— 286.., Ell 1/4- A FINISHED:RUNWAY WIDTH D (PIT WIDTH) CLEAR INSIDE ti CAB WIDTH LS rL 14mm E9/1613 Dam zi RUNNING I 0113mm E4 2 1/413 i CLEARANCE CLEAR C PENING.. II 39 3/4• TABLE 2— H❑ISTWAY DIMENSI❑N D CLEAR INSIDE CAB CLEAR INSIDE CAB A B C DOOR CENTER LINE WIDTH LENGTH FINISHED RUNWAY WIDTH FINISHED RUNWAY LENGTH TOWER CENTER LINE (IN CASE OF 4r DOOR) mm Inches mn Inches mm Inches III= Inches n■1 Inches mm I Inches 1067 42 1219 48 Isla 59 314 1397 55 824 26 114 884 34 1087 42 1372 54 1578 59 3/4 1549 61 700 29 1/4 864 34 1067 42 1524 60 1518 59 314 1702 1 67 776 32 114 884 34 Part No.000790,25-m08-2020 Multilift Public Planning Guide 28 Figure 25:Elevation and plan view-type-4 with platform gate-36"x 54",36"x 60" ELEVATI❑N VIEW TYPE-4 A W .L m W EO m XM m TOP OF MAST N Z S vW 0 TABLE 1 - MAST HEIGHT LANDING 2 - - ---- ---� 4 F W m E Mast Height W _ a Max.Travel with 2"CAP 6 E ~ E mm(Inches) mm Inches 1219(48") 2032 80 LANDING 1 1 1829(72") 2642 104 TOP VIEW TYPE-4 1703mm 167 1/161 1551mm C61 1/169 FI ISHED RUN WAY LENGTH F NISHED RUN WAY LENGTH (PIT LENGTH) (PIT LENGTH) CL r. 821mm E32 5/16'3 TOWER745mm [29 5/16'] rwER f286mmll 1/4'] 286mm Ell 1/4'] 78 mm C31'] 1365mm C53 3/4'1 7 7Mm [31C36'] FINISHED RUNWAY WIDTH \ 914mm C36']INSIDE (PIT WIDTH) ENiR CLEAR INSIDE \ Ra+ 152t IDTH 1372mm C54'] CAB WIDTH CLE I \ CLEAR INSIDE — LENGTH CA \, CAB LENGTH II ENTRANCE II ENTRANCE j' 14mm [9/16'1 j 14mm 19/16'3 II RUNNING II RUNNING II CLEARANCE II CLEARANCE II II 578mm 122 3/4'] Ja__ 578mm 122 3/4'3 Multilift Public Planning Guide Part No.000790,25-m08-2020 29 Figure 26:Elevation and plan view-type 4 with platform gate-42"x 48;42"x 54;42"x 60" ELEVATI❑N VIEW TYPE-4 1 TDP IF MAST a �3 TABLE 1 - MAST HEIGHT LANDING 2 F WCU E Mast Height Max.Travel with 2"CAP ^B mm(Inches) mm Inches LANDING 1 1 1219(48") 2032 80 y .,,. :.'• 1829(72") 2642 104 TOP VIEW TYPE-4 B INISHED RUN WAY LENGT (PIT LENGTH) CLEAR INSIDE CAB LENGTH ti C � 0 0 286MM Ell 1/4.3 A D FINISHED RUNWAY WIDTH (PIT WIDTH) CLEAR INSIDE .� CAB WIDTH iMOR WM 14mm E9/16'3 i 1073nn 142 1/4 RUNNING CLEARANCE CLEA 13PENIN ii 39 3/4' TABLE 2- H❑ISTWAY DIMENSI❑N D CLEAR INSIDE CAB CLEAR INSIDE CAB A B C DOOR CENTER LINE WIDTH LENGTH FINISHED RUNWAY WIDTH FINISHED RUNWAY LENGTH TOWER CENTER LINE ON CASE OF 4T DOOR) 4"' 1 Inches mm Inches mm Inches mm Inches mm Inches mm Inches 42 1219 48 1518 59 314 1397 55 624 26 114 864 34 42 1372 54 1518 59 314 1549 61 700 29 114 864 34 42 1524 60 1518 59 3/4 1702 67 776 32 174 864 34 Part No.000790,25-m08-2020 Multilift Public Planning Guide 30 Figure 27:Elevation and plan view-type 4(42"B side opening)with platform gate-36"x 60" ELEVATI❑N VIEW TYPE-4 � L O a TOP OF MAST TABLE 1 - .MAST HEIGHT 0 LANDING 2 - N E Mast Height W Max.Travel with 2"CAP 5 mm (Inches) mm Inches y� 1219(48") 2032 80 LANDING 1 J 1829(72") 2642 104 TOP VIEW TYPE-4 1702mm [67'] FI14ISHED RUN WAY LENGTH (PIT LENGTH) OW 819mm [32 1/4'3 UT ® n 286mm Ell 1/4'3 � 78 7mm C31 1365mM [ 3 3/4'3 \ 914mm C36'3 FINISHED RUNWAY WIDTH ,\ 1524mm [60'] CLEAR INSIDE (PIT WIDTH) \ CLEAR INSIDE . CAB WIDTH CAB LENGTH awe j' 14mm [9/16'] 42 v4' RUNNING F1i1 CLEAR OPENING CLEARANCE II 1010nM 139 3/4'3 Multilift Public Planning Guide Part No.000790,25-m08-2020 31 Figure 28:Elevation and plan view-type 2 enclosure-36"x 48;36"x 54",36"x 60" ELEVATI❑N VIEW TYPE-2 TIV OF WXT k � 0 _ 11 1 � n LAID=e __ 1 \ It __ I 01 II 1 I / 1Pr LANDOG i _ -- TYPICAL ENCLOSURE TYPICAL ENCLOSURE WITH EXTENSION 6 CLEAR PLEXIGLASS DOME 6 VENTILATION SYSTEM TABLE 1- MAST HEIGHT a DOOR 13PERAT13R TRAVEL TOWER HEIGHT MIN ENCLOSURE HEIGHT mm(Inches) mm Inches mm I Inches 1219(49') 2032 80 2286 90 1829(72") 2642 104 2896 1 114 TOP VIEW TYPE-2 e INISHED RUN WAY LENGTH— (PIT LENGTH) C (CENTER LINE) 14nn [9/161] rL TOWER 14nn E9/16.3 RUNNING RUNNING CLEARANCE 10mm 124.3— CLEARANCE 292nn 311/2.3 7 9 LIN I I CLEAR INSIDE CL CAD WIDTH ' NTRANC NTRANC CLEAR INSID A CAB LENGTH HIED RUNVT WIDTH 76nn 13.3 (PIT TH RUNNING CLEARANCE 31/ ' 13nn EV24 13mm E1/L" 43 5/16• FIR 36• PLATFORM TABLE 2 ENCLOSURE DIMENSION D CLEAR INSIDE CAB CLEAR INSIDE CAB A B C DOOR CENTER LINE WIDTH LENGTH FINISHED.RUNWAY WIDTH FINISHED RUNWAY LENGTH TOWER CENTER LINE (IN CASE OF 36-DOOR) mm Inches mm Inches — Inches mm Inches mm Inches mm Inches 914 36 1219 48 1449 57 1/16 1376 54 3/16 687 27 1116 806 31 3/4 914 36 1372 54 1449 57 1116 1529 60 3116 764 30 1116 BOfi 31 3/4 914 36 1524 1 60 1449 57 1116 1681 65 3116 840 1 33 1116 808 1 31 314 Part No.000790,25-m08-2020 Multilift Public Planning Guide 32 ' Figure 29:Elevation and plan view-type 2 enclosure-42"x 48;42"x 54"1 42"x 60" ELEVATI❑N VIEW TYPE-2 TOP IF MAST 3 II 1 1 11 Lelmnc a Ld 1 II _ -----_�� W I I 11 1 OaC _I , j TYPICAL ENCLOSURE TYPICAL ENCLOSURE WITH EXTENSION IL CLEAR PLEXIGLASS D13ME L VENTILATION SYSTEM TABLE 1- MAST HEIGHT L DOOR OPERATOR TRAVEL TOWER HEIGHT MIN ENCLOSURE HEIGHT mm(Inches) mm Inches mm Inches 1219(48") 2032 80 2286 90 1829(72") 2642 104 2896 114 TOP VIEW TYPE-2 B INISHED RUN WAY LENGT (PIT LENGTH) (CENT R LINE)rL RUNNING 14 ] TOWER 14nn I9/16'3 RUNNNINGING RUNNING CLEARANCE 10mmIC24' CLEARANCE 292M 111/23 7 9 e' ENTER LIKE 0 I I CLEAR INSIDE CL I CAD WIDTH CL NTRANC �NTRANC CLEAR INSIDE INISHED RUNWA WIDTH 76mm 1313 CAB LENGTH (PIT MT RUNNING CLEARANCE r13m49 ------- 13nn C1/2' m C1/2'5/16' FOR 42' PLATFORM TABLE 2 - ENCLOSURE DIMENSION D CLEAR INSIDE CAB CLEAR INSIDE CAB A B C DOOR CENTER LINE WIDTH LENGTH FINISHED RUNWAY WIDTH FINISHED RUNWAY LENGTH TOWER CENTER LINE (IN CASE OF 36"DOOR) mm Inches nr11 Inches mm Inches mm Inches mm Inches mm Inches 1067 42 1219 48 1589 62 9/16 1376 54 3115 687 27 1116 883 li 34 314 1067 42 1372 54 1589 62 9/16 1529 60 3116 764 30 1116 883 34 314 1067 42 1524 60 1589 62 9/16 1681 1 66 3116 840 33 1116 883 1 34 314 Multilift Public Planning Guide Part No.000790,25-m08-2020 33 Figure 30:Elevation and plan view-type 3 enclosure-36"x 48;36"x 54",36"x 60" ELEVATI❑N VIEW TYPE-3 GIs WST T ®// Ld -==1 Ld 1 / I �, / �1 -- TYPICAL ENCLOSURE TYPICAL ENCLOSURE WITH EXTENSION 6 CLEAR PLEXIGLASS DOME R VENTILATION SYSTEM TABLE 1- MAST HEIGHT 6 DOOR OPERATOR TRAVEL TOWER HEIGHT MIN ENCLOSURE HEIGHT mm(Inches) mm Inches mm Inches 1219(48") 2032 80 2286 90 1829(72") 2642 104 1 2896 1 114 TOP VIEW TYPE-3 B INISHED RUNVAY LENGT (PIT LENGTH) r C 76mm I313 I (CENTER LINE) 14mn C9/167 RUNNING CLEARANC TOVEf� Vr7smn 610mn [24' 292mm 1/2'3 959, C37 11 CLEAR INSIDE � CAD WIDTH CLEAR INSIDE L4mm [9/16•] I CAB LENGTH NVAY TH RUNNING (PIT IDTH) CLEARANCE i 3 2• ENTRANCrE 13nn m I1/2' F❑RCES 43 5/26' FOR 36' PLATFORM 42mm 125 5/16' TABLE 2 - ENCLOSURE DIMENSION D CLEAR INSIDE CAB CLEAR INSIDE CAB A B C DOOR CENTER LINE WIDTH LENGTH FINISHED RUNWAY WIDTH FINISHED RUNWAY LENGTH TOWER CENTER LINE ON CASE OF36'DOOR) mm nches mm !riches mm Inches mm Inches mm Inches mm Inches 914 36 1219 48 1449 57 1116 1483 58 318 687 27 1116 $06 31314 914 35 1372 54 1449 57 1116 1635 64 318 764 30 1116 805 31314 914 36 1524 60 1449 57 1116 1788 70 318 840 33 1116 806 31314 Part No.000790,25-m08-2020 Multilift Public Planning Guide 34 Figure 31:Elevation and plan view-type 3 enclosure-42"x 48,42"x 54",42"x 60" FLEVATI❑N VIEW TYPE—.3 im s Wzr T \ -- s i lil TYPICAL ENCLOSURE TYPICAL ENCLOSURE WITH EXTENSION R CLEAR PLEXIGLASS DOME 6 VENTILATION SYSTEM TABLE 1- MAST HEIGHT a DOOR OPERATOR TRAVEL TOWER HEIGHT MIN ENCLOSURE HEIGHT mm(Inches) mm Inches mm Inches 1219(49') 2032 80 2286 90 1829(72") 2642 104 2896 114 T❑P VIEW TYPE-3 a NISHED RUNWAY LENGTH (PIT LENGTH) C 76mm ERUNNI '3 �r(CENTER LINE) 14nn [9%16'] CLEARANCETO 1 Ej RUNNING 610nn [ 4' CLEARANCE 292mm 111/29 [37 9 8' i OR CE TER LI i CLEAR INSIDE CAD WIDTH V17 TRANCECLEAR INSIDE14nn [9/16'3 CAB LENGTH ISHED RUNWAY DTH RUNNING (PIT IDTH)CLEARANCE [3.3 3 Va., 13nn [1/2• ENTRANC 13nn [1/2' FORCES 49 5/16' FOR 42' PLATFORM 2mm [25 5/16' TABLE 2 - ENCLOSURE DIMENSION D CLEARINSIDECAB CLEARINSIDECAS A B C DOOR CENTER LINE WIDTH LENGTH FINISHED RUNWAYWETH FINISHED RUNWAY LENGTH TOWER CIDUM LINE (lN CASEOF 36'DOOR) mm Inches mm Inches rM I Wes mm I Inches mm Inches mm Inches 1057 t2 E2S9 48 160: 6J 11 5 1483 58 3f8 611 27 1116 883 34314 54 1 2 63 1116 1635 64 318 764 30 1116 883 34 34log? 12 ii2 IM7 42 1 1524 60 1 15M 53 1115 1788 70 X8 840 33 1116 1 883 34314 Multilift Public Planning Guide Part No.000790,25-m08-2020 35 Figure 32:Elevation and plan view-type 4 enclosure-36"x 48",36"x 54",36"x 60" ELEVATI❑N VIEW TYPE-4 IM IF NA4T 11 1 UVrDOG a w II I \ 1►—�-1 Pff a —— LAIm1iG 1 TYPICAL ENCLOSURE TYPICAL ENCLOSURE WITH EXTENSION 6 CLEAR PLEXIGLASS DOME 6 VENTILATION SYSTEM TABLE 1- MAST HEIGHT 6 DOOR OPERATOR, TRAVEL TOWER HEIGHT MIN ENCLOSURE HEIGHT mm(Inches) mm Inches mm Inches 1219(48") 2032 1 80 2286 90 1829(72") 2642 1 104 2896 114 TOP VIEW TYPE-4 B INISHED RUNWAY LENGTH (PIT LENGTH) C (CENTER LINE)] W76mm E3.3 TOWER 14mm C9/16.3 lOr1r1 ER RUNNING RUNNING CLEARANCE CLEARANCE 9 8' C 7 292mm t 1 1/2'3 (DOOR CENTER 1 I CLEAR INSIDE CL CAB WIDTH ENTRANC FINISHED R VAY WIDTH CLEAR INSIDE 1 14r1r1 C9/16'3 (PIT IDTH) CAB LENGTH RUNNING [CLEARANCE 3 2' --- 13r1r1 0/2' -—- -—-� ENTRANCE 76rm1 C3' 43 5/16' 3mm C3/2'3 FOR 36' PLATFORM 642rIr1 [25 5/16' TABLE 2 - ENCLOSURE DIMENSION D CLEAR INSIDE CAB CLEAR INSIDE CAB A B C DOOR CENTER LINE WIDTH LENGTH FINISHED RUNWAY WIDTH FINISHED RUNWAY LENGTH TOWER CENTER LINE (IN CASE OF 38-DOOR) mm Inches mm Inches mm Inches mm Inches mm Inches mm Inchea 914 36 1219 48 1449 57 1/16 1483 58 318 687 27 1/16 606 31 314 914 36 1372 54 1449 57 1/16 1635 64 3/8 764 30 1l16 806 31 314 914 36 1524 60 1449 57 1/18 1788 70 318 840 33 1l16 808 31 3/4 Part No.000790,25-m08-2020 Multilift Public Planning Guide 36 Figure 33:Elevation and plan view-type 4 enclosure-42"x 48;42"x 54",42"x 60" ELEVATION VIEW TYPE-4 mP rF w►ar "AM e II i oo N -- II i TYPICAL ENCLOSURE TYPICAL ENCLOSURE WITH EXTENSION R CLEAR PLEXIGLASS DAME R VENTD ATION SYSTEM TABLE 1- MAST HEIGHT 6 DOOR OPERATOR TRAVEL TOWER HEIGHT MIN ENCLOSURE HEIGHT mm(Inches) mm Inches mm Inches 1219(48") 1 2032 1 80 1 2286 90 1829(72') 1 2642 1 104 1 2896 114 TOP VIEW TYPE-4 B INISHED RUNWAY LENGT (PIT LENGTH) C (CENTER LINE11 TOWER 76mm C313 14mm E9/16'3 SOmm 124,31 24 RUNNING RUNNING CLEARANCE CLEARANCE 9 iL. 0 7 92mm 11 1/2'3 (DOOR CE iTERLINE4 � 1 CLEAR INSIDE CL CAB WIDTH i ENTRANC FINISHED R WAY WIDTH CLEAR INSIDE ' 14mm C9/1613 (PIT IDTH) I CAB LENGTH I RUNNING CLEARANCE 3 2' -— 13mm C1/2' -—- -—-� ENTRANCE 76mm E31 49 5/16' 3mm [1/2'] FOR 42' PLATFORM 642mm 125 5/16' TABLE 2 - ENCLOSURE DIMENSION D CUMINSIDECAS CLMINSICECAB A B C DOORCENTERUNE WQDTH LENGTH FUZISHEDRUNIMAYWIDTH FINISHED RUNWAY LENGTH TOWER CENTER LINE (IN CASE OF36'DOOR) Rm boos I= Inches mm Inches mm I Inches Inn Inches mm inches X67 42 12.9 41 t5C3 63 U16 Q 14U 58 318 687 27 1116 W3 34Y4 1G67 42 I= % t5I2 63 1n6 8 1635 64 3!8 764 30 1116 883 34 314 07 42 t524 9D t5Ct 6) U16 Q 1788 70 378 840 33 U16 883 34314 Multilift Public Planning Guide Part No.000790,25-m08-2020 37 Figure 34:Elevation and plan view-type 2 with 3 gates(RH)-36"x 54" 78' [19813 42'+TRAVEL. TR' 48' [12191 TOP VIEW TYPE-2 -40 62 1/4' s• 37 3/4' 3' 1 3/4' 361 55 1/2' 1 3/4' 54, 7/8' Part No.000790,25-m08-2020 Multilift Public Planning Guide 38 ' Figure 35:Elevation and plan view-type 2 with 3 gates(LH)-36"x 54" 78' 119811 42'+TRAVEL BOTTOM LANDING TOP LANDING 48' 1121 15' . TRAVEL LH L1NTT SHOWN TOP VIEW TYPE-2 62 1/4' 37 3/4' 3' 55 1/2' 3 36' 1 3/4' 1 3/4' 54' 7/8' 7/8' TYPICAL PLAN Multilift Public Planning Guide Part No.000790,25-m08-2020 o� a, M -p l7 C NOTES, h DRYWALL OR PARGD6 OT WH3W AS NEO'S d 12.7513241 :,SEE DATASNEET Is T,E DWAUSATM LRhAVDG TOR V LAIDW 04TRNQ e.+.-...r 44° [1118] 0 ALL Df=mT=LT amirr in awrE a 2' [ 1] HALL CALL (OPTIONAL) GENERAL INFORMATIONS- a:' O _CAM 2,00' WMED mar mTiR�AIM�XANICEAD, m REDsmCEADRDLED AM TAPPED FOR ALL CO"ENTS 7 OETALM KAM FTN DISTALLATM C . 0 -07FErAWPAIEL INSERT NNTERIALS ARE OPfDSUL. G -DYTE ENT LOWS SDOI AS GAL,n arms STRDM ANNY OPERATOR KVIL LJIO(m WON ARE EDTMAL -AUTO GAM ANY OPERATOR 12 PROVIDES o RUNNING — CLEARANCE LLU cu 0,50' � 113I nn] KWIK LOCK WR500 ELECTRIC STRIKE SRL.do-w.0 GAL LOCK (OPTIONAL) VERTICAL SECTION 36' [9141 SIDE VIEW (3325'E845nn1 CLEAR PIING) 1,75' E45 nn] FRONT VIEW 36' C914 nn] PANEL INSERT MATERIAL, ENTRANCE WIDTH �. SUFFIX ESC ION -C CLEAR PLEXIGLASS -B BROIIE PLETIGLASS -TC TEMPERED GLASS ETCHED FUR CAWB1(ANSI Z971,16 CFR,SECTIONS 120J AND 1202.OR CAWCGSB-12A 4' E102 nn] 4' E102 nn] -TU TEMPERED GLASS ETCHED FOR US NMI Z974,16 CER,SECTIN 120J AND 120 44.25' E1124 nn] -LC LARNAIE➢GLASS ETCHED FDR CANADA NMI Z97J,16 CFR,SECTION 1201A OR CAUCGSB-121) -LU LAONATE➢GLASS ETCHED FOR CANA➢A(AM[797.1 16 CER SECTION 1201A) 1,75' E45 nn7 WALL ATTACHMENT ENT36'RANCE E914NCE ID Tml �0 (8X) N8 X 3 FH SCREWS I~-ENTRANCE WIDTH Im (SHIM AS REQUIRED) C :MG&E SEW SCREW ERR VALL 4' E102 nn] 4' E102 nn] Z 44' 11118 nn] o HORIZONTAL SECTION N 0 C VT NAATIa1 RAAfl N a FMA Ps P00 0 w/ppm E �l rt N x LEFT HAND SWING 42 AUTO LH 36 HALF GATE JOB NUMBER i`oF i o o M y O Z m ii a 0 ry 0 N 00 0 E Lit NOTES, C14 A,DRYWALL M PARGM 4T OTTERS)AS REVR ClN Q SEE.MTA ENTRANCE tr 71E D45TALLA7101 DRAWING FOR LIDIDDIG FNTRNICE mrn 0 44° L11187 o ALL DF JECT ORMATM[S SUB TO CNAN(E. 00 -1 2° 1511 HALL CALL 0 (OPTIONAL) GENERAL INFORMATIONS, z rm EACH LANDING ENTRANCE SWILL BE SUPPLIED AS A 2.U0' FDGSIED A54711r WTN D=AND FRAME HAMMED. m REDFURMU R 11M AND TAPPED FOR ALL COMPONENTS E DETAD.ED.READY FOR DISTALMT=L DIFFERENT PANEL INSERT MATERIALS ARE<PTENAL. DIFFERENT LOOMS SUCH AS GAL,ELECTRIC STRDMo KWD[U XX DR WR500 ARE GPTMD MAFADIL GATE.NFORNL.IC DOOR CLOSER IS PROVIDED, �• n o RUNNING CLEARANCE c>J 0,50' `r C13 nn] KWIK LOCK WR500 ELECTRIC STRIKE GAL LOCK sDtrL o2s [s wu (OPTIONAL) 36' [914] VERTICAL SECTI❑N SIDE VIEW (332S'184SNN]CLEAR 11PUM) 1.75' 145 nn] FRONT VIEW 36' 1914 nn] PANEL INSERT MATERIALT r-ENTRANCE WIDTH SUFFIX DESCRiPTION -C CLEAR PLEXI(LASS -B OWL., -TC i�DERE➢(LASS ETOED FOR CANADA MI Z973,16 CFR,SECTIN 120J AND 1202,IR CAN/CFSB-I21) 4' 1102 nn] 4' 1102 nn] -TU TEIPERFD CLASS ETOED FOR US(ANSI 797.1,16 CFR,SECTIONS 1201 AND 120 44,25' 11124 nn] -LC LAMINATED(LASS ENDED F[R CANADA(ANSI Z911,16 CFR,SECTION 1201.4 IR CARICUB-12.0 CANADA(ANSI M.I.16 CFR SECTIIW 1201A) 4. 1.75' C45 nn] 10 d1 WALL ATTACHMENT 36' C914 nn] 'p (8X) #8 X 3 FH SCREWS f� ENTRANCE WIDTH C (SHIM AS REQUIRED) To t +' ANGLE S1111 SCREW ON WALL 4' E102 inn] 4' 1102 nTM] 44' C1118 nn] a) �p HORIZONTAL SECTION LDT MTlfwl OAAfl M 11. '^ SLdN POST P ME POST DAM F� ro ra�innm s rt ?x LEFT HAND SWING 42 MANUAL LH 36' HALF GATE A B a n JOB NUMBER 1 OF 1 `-' L M a ar :� L Y 0 m qw L C l7 a1 'c c m a 52'11319.51 LJ OVERALL CAB LENGTH 1 vs' 48' C1219.2I laua4MQc.,3293 LEAR INSIDE ^ �^�� aEARAN� CAB LENGTH nssElmcE DN 3' 13' Y = TO-R sloe C '1'DP I-DIPG GASE AN 1 � E 3/4• PnTEPuI � i I BOTTOM OF ASGE �E ox°e"WTeo"w A 1958.87 W To, —U.S`E°"*E° o< }� MOBIL SUPPORT 1c —E GP AND DLL; a TOP OF MAST 1111,11U ILILL PAMP FGP UPAIL DP LANDING - WW iDP WNDIN^.GASE NAN • m H= TDPWIDING xALOD L CALL y A �.y RQJ u TOP—DING TLOO SLIDING SLOT B TOOLING FOR ADJUS El N¢.E.T 1 LANDING 2 (U c218,a a SEA EAx BOX ICMI TUNE UP a D D(DN PMIDLE SHEN -I-,UBOx UP AND—.1 LANDI I N EN EOX no.7 vJ7 I—EL LIVE— Car Station WIRZ • A • o B 4:1 w a om txr O �R•Pa..a 0 OFf7CE USE r ++ �� 00 O c amoma o�ie E G I Ln 1 N o a.. .. 0 0 o M O d O Z d1 � Li ro a 0 N O N 00 O E 52' 1131953 to OVERALL CAB LENGTH N 48' [1219.23 11/4' O LEAR INSIDE Mel n CAB LENGTH CAE o F�.3' 13' O C329 O Z HALL CALL L Tw LANDING Co . wTE Lx 37 3/4'uj !; IN `� •C�-r GATE W C9S8,6] A N GATEI Pwm" " TOWER SIDE Tw LBOTTOM OF �� sutra Gz a iYm mvN, O= TOP GATEGATE MOBIL SUPPORT �Ha TOP OF MAST ; � ��j :OOM b I b b W = Tw LANDING r a m �a� S�fiT .r C7w< / CAE[ti B N r EEAtDBUR h u�am LANDING 2 m 86' 12184.31 REF d TIP LAN1 DIG Ra a FLU zu 5: LGOSE a b on �w .a xraiAKKEE THEM o w"WITCH Emt SW CH BOX LEVEL E UP UP AND DDVtl AND DO Iza arvt MOVE UP AND navto LANDING I TOO!NO FOR ADAMT WHEEL HEIGHT Car Station CAN tuFFLe A LEVEL LIfE B WALL - 4:1 JLpa mvN LoeN EMERGENCY -O Y K.Y R.nov.A W a OE OPP � OFF7 E US ONL Y. �®anpl 3 t®cem sDr. vaaA� O anraocn am - '� �+ y p� C ic. Jil m o ,o.N. w Na u M � N 4f a. 3 +r N 2m 7 41. LL 1 43 Provisions by others PR❑VISI❑NS BY OTHERS GENERAL HOISTWAY — THE HOISTWAY MUST BE DESIGNED AND BUILT IN ACCORDANCE WITH 'SAFETY STANDARD FOR PLATFORM LIFTS AND STAIRWAY CHAIRLIFTS' OR 'SAFETY CODE FOR ELEVATORS AND ESCALATORS' AND ALL STATE/ PROVINCIALS AND LOCAL CODES. PLUMB RUNWAY— DUE TO CLOSE RUNNING CLEARANCES OWNER/ AGENT MIST ENSURE THAT HOISTVAY AND PIT (WHERE PROVIDED) ARE LEVEL,PLUMB (—/+ 1/8" C3 mn>) AND SQUARE AND ARE IN ACCORDANCE WITH THE DIMENSIONS ON THESE DRAWINGS. MINIMUM OVERHEAD CLEARANCE— OWNER/AGENT MUST ENSURE MINIMUM OVERHEAD CLEARANCE IS IN COMPLIANCE WITH CODES. CONSTRUCTION SITE— OWNER/AGENT TO PROVIDE ALL MASONRY, CARPENTRY AND DRYWALL WORK AS REQUIRED AND SHALL PATCH AND MAKE GOOD (INCLUDING FINISH PAINTING) ALL AREAS WHERE WALLS/FL00RS MAY REQUIRE TO BE CUT, DRILLED OR ALTERED IN ANY WAY'TO PERMIT THE PROPER INSTALLATION OF THE LIFT. DIMENSIONS— CONTRACTOR/CUSTOMER TO VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO OUR OFFICE IMMEDIATELY. STRUCTURAL FLOOR/SUPPORT WALL LOADS—STRUCTURAL ENGINEER TO ASSURE THAT BUILDING AND SHAFT WILL SAFELY SUPPORT ALL LOADS IMPOSED BY THE LIFT EQUIPMENT. REFER TO THE LOAD DIAGRAM ON THIS DRAWING. MAST TO BE SECURELY FASTENED— WHERE REQUIRED THE MAST MUST BE SECURELY FASTENED TO THE STRUCTURAL SUPPORT WALL REFER TO WALL / FLOOR SUPPORT LOAD' DIAGRAM AND WALL LAG DIMENSIONS ON THIS DRAWING. WHERE DOORS ARE REQUIRED— SUITABLE LINTELS MUST BE PROVIDED BY OWNER/AGENT, DOOR FRAMES ARE NOT DESIGNED TO SUPPORT OVERHEAD WALL LOADS. ELECTRICAL GENERAL— ELECTRICAL EQUIPMENT AND WIRING TO COMPLY WITH SECTION 38 OF CSA C224 (CANADA) OR SECTION 620 OF NEC ANSI/NFPA 70 (USA). POWER SUPPLY-120VAC, 20A, 60HZ, 1PH CIRCUIT THROUGH A FUSE DISCONNECT WITH AUXILIARY CONTACT ON MAIN POWER SUPPLY. PROVIDE TWO 18 AVG CONDUCTORS BETWEEN CONTACT AND CDrRROLLER. LIGHTING—LIGHTING OF 100 LX MIN. AT PLATFORM AND LANDINGS. LIGHTING WITH SWITCH AND ELECTRICAL GFCI OUTLET IN HOISTWAY PIT. ADDITIONAL BRANCH CIRCUIT—BRANCH CIRCUIT WITH msco m FOR DOOR OPERATORS (IF EQUIPPED) (120VAC, 1SA, 60HZ, IPH) BRANCH CIRCUIT WITH DISCONNECT FOR VENTD_ATION SYSTEM (IF EQUIPPED) U20VAC, 15A, 60HZ, SPED ENTRANCES UPPER LANDING GATES— WHERE REQUIRED, SMOOTH SOLID BARRIERS ARE TO BE SUPPLIED AND INSTALLED ON BOTH SIDES OF ENTRANCE AT UPPER LEVEL AND MUST BE A MINIMUM OF 42' C1067 ran) HIGH. ENTRANCE ASSEMBLY MUST BE IN PLACE PRIOR TO THIS PROVISION. FASCIA PANEL BELOW UPPER LEVEL ENTRANCE— WHERE REQUIRED, FASCIA PANEL MUST BE FASTENED TO A SOLID WALL AND BE PERPENDICULAR TO THE FLOOR AND WALLS. HOISTWAY FASCIA IS NOT SELF—SUPPORTING FOR LONG, CONTINUOUS RUNS VOID [IF ENTRANCES. ADEQUATE SUPPORT FOR THE FASCIA MUST BE PROVIDED. ENTRANCE ASSEMBLIES— ENTRANCE ASSEMBLIES MUST BE ADJUSTED TO ALIGN WITH PLATFORM AND INTERLOCK EQUIPMENT. OTHERS TO ALLOW AN ADEQUATE ROUGH'OPENING. RETURN WALLS— RETURN WALLS AT ENTRANCES MUST BE BUILT-IN BY OTHERS AFTER ENTRANCE ASSEMBLIES ARE IN PLACE. MULTILIFT ENTRANCE ASSEMBLY MUST BE SECURELY FASTENED TO VERTICAL WALLS. PLATFORM LIFTS ALL INFORMATION IS SUBJECT TO CHANGE. A PLEASE REFERENCE OUR ON-LINE DRAWINGS AT Q savdria. www.savarla.com FOR THE MOST RECENT UPDATES Part No.000790,25-mO8-2020 Multilift Public Planning Guide 44 Provisions by others-Savaria Link option If you have the Savaria Link Ethernet remote monitoring option,ensure that you have an Ethernet connection with Internet capability in the vicinity of the unit's controller. If you have the Savaria Link Wireless remote monitoring option,ensure that you have a wireless signal with Internet capability in the vicinity of the unit's controller. Multilift Public Planning Guide Part No.000790,25-m08-2020 Multilift PUBLIC Vertical Platform Lift PLANNING GUIDE Part No.000790 Copyright©2020 Savaria Concord Lifts,Inc. www.savaria.com Sales 2 Walker Drive Brampton,Ontario L6T 5E1 Canada Tel:(905)791-5555 Fax:(905)791-2222 Toll Free:1-800-661-5112 S,avai*-La �r uxameNstlalze • COMMENTS FOUNDATION(1ST) ,7m� FOUNDATION ROUGHRUE PLUMBING n m;z w mm", III, Flrompum- rm - p . ' INSULATION _k l STATE ENERGY •D W- dmjm=-W� _a,. . .�. III •-l 1PAIUM aZ , J U� • �� • � ,chi - �r� ADDITIONAL • AMR 11117 - 10WIVA . ` /! PRIM 2J ry� 1 a4��ugFocKcQ�� TOWN OF SOUTHOLD—BUILDING DEPARTMENT co Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only + , PERMIT N0. o.J Building Inspector: �' 2022 NOVIU Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,'an Owner's Authorization form.(Page 2)shall.be completed. Date:10-21-2022 OWNER(S)OF PROPERTY: r Name:Anthony Martignetti SCTM#1000-106.00-06.00-003.000 Project Address:5775 W Mill Rd, Mattituck, NY 11952 Phone#:(gl 7) 535 - 3777 Email:martignetti@gmail.com Mailing Address:8 East 92nd St, Apt 3, New York, NY 10128 CONTACT PERSON: Name:JM2 Architecture PC / Dominic Arresta / John Mahler Mailing Address:2410 North Ocean Ave. Suite 300, Farmingville, NY 11738 Phone#:631-320-3305 Email:Dominic@JM2Architecture.com DESIGN PROFESSIONAL INFORMATION: Name:John L. Mahler Mailing Address:2410 North Ocean Ave. Suite 300, Farmingville, NY 11738 Phone#:631-320-3305 Email:Dominic@JM2Architecture.com CONTRACTOR.INFORMATION: Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION' ❑New Structure DAddition x❑Alteration ®Repair ❑Demolition Estimated Cost of Project: ❑Other $ 1,000,000 Will the lot be re-graded? El Yes ElNo Will excess fill be removed from premises? []Yes ®No 1 PROPERTY INFORMATION 3` �X Existing use of property:Bar/Apartment Intended use of property:gar/Apartment - Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Marine 11 (M I I) � this property? OYes �No IF YES, PROVIDE A COPY. t `DZ"Check Box After Reading:'The owner/contractor/design professional is responsible forall drainage-and storm water issues'as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building 6partment for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the'Town:of"Southold,Suffolk,County,New-York and other applicable Laws,Ordinances or Regulations,for the.construction ofbuildings, , additions,alterations`or for removal or demolition as herein described.The applicant agrees to comely with all applicable.laws,ordinances,building code, hdusing code and reguiaiions and�to admit authorized inspectors on premiseiand in buildings)for necessary inspect ans False statements made herein ire _ _ _ punishable as a ClassA misdemeanor pursuant to'Sedion 210i45-of the New Yort-State Penal, .h,., Application Submitted By(print name):J M2 Architecture PC ®Authorized Agent ❑Owner Signature of Applicant: � ,� � � Date: STATE OF NEW YORK) SS: COUNTY OF >Vf-fol k ) /� I 00MiA1'C l►Cfe5_6 r 12 Arrc{�IIMI VT being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the A(-C'weC+ (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 2 1 day of ocfol)f T ,20 2 2 Notary PftEPH TURNER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION Registration No.OITU6392186 (Where the applicant is not the owner Qualified in Suffolk Co my My Commission Expires -3 Anthony Martignetti residing at 8 East 92nd St, Apt 3 New York, NY 10 128 do hereby authorize J M2 Architecture PC to apply on my bejjalf to the jown of Southold Building Department for approval as described herein. ko Z2 �2-- Owner's Signature Date Anthony Martignetti Print Owner's Name 2 o��g�FFOtK�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT ys Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldto=.gov Y,,Date Received APPLICATION FOR BUILDING PERM ISA � "` <, u - ROVAL 7 For Office Use Only `._.i `•,�`' l PERMIT NO. Building Inspector: 3 MAR 9 2021 L---}r Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:February 23, 2021 OWNER(S)OF PROPERTY: Name:North Fork Project LLC (A. Martignetti) SCTM# i000-106.-6-4.1 a d 106.-6-3 Project Address:5670 and 5775 Mill Road, Mattituck , NY 11952 Phone#:917 535 3777 Email:martignetti @gmail.com--' Mailing Address:c/o David Jannuzzi Esq, 13235 Main Rd, Mattituck, NY 11952 or(Owner, PO Box154, Mattituck, NY 11952) CONTACT PERSON: Name:Meryl Kramer Architect Mailing Address:PO Box 1600 Phone#:631 477 8736 Email:meryl@mkarchitect.com. DESIGN PROFESSIONAL INFORMATION: Name:Meryl Kramer Architect Mailing Address:PO Box 1600 Phone#:631 477 8736 Email:meryl@mkarchitect.com CONTRACTOR INFORMATION: Name:tbd Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ®Alteration ©Repair ❑Demolition Estimated Cost of Project: ❑Other $tbd Will the lot be re-graded? ❑Yes R No Will excess fill be removed from premises? ❑Yes R No 1 PROPERTY INFORMATION Existing use of property:ReStaurant Intended use of property:Restaurant Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to M 1.II this property? ❑Yes ■No IF YES, PROVIDE A COPY. Check-qpx'After Reading: The owner/contractor/design'professional is,respoMible for aff drainage and storm water issues as pro"vide""d by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for'the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ord inances,orRegulations,for the construction of buildings, additions,alterations orfor removal or,demolition as herein described.The,applicant agrees to comply with all,applicable taws,ordinances,building cgtle, 'housing code,and regulations and to'admit authorized inspectors on,premises and in building(s)for necessary inspections.False statements made herein are t punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law.' Application Submitted By(pr'nt name) AtNITNAuthorized Agent ❑Owner Signature of Applicant Date �i•?j�• ?j w._ ._..._.. - ----. _..._.__.....w._ _ __._.._. __. ...._.... .. ......... .... 3- pi -z1. STATE OF NEW YORK) c SS: �JJ COUNTY OF SQ-PFnI Q,rU 'Krl� n-eE being duly sworn, deposes and says that (s)he is the applicant (Name of individual.signing contract) above named, (S)he is the Ct (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this ✓�/� da of C , 20 2-1 �J( 1, v M�rh otary Public TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.O1DW6306900 QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,2�oZ I, �IJC�w Miq-" 6"1 u residing at SSA (-J M LL- IVI M_q VJ(,Lc— k do hereby authorize Mul-IL 1- A&4- Ali ireZ:3: to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date IR'W 11�y 1 6NV'l�Tl CsIJ l T G �0&T1i foR�- Print Owner's Name 2 =o.ASuf 'r�a TOWN OF SOUTHOLD—BUILDING DEPARTMENT z Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 https://www.southoldtownny_,Q�ov Floodplain Development Permit Application PROPERTY INFORMATION Flood Zone:AE FIRM Panel: SCTM #1000-106-06-003 Address:5775 W Mill Rd, Mattituck, NY 11952 city:Mattituck zip:11952 coniTAcrPERsoN : :~ Name:John Mahler AIA /JM2 Architecture FPhone#:631-320-3305 Mailing Address:2410 N Ocean Ave, Suite 300, Farmingville, NY 11738 PIio1ECTOE96IPTioN BUILDING LIFT & GUT RENOVATION k_ 1 SECTIONA STRUCTURALDEUELORMENT'.(CHECKALL�THATAP,PLY) _ . .a.. .. K'.'.--.._ Type of Structure y �Type`of Structural Activaty x R Residential(1 to 4 families) ❑New structure ❑ Residential(more than 4 families) ❑ Demolition of existing structure ® Combined use ❑ Replacement of existing structure ❑ Non-residential ❑ Relocation of existing structure 8 Elevated ❑ Addition to existing structure ❑ Flood proofed(attach certification) ® Alteration to existing structure ❑ Manufactured Home ❑ Other: ❑ Located on individual lot ❑ Located in manufactured home park SECTION 1 OTHER DEUELOPMENT,(CHECK ALL THAT APPLY) t 2 .9. ❑ Clearing of trees,vegetation or debris ❑ Mining ❑ Grading ❑ Drilling ❑ Dredging 8 Connection to public'utilities or services ❑ Paving ❑ Placement of fill material ❑ Drainage improvement(including culvert work) ❑ Roadway or bridge construction ❑ Fence or wall construction ❑ Watercourse alteration (attach description) ❑ Excavation (not related to a structured development) R Other development not listed (specify): Complete building renovation,install I/A septic By signing below I agree to the terms and conditions of thisxpermit grid certify to the best of my knowledge the Information contained df a. u a } In this application is true and accurate I understand that no work may,start until a permit,Is issued The perrnrt maybe revoked�f any ms false statements are made herein Ifrevoked,:all work must cease until perrni't Is re issued Development shall not be usetl or occupied a until a Cert of Compliance Is issued The permit will expire tf no,work'is commenced within one yearGof issuance Other permits mayrbe, ; required to ftalfill regulatory}requirements Applrcantgtves consent to local author►ty or representative to make reasonable rnspectlo'ns i' 4 't ... �toxverify compliance Application Submitted By(print name): Dominic Arresta / JM2 Architecture PC Signature of Applicant: G Date: 1 1 -9-22 U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date:November 30,2022 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: A2. Building Street Address(including Apt.,Unit, Suite,and/or Bldg.No.)or P.O.Route and Company NAIC Number: Box No. S_ -7-7 &c,c City State ZIP Code 0; �+;�,14_k ,tile I,/ �a 1/ 9 5,-z- A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) 60. e�Z,G A5. Latitude/Longitude: Lat. qJ_,0o' )2L"d Long. • 7L' 31-1 '5'S;3 t/Horizontal Datum: ❑ NAD 1927 WNAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 5' A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent'grade 9. c). Total net•area of flood.openings•in=A8:b :sq in d) Engineered flood openings? ❑Yes No A9.•Fora building With an attached garage:" a) Square footage of attached garage7 sq ft , U L 2 6 2024 b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade /J, c) Total net area of flood openings in A9.b N•4 sq in Building®epuctm.ent d) Engineered flood openings? ❑Yes No Town of SOWhOld SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3. State B4.Map/Panel B5.Suffix B6. FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO,use Base Flood Depth) Revised Date B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 139: ❑FIS Profile [FIRM '[]*Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 XNAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? [] Yes ,Plo Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(12119) Replaces all previous editions. Form Page 1 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date:November 30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite, and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 5--77 5✓ City State ZIP Code Company NAIC Number SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑Building Under Construction* Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,Vl-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-h below according to the building diagram specifeed in Item AT In Puerto Rico only,enter meters. Benchmark Utilized: 6 p$ Vertical Datum: N4 V Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 X NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) ACC.® [g feet ❑ meters 0.0 b) Top of the next higher floor EY feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) Na 4. ❑ feet ❑meters d) Attached garage(top of slab) feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building a� ® feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 3 [T feet. ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 7,5` feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including c7 structural support [R feet ❑ meters SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available.1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? !mil Yes ❑No ❑Check here if attachments. Certifier's Name License Number �9AQ. I Gas-,as„ !er L.5 S' 1 7 OF NEtV"!.,, Title ® �� y ®� L Po ®a C e C`».L� mil SJ✓'J(,• C'� �� ��•"s Qz FT Corqpany Name •. � e gym A o Address 1 p�0 City State ZIP Code °® Signature i Date Telephone Ext. Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location,per C2(e),if applicable) " e J1 rrt`lam �5 /<�., �� � ►JiA ✓erAei'-'J " r Act(41 1//,f (�'ve'f L /n Je5-T y3'1) V14 �(sr...� ::� ,✓+4�.a �Z� � �l,� t:,��}i�iV/ �%1 i f" �:�n�a'�I J��',/ J^ �1",)` <P,) ✓h am! �!'<7 �f rat cn ��.u& to 2.,Z q . L-J, e e,- r I&" FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 2 of 6 660-0008 ELEVATION CERTIFICATE E pirationlDate November30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and'Box No. Policy Number: City State ZIP Code Company NAIC Number SE ION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without B E),complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A,B,and C. F Items E1-E4,use natural grade,if available.Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information fo he following and check the appropriate boxes to show whether the ele6tion is above or below the highest adjacent grade(HAG) nd the lowest adjacent grade(LAG). J a) Top of bottom floor(including ba ement, r crawlspace,or enclosure)is ❑feet ❑meters,"❑above or ❑below the HAG. b) Top of bottom floor(including base nt, 0f crawlspace, or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent cod openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in ` the diagrams)of the building is ❑feet ❑i meters ❑above or ❑below the HAG. E3. Attached garage to of slab is 9 9 (top )� ❑fee ❑meters E]above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is 'et ❑meters ❑above or ❑below the HAG. E5. Zone AO only: If no flood depth number is available,is he top of the bottom flQbr elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. ThWfocal official must certify this information in Section G. SECTION F-PROPERTY OWNER(O OWNER'S R#PRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who cc fetes Se6ions A,B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statemen in Sections A, B,and E are correct to the best of my knowledge. f Property Owner or Owner's Authorized Representative's Name Address % Ci State ZIP Code f i Signature / Date Telephone I Comments ❑Check here if attachments. FEMA Form 086-0-33(12119) Replaces all previous editions. Form Page 3 of 6 OMB No.1660-0008 ELEVATION CERTIFICATE Expiration Date:November 30,2022 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O.Route and Box No. Policy Number: City State ZIP Code Company NAIC Number SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by w or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Ell vation Certificate.Complete the applicable item(s)and sig elow.Check the measurement used in Items G8-G10.In Puerto Rico on ,enter meters. G1. ❑ The information in Section C was t ken from other documentation that has been sig ed and sealed by a licensed surveyor, engineer,or architect who is authorized by iaw to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section for a building located in Zone A( 'pout a FEMA-issued or community-issued BFE) or Zone AO. 1 G3. ❑ The following information(Items G4—G10)i provided for community fl(�ddplain management purposes. G4. Permit Number G5. Dat Permit Issued %! G6. Date Certificate of % Compliance/Occupancy Issued j f G7. This permit has been issued for: ❑ New Constructio [�ISubstantial improvement G8. Elevation of as-built lowest floor(including basement)of the building: []feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑'meters Datum G10. Community's design flood elevation: ❑feet ❑ meters Datum Local Official's Name Title Community Name f Telephone Signature Date Comments(including type of equipment and loc�tion,per C2(e),if applicable) f f ❑ Check here if attachments. FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for ItemA6. Expiration Date:November 30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: Sr 7 7 4/1 A o4 City State ZIP Code Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6.Identify all photographs with date taken;"Front View"and'Rear View";and,if required,'Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8.If submitting more photographs than will fit on this page, use the Continuation Page. P— w s ._.� W PI Clear Photo One view Lou 00 � M� t r i t J Photo Two Caption Clear Photo Two FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date:November 30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: S"-7-7 5' City State ZIP Code Company NAIC Number hi" �� �leW v"/-S 0 ii q5 2— If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. rr f�eLJ AA t1i Photo FOUr Photo Four Photo Four Caption GlearPhoto Four FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 6 of 6 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: March 31, 2021 TO: Meryl Kramer(North Fork Project LLC) PO Box 1600 Greenport,NY 11944 Please take notice that your application dated March 9, 2021: For permit to: construct additions and alterations town existing restaurant at: Location of property: 5775 Mill Road, Mattituck,NY County Tax Map No. 1000 - Section 106 Block 6 Lot 3 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 4,829 sq. ft. lot in the MII District is not permitted pursuant to Bulk Schedule which requires a front yard setback of 35 feet a rear yard setback of 25 feet, a minimum side yard setback of 25 feet and maximum lot coverage of 30%. The plan notes a front yard setback of 10 inches, a side yard setback of 0 feet a rear yard setback of 1.1 feet and lot coverage of 73.1%. Authorized Si re Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: March 31, 2021 AMENDED: April 2, 2021 TO: Meryl Kramer(North Fork Project LLC) PO Box 1600 Greenport,NY 11944 Please take notice that your application dated March 9, 2021: For permit to: construct additions and alterations to an existing restaurant at: Location of property: 5775 Mill Road, Mattituck,NY County Tax Map No. 1000 - Section 106 Block 6 Lot 3 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 4,829 sq. ft. lot in the MII District, is not permitted pursuant to Bulk Schedule which requires a front yard setback of 35 feet, a rear yard setback of 25 feet, a minimum side yard setback of 25 feet and maximum lot coverage of 30%. The plan notes a front yard setback of 10 inches, a side yard setback of 0 feet, a rear yard setback of 8 inches and lot coverage of 73.1%. This Notice of Disa proval has been amended to reflect the latest plan, last dated 411121. Authorized Sig a ure Note to Applicant: y change or deviation to the above referenced application may require further review the Southold Town Building Department. CC: file,Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: March 31,2021 AMENDED: April 2,2021 RENEWED: June 30,2021 AMENDED: June 30,2021 TO: Meryl Kramer(North Fork Project LLQ PO Box 1600 Greenport,NY 11944 Please take notice that your application dated March 9,2021: For permit to: construct additions and alterations to an existing restaurant at: Location of property: 5775 Mill Road,Mattituck,NY County Tax Map No. 1000- Section 106 Block 6 Lot 3 Is returned herewith and disapproved on the following grounds: The proposed construction,on this nonconforming 4,829 sq. ft. lot in the MII District, is not permitted pursuant to Bulk Schedule which requires a front yard setback of 35 feet, a rear yard setback of 25 feet, a minimum side yard setback of 25 feet and maximum lot coverage of 30%. The plan notes a front yard setback of 10 inches, a side yard setback of 0 feet,a rear yard setback of 8 inches and lot coverage of 69.1%. This Notice of Disa royal has been amended to reflect the latest plan, last dated 6/28/21. Authorized Sign re Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. 45 BOARD MEMBERS �of S® �® Southold Town Hall l Leslie Kanes Weisman, Chairperson 01® 53095 Main Road • P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes ap@ Town Annex/First Floor, Robert Lehnert, Jr. COUNv,� 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 RECEIVED http://southoldtownny.gov ,l•�'� -+ 't ZONING BOARD OF APPEALS V . M R 2 5 2024 TOWN OF SOUTHOLD L. MAR 2 6 2024 �. Tel. (631) 765-1809 Southold Town Clerk ,FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MARCH 21, 2024 ZBA FILE No.: #7859 NAME OF APPLICANT: North Fork Project LLC PROPERTY LOCATION: 5775 W Mill Road, Mattituck SCTM No. 1000-106-6-4.1 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated October 26, 2023 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated January 3, 2024. Based upon the information provided on the LWRP Consistency Assessment Forn submitted to this department, as well as the records available, it is recommended that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The subject property consists of a 10,010 sq. ft. "L"shaped elongated parcel located in the M1I Zoning District. The parcel is adjacent to and accessory to the Old Mill Inn parcel located to the north and east, with a town road "Mill Road" running through it. The parcel is currently improved with the as-built accessory storage garage, and a two-story tower structure that is legally existing as per Certificate of Occupancy 939387, as a non-habitable storage building. This structure has historically been accessory to the restaurant and used for storage. It also contains the sanitary system for the Old Mill. Additionally, if it weren't for the public road,these two properties would be one. This property is so unique that the water and sanitary system are located on the subject property and services the restaurant across the street. There would be no practical use for the tower except as an accessory to the main building (Old Mill Inn)on the adjacent property. Additionally, there is a 764 sq. ft. easement area,that provides the sole access to Strong's Marina on the neighboring property to the south. All as shown on the Survey prepared by Nathan Taft Corwin III, L.S., last revised June 2, 2021. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-121; and the Building Inspector's August 15, 2023, Amended October 4, 2023 Notice of Disapproval based on an application for a permit to construct interior alterations to an existing non-habitable accessory tower structure to be used as conditioned }� Page 2, March 21,2024 #7859 North Fork Project—Tower SCTM No. 1000-106-6-4.1 habitable space with storage; at 1)proposed use as conditioned, habitable space is not permitted; located at 5670 West Mill Road, (Adj. to Mattituck Creek) Mattituck,NY. SCTM No. 1000-106-6-4.1 RELIEF REQUESTED: The applicant requests a variance pursuant to Town Law§ 280-121 to use as conditioned, office space with storage, in this existing non-conforming building with a non-conforming use, which is not a permitted use in the MII Zoning District without a primary principal use on the subject parcel ADDITIONAL INFORMATION: During the January 4, 2024 public hearing,the applicant's agent described the proposed use of the building as using the first floor for cold walk-in food storage for the restaurant,and the second floor for an office,use, with the attic being storage for dry goods. The proposed office is to be used for restaurant staff only consisting of the owner, bookkeeper, and other restaurant employees that might normally use office space. This space is small and constrained in size. The Board acknowledged that a full bathroom is located in the Tower and applicant agreed to remove the existing shower as only a half bath is needed for an office. The Board questioned the need for the proposed office to be located in the tower instead of the principal restaurant building because the Board has not historically granted the non-permitted use of offices in accessory structures. However, because of the uniqueness of this very small parcel and its historic interdependent use with the restaurant parcel, the Board considered it. Also at the hearing,the Board asked and the applicant agreed to file Covenants and Restrictions with the Suffolk County Clerk,that legally recognize the interdependent use of Suffolk County Tax Map Nos. 1000-106-6-3 and 1000-106-6-4.1, which cannot be merged because they are separated by a town road. Further, these Covenants would prevent the properties from being sold separately, in perpetuity. On January 18, 2024,the Board unanimously voted to reopen the public hearing. This gave the Board the opportunity to further clarify the need for the office in the Tower as opposed to being located somewhere in the main restaurant building. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 4, 2024 and March 7, 2024 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following Endings: 1. Town Law V67-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The relief requested is for interior changes which will have no effect on the character of the neighborhood. The parcel is and always has been an extension of the Old Mill Inn parcel and the structures thereon have served as accessories to the principal restaurant use for decades.The Old Mill is an iconic institution which is unique in its history, location and use. The applicant received variance relief from this Board to renovate and restore the Old Mill Inn Restaurant(ZBA#7573 dated December 16,2021)which,together with this subject parcel, have been an integral part of the character of the surrounding neighborhood for over a century. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant or cannot be achieved by some method,feasible for the applicant to pursue, other than an area variance. A review of the Permitted Uses in the MII Zoning District and the applicable bulk schedule requirements confirms that it is impossible for the applicant to construct any of the permitted uses on this heavily constrained, substandard parcel. The bulk schedule requires 80,000 sq. ft. for each use, lot depth of 150 feet, and a 35-foot front yard setback for each use. There is simply no room for a Marina, and other mariculture operations. 3. Town Law V67-b(3)(b)(3). The variance granted herein are mathematically substantial, representing 100% relief from the code. However, this parcel (Lot 4.1) is for all intents and purposes accessory to the main Old Mill Page 3,March 21,2024 #7859 North Fork Project—Tower SCTM No. 1000-106-6-4.1 parcel (Lot 3) across the street and the restaurant in turn serves as the principal structure for Lot 4.1. Moreover, as the ZBA determined in 1967, the hardship created is unique to this constrained parcel and would not be shared by any other properties in the vicinity. Additionally, an office is a standard use that is incidental and accessory to a principal restaurant use. 4. Town Law $267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and the conditions of this board. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. The restaurant parcel and the subject parcel have always been used in theiC entirety in conjunction with each other. The evidence presented established that an accessory tower structure had been in existence on the subject parcel for decades providing storage space for the restaurant's operations. The historic use of the structure as accessory to the Old Mill Inn restaurant operations is evidenced in past tax records dating back to 1967. The existing tower building pre-dates zoning and has been on the subject property for years before the tax records initially recorded it. The Board finds that the applicant could reasonably conclude that these structures were legally existing accessory structures based on the prior approvals granted. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an office and storage use while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13,motion was offered by Member Lehnert, seconded by Member Weisman(Chairperson),and duly carried, to GRANT the variance as applied for and shown on the survey by Nathan Taft Corwin III Land Surveyor,dated June 2,2021, and the Architectural Plans prepared by John Lee Mahler, Architect, last revised September 25,2023. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall file a Declaration of Covenants and Restrictions, recorded with the Clerk of Suffolk County,stating that the two parcels, SCTM Nos. 1000-106-4-3 and 1000-106-6-4.1,will be used and sold as one parcel. These Covenants are subject�to Southold Town Attorney approval. 2. The office shall be used by the restaurant owner,manager, bookkeeper and designated restaurant employees only. 3. The existing shower shall be removed and only a half bath is permitted in the tower building. 4. There shall be no cooking or sleeping in the tower building. 5. . The tower attic shall be used for storage only as proposed This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Page 4,March 21,2024 #7859 North Fork Project—Tower SCTM No. 1000-106-6-4.1 IMPORTANT LIMITS ON THE APPROVALS) GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the reliefgranted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman(Chairperson), Dantes, Planamento,Acampora, and Lehnert. (5-0) L)S, Kanes Weisman, Chairperson Approved for filing J/-Z� /2024 December 2, 2021 Regular Meeting HEARING##7573—NORTH FORK PROJECT, LLC/OLD MILL INN#7573 CHAIRPERSON WEISMAN : The next application before the Board is for North Fork Project, LLC/Old Mill Inn #7573. This is a request for variances from Article XIII Section 280-56 and the Building Inspector's June 30, 2021 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing restaurant at 1) located less than the code minimum required front yard setback of 35 feet, 2) located less than the code minimum required rear yard setback of 25 feet, 3) located less than the code minimum required side yard setback of 25 feet and 4) more than the code permitted maximum lot coverage of 30% in the MII zone district located at 5775 Mill Rd. (adj. to Mattituck Creek) in Mattituck. Let's look at what you're proposing I'll just mention the setback variances that are for an existing restaurant in an Mll zone with a front yard setback at 10 inches where the code requires 35 feet, a rear yard setback at 8 inches where the code requires a minimum of 25 feet, single side yard setback at 0 (zero) and the code requires 25 and for lot coverage of 69.1% the code permitting a maximum of 30%. This is a very unusual property so there are lots of circumstances as to why the dramatically pre-existing non-conforming setbacks exist. We did look into the whole SEQR determination earlier today and declared it as a Type II for variance relief. So I'll turn this over to you now Martin. MARTIN FINNEGAN :Thank you, good afternoon Martin Finnegan 13250 Main Rd. Mattituck for the applicant North Forth Project LLC. 1 am joined here today by Anthony (inaudible) who is the owner of the Old Mill and Meryl Kramer who is our architect. As a Mattituck resident I'm really proud to present this application to you today for the relief to restore the Old Mill Restaurant which has been as we all know a treasured institution in our town for nearly two hundred years. As Leslie mentioned, the Old Mill lies on a rather non-conforming 4,829 sq. ft. parcel a portion of which lies under water. Sadly the building was not consistently or properly maintained for many years so there's no way to really put a band aid on this place in order to resume operations and restore it. It requires a substantial renovation that includes elevating the structure which partially as I said lies in the water to achieve FEMA compliance. In our materials that we submitted there was a recitation of the Old Mill history much of which you may be familiar with. I also included some historic photos with our submission. You're probably familiar with what the Old Mill looks like now which is the existing red building and as you can see in the photographs this one story portion here on the north end of the building is almost drooping and almost sagging into the creek. As you note in the history,'the Old Mill was converted from a grist mill that was originally built in 1821 to a public restaurant in the early 1900's. I have some photographs here which are also I just wanted to point these two out. These are the kind of what the place looked like in the early 1900's at the time it became the Inn and Restaurant and it has continued to be over the last century. So it's the applicant's hope to restore the Old Mill in a manner that is respectful of this time period. As you can see from 6 J December 2, 2021 Regular Meeting the (inaudible) elevations that we blew up here just for a little show, the facade here that we're seeking to achieve is really reminiscent of what we see in the early 1900's when the restaurant and inn (inaudible). We would submit that the proposed design really achieves the goal of restoring the Old Mill to its historic appearance. In order to achieve that obviously we're here with the request for relief to address the significant pre-existing non-conforming use that are there. The existing improvements on the property essentially envelope the majority of the parcel. Theme-proposed improvements will1lie—substantially�within-the-existing footpr-ints-but there's-clearly no way_to_satisf_y the_bultsch-edul'e-restrictions in the MII zoning district. So as mentioned that the--sagging-one-stor-y-portion-is-going-to-be-removed-to bre_r_e.pl.j e_d_with-open decking`and a covered porch will be installed historic pictures will be replicated here and then the main two story structure that is the historic or the original mill will be elevated about 4 feet and renovated to current standards. I just wanted to point out one aspect of the property which may or may not be apparent to you and that is that there is directly to the south here there is an easement area and that area used to be the very beginning of the bridge that went over the creek from West Mill Rd. to East Mill Rd.; when that bridge that is demised many decades ago that area essentially became a no man's land serving no public benefit. Over time prior owners of the Old Mill sort of began using it became more or less part of the operating area of the Old Mill. In 2018 the Town Board granted a perpetual easement to the Old Mill recognizing that there is really no public use of benefit to that small area for the Old Mill to use in perpetuity for anything related to its operations. You will note on the plans that there's a small portion of the proposed structure that does lie within that easement area on as well as access to (inaudible). In order to accomplish the project the applicant (inaudible) rear and side yard setback relief as well as lot coverage. I just want to briefly run through the 267 criteria. As to character we submit that the Old Mill essentially defines the character of this section of Mattituck. It has been beloved and enjoyed by the residents of Mattituck in that area and the residents of Southold town quite honestly for decades. We have submitted a numerous letters in support that attests to the fact that the granting of variance relief will not have any detrimental impact in fact will be a positive benefit to the neighborhood. Mr. Doug Cooper has joined us here today as well and wants to share his sentiments about that point. So nobody wants this building to fall into the creek and cease to exist. It's the effort here and we`have an ner who_has taken-ori-th-is enormous-responsibiIity-to-renovate-and-r-estor--e-this-(inaudible) structure.There's no way to do it without variance relief and the benefit sought I would suggest to you is not something that is personal to Anthony it is something that is a benefit to the r community and to our town and shared by all of us to preserve and restore this structure the Old Mill for generations to come.As to substantiality,yes if you do the math the relief sought is substantial and has a 0 (zero) setback and really (inaudible) however we're simply asking you to bless what is there, the existing footprint. The good news as to lot coverage the lot coverage as is proposed will be reduced from what is there about 73% down to 69% but I would submit to December 2,2021 Regular Meeting you that if you factor in the easement area which is available there not obviously part of the metes and bounds of the immediate parcel but part of the Old Mill operation that overall lot coverage for this operation is 24.6% which in fact conforming in the MII zone. Adverse impacts the LWRP recommendation was consistency recognizing that this is a structure that has pre- dated zoning and has significant cultural value to our town. The elevation of the structure for FEMA compliance and restoration of a cherished local establishment so that it could be preserved for generations to come can only be a win, win for the neighborhood and for the town as a whole. I should note that there is ample on street parking to accommodate the proposed seating capacity and the applicant also has available by way of agreement with the neighbor for overflow parking on the parcel within two hundred feet of the property should it ever be needed. Based on the town code calculations for the seating capacity 17 parking spots are required and there is ample room. We've had the surveyor mark that out and ample room on the street to accommodate that. I also note that this is a Type II Action as the Board has acknowledged and the project includes the upgrade of the existing sanitary system to an IA system and approval for that is pending actually expected rather imminently from the Suffolk County Department,of Health. So on that we would suggest that there are no perceivable adverse impacts to the environment or to the surrounding community. As to self-created hardship the Old Mill's been there since 1821 before the (inaudible) of zoning so I would submit to you that the difficulty presented here is not self-created however even if it could be considered to be as we know that factor should not be determinative. So that's essentially our presentation, I would like to ask Mr. Cooper to make his comments and then we would be available to address any questions that the Board might have. DOUG COOPER : Good afternoon ladies and gentlemen Doug Cooper, Mattituck farmer. We farm just around the corner from the Old Mill'. I love the old place and I'd love to see it open again. I think the historic nature of it is very important. I can trace some of my family background to 1850 involved in rebuilding it back then probably after a storm damage. I just give my very strong support to this project and I hope you approve everything.Thank you. MARTIN FINNEGAN : Do you have any questions? CHAIRPERSON WEISMAN : What other approvals are required for this project to go through? Do you need site plan approval from the Planning Board or Trustees approval? MARTIN FINNEGAN : Trustees of course and D.E.C. Those application are ready to go. We've wanted to after you guys before we (inaudible) CHAIRPERSON WEISMAN :Any HPC approval? I suspect no, it's not a landmark. MARTIN FINNEGAN : No. December 2, 2021 Regular Meeting CHAIRPERSON WEISMAN : I don't know why it's not considered a designated landmark but it's not even on the SPLIA list MARTIN FINNEGAN : That was my first question (inaudible) part of the town's registry so we had the Building Department we would not be given obviously if we had to get through HPC so MEMBER DANTES : It's got to be one of the older buildings in town. CHAIRPERSON WEISMAN : Oh my God it was a speak easy. Unless I missed it maybe (inaudible) can answer this, it's a very (inaudible) done renovation restoration, it's certainly is architectural in keeping a historic nature of the property. I didn't see any food prep or kitchen labeled anywhere on any floor plan which I know has to be there somewhere. Did I miss it? I mean I don't see it anywhere. ANTHONY MORETTI :Thanks for having us, I'm Anthony Moretti. You are correct I have actually taken out the old vent which was falling into the water and (inaudible) through the old kitchen floor. I'm going to return this to a much simpler style neighborhood kind of pub but we're keeping it the Old Mill serving small plates, oyster, very affordable cocktails and keeping it as seasonal restaurant rather than a what some places have become having main courses roasted salmon, scallops and lobster dinners. I have five restaurants in Manhattan and I know the struggle to kind of(inaudible) with three hundred and sixty five days open and with the space constraints having a full kitchen I felt that I could do much better with a small electric kitchen, an oyster station and a (inaudible) Sang Lee croute tier and humus and some things (inaudible) with a much more casual atmosphere. CHAIRPERSON WEISMAN :That certainly makes sense. MEMBER DANTES :Where would your location be? ANTHONY MORETTI : I haven't finished-the=i-tit-e`r--iUr plans-because we-wer-e—Wt even working_o_n� �he interior plans until we finish here;decided n-ot-to spend that much time or mon-ey"but-if we look;inside-the-main-structure-you-c-an-see-a-floor llan`but l-don t have-it printed out CHAIRPERSON WEISMAN : We have them. ANTHONY MORETTI : On the ground floor we kind of see this area, this would be an oyster shucking and electric kitchen station. I didn't want to have one the 750 gallon propane tank that was sitting in the easement before and a vent that was going out the back of the building and the side which was installed 1 think in the 1950's. I would prefer not to have a propane running kitchen Ansel system but keep it to things that I can cook in a two man station that's open up to the dining room itself. With losing this dining room here which is what the current December 2,2021 Regular Meeting dining room space is, adding about fifteen seats in here and a two man kitchen I think this will all be a confluence area showing it will be matching in style to the original (inaudible). The bar will be staying, renovated it will be staying exactly as is. MEMBER PLANAMENTO : I believe it was originally 170 seats or something like that. ANTHONY MORETTI : The Health Department I think had it as 75 but legally it's 150. When I purchased it in 2015 it was explained to me that it could be 150 person occupancy, I don't think it can hold that and we are going to be Suffolk County Health Department 50 people interior that's the biggest of the IA systems that (inaudible). I was a Mattituck resident and a somewhat involved with oyster restoration and (inaudible) project, l really don't want to 'see a lot of nitrogen leaching in the old sanitary system. I could increase our occupancy by leaving the existing sanitary but I know the shape it's in and would prefer to replace it and reduce interior occupancy. CHAIRPERSON WEISMAN : Thank you for the explanation. Martin one question, in your memorandum of law you mention about a lease agreement with a neighbor for some overflow parking. MARTIN FINNEGAN : It's available, the neighbor to the north Mr. Cook has a large four acre parcel that only has a house on it and it's (inaudible) a large area there and he has made an agreement we haven't signed it yet we have an agreement for up to 15 more cars on there should we need that type of off street parking so that is available. There's also the potential for that little triangle piece that's directly north which the current tenant there the town used to own that we actually sold it to the Millers and it's again sort of another no man's land on the other side that it could potentially also be a parking area as well. As of now there is available historically parking at the Old Mill was always lined up right in front of the Old Mill that's the way everybody remembers it right and so it would be actually proposes rather than have the vertical parking to actually having just parallel parking on either side so that there's a clear you know CHAIRPERSON WEISMAN : Cause that was one of the Planning Board's concerns was that if people are parked in the Old Mill right of way there could potentially be a problem for MARTIN FINNEGAN : Well that's why we went with parallel rather than vertical because they think it needs ample room for(inaudible) CHAIRPERSON WEISMAN : Is that legally okay to park there or is that, who owns that right of way it's the towns? It's a town right of way so then there should be No Parking Signs up (inaudible). So what I'm getting here is that there'll probably less impact the number of cars because the number of seats is proposed to be reduced, that you do have I presume you may December 2, 2021 Regular Meeting from time to time want to have a special event of some sort of another we might have overflow parking. MARTIN FINNEGAN : Which would come in handy. CHAIRPERSON WEISMAN Which is another part of the code I'm just trying to get the big picture. MEMBER PLANAMENTO (inaudible) reduction of seats does that include the outdoor (inaudible) 50 seats that's what would be approved under the sanitary system for total site or since you're (inaudible)? ANTHONY MORETTI : The interior seats would be 50 and we're in talks with Suffolk County for special events and outdoor seating to have an ancillary unit that wouldn't you know like when you go to a wedding something up two stairs and a nice I guess kind of a rolling port a potti right behind the shed that's on the property closest to the marina. If we have special events for the extra occupancy. There's only two bathrooms for the restaurant inside and the flow rate would be maximized at 50 people. CHAIRPERSON WEISMAN : So I guess what Nick is saying is you got 50 people on capacity indoors but you have this beautiful deck you're going to put on ANTHONY MORETTI : I would love to have another 30 or 40 people out there on summer nights if that's possible. CHAIRPERSON WEISMAN : I guess that would be sanitary flow that would be you're talking about? ANTHONY MORETTI : That wasn't governed by the Suffolk County from what I can tell with Brian Grover who is handling it as the engineer he's at P.W. Grosser, he said that we would do something I guess for special events and when there's outdoor seating on weekends and larger capacity if we needed a system that wouldn't actually go into the ground. MEMBER DANTES : (inaudible) Fire Marshall (inaudible) ANTHONY MORETTI : The building code I think we from our primary the first discussions with I think it was Mike Verity but not Mat the size of the building and the walkways (inaudible) and staircases in and out would give us a much larger occupancy than we do with the sanitary system from the Suffolk County. But we're going to limit the seating inside because I personally don't see how there's more than 50 people inside that especially including four or five employees that would be working. December 2, 2021 Regular Meeting CHAIRPERSON WEISMAN : Anything from you Nick? MEMBER DANTES : I have'a question, on the FEMA you used to I think it's still there,there used to be an opt out for historical buildings? MERYL KRAMER : Hi my name is Meryl Kramer, there is an opt out as far as 1 understand our client does not want to opt out because the entire dining room is submerged during high tides and storms. However if we find for some reason.if the ramp does not work or the stairs does not work once we get into the nitty gritty of the construction drawings although at this point it think we do we could we are technically not legally obliged to meet the exact elevation but right now we propose to do that because the owner would like to. CHAIRPERSON WEISMAN : Well for safety precaution I mean you don't want to invest large sums of money in restoration renovations and find yourself flooded. MERYL KRAMER : Exactly so you're correct there is relief but we're choosing not to pursue at this time unless for some reason why later down the line where we can't. CHAIRPERSON WEISMAN : Rob anything from you? MEMBER PLANAMENTO : Historically there was like an apartment on the second floor or some sort of a residence. I see in the plans it's just illustrated as like room one room two, do you want to speak a little bit about any living accommodations or proposed? ANTHONY MORETTI : I can speak about that. We haven't progressed too far into it, right now there is a couple of staircases that are in the heart of the building that we are taking off and we relocated the staircases into the building. As'you can see slightly in the zone was part of the town property (inaudible). So the staircase that goes upstairs now if approved then we will go in and start actually working on the floor plans of the building. It was traditionally staff housing and I would guess that's what it will probably continue to be. It's the place that people who work there hopefully then if not an apartment for myself to keep and enjoy living(inaudible). MEMBER PLANAMENTO : So how would the residential use work with the IA system for a commercial use? ANTHONY MORETTI :That I'm not sure, I know that the plans are on file and I know the amount of bathrooms and I think that was considered in the flow rate that there was an apartment upstairs. Do you guys have the plans thatwe have on file with CHAIRPERSON WEISMAN : No we don't,we just have the ones that Meryl's drawings. 6Z J • r December 2, 2021 Regular Meeting ANTHONY MORETTI : That was part of what limited us with to the number of 50 downstairs with our flow rates because we have an apartment upstairs limiting'the calculations. MEMBER PLANAMENTO : One other thing it may or may not relative to the application, it's my understanding that the lot across the street from the Old Mill is actually part of the property. ANTHONY MORETTI : I bought the properties yes the one with the little windmill tower MEMBER PLANAMENTO : Yeah there's a little tower that's also used like an apartment or something. ANTHONY MORETTI : Yes that was that's the that one has a lot of the mechanicals.As far as I'm using it'll be storage and basically because we don't have a basement and we need a place to have ice machines, refrigeration that's what I'm planning on using it for. MEMBER PLANAMENTO : So on the survey it shows that the septic tank is there, is that the septic system and the location for the restaurant? ANTHONY MORETTI : Yes and it always has been. The water that goes to the Old Mill and the well is also on that side and the water goes pump across the street to the Old Mill and the (inaudible) pumps back to the septic which you'll see run in a series of seven tanks heading up on (inaudible)those will all be replaced with a new IA system. CHAIRPERSON WEISMAN : Anyone else in the audience wishing to address the application? Liz is there anybody on Zoom? Okay I'm ready to close, do you need any additional thing submitted prior to closing? I think we just basically condition it based on the other approvals Trustees approval and the Health Department. Well that's our way of trying to work with all the government agencies and giving them their fair shot. MARTIN FINNEGAN : That's fine and thank you all for your time we appreciate your consideration. CHAIRPERSON WEISMAN : So I'm going to make a motion to close the hearing reserve decision to a later date. Is there a second? MEMBER DANTES : Second. CHAIRPERSON WEISMAN :All in favor. MEMBER ACAMPORA :Aye. MEMBER DANTES : Aye. 9 - • w December 2, 2021 Regular Meeting MEMBER LEHNERT :Aye. MEMBER PLANAMENTO : Aye. CHAIRPERSON WEISMAN :Aye.The motion carries.Thank you and good luck with your project. HEARING#7562—STEVEN CORDOVES and MICHAEL GULIZIO CHAIRPERSON WEISMAN :,The next application before the Board is for Steven Cordoves and Michael Gulizio#7562.This is a request for variances from Article III Section 280-15, Article XXIII Section,,'280-124 and the Building Inspector's May 17, 2021 Notice of Disapproval based on an application �a permit to demolish and reconstruct a single family dwelling with attached deck and to install anyaccessory in-ground swimming pool at 1) located less than the code minimum required combine&sside yard setback of 15 feet on two sides, 2) located less than the code minimum required ca bined side yard setback of 35 feet, 3) more than the code permitted maximum lot coverage 20%, 4) the proposed swimming pool located in other than the code required rear yard located 525 Island View Lane (adj.to Shelter Island Sound) in Greenport. EILEEN ROWAN : Good aftern on Eileen Rowan from Rowan Permit Expediting located in Coram New York. There's a one s ry single family dwelling and sun room. The dwelling was issued a Pre-existing Certificate of 0 cupancy in 2014 (inaudible). The applicant proposes to demolish the existing dwelling utilizing he existing footprint and raising the dwelling to be FEMA compliant and expand the footprint ong with the addition of decking and an in-ground pool. It is anon-conforming lot with a littleer 25,000 sq. ft. however the upland portion of the property is 14 and change sq. ft. which is app ximately half of the property.The rest being wetlands and therefore undevelopable. The dwelli and sun room footprint approximately 1,172 sq. ft., the proposed dwelling footprint approxinn ely 2,398 sq. ft. The existing side yard setbacks are 7.7 feet and 10.7 feet making a total side and setback existing of 18.4. The requested relief from the required side yard setbacks for the pYposed construction of 8.75 feet and 10 feet making a total side yard setback of 18.75 feet whit is slightly larger and slightly more conforming than the present total side yard setbacks. Additio ally (inaudible) which Was previously side yard setbacks. The total lot coverage allowed is 20% w ereas this application is seeking relief for 26% coverage. Please note that the coverage if the wet rids was included for lot coverage calculation would be approximately 14% coverage. This app cation is seeking a variance for the location of the in-ground pool. The proposed location of th ool is in a side yard but I believe not in the required side yard. According to the section of the c 4e 280-15 this is a waterfront lot the pool is allowed in a non-required front yard and non-required side yard. 64 SURVEY OF PROPERTY LOT COVERAGE OVER UPLAND LOT AREA SITUATE S.C. TAX No. 1000-106-06-03 UPLAND LOT AREA = 2,049 sq. ft. LOT AREA DATA MATTITUCK DESCRIPTION AREA % LOT COVERAGE BUILDING 1,525 sq. ft. 74.4% S.C. TAX No. 2,780 sq. ft. UNDERWATER LOT AREA TOWN OF S O U T H O L D 1000-106-06-03 0.064 ac. 2,049 sq. ft. UPLAND LOT AREA S U F F O L K COUNTY NEW YORK 0.047 ac. LOT COVERAGE 4,829 sq. ft. TOTAL LOT AREA S.C. TAX No. 1000-106-06-4.1 0.111 ac. S.C. TAX No. 1000— 10 6—0 6—0 3 BUILDING 279 sq. ft. 2.8% S.C. TAX No. 10,010 sq. ft. S.C. TAX N o. 10 0 0— 10 6—0 6—4. 1 1000-106-06-4.1 0.230 ac. .� GARAGE 345 sq. ft. 3.4% SCALE 19Y=209 DECK do WALK 45 sq. ft. 0.5% JULY 289 2008 TOTAL 669 sq. ft. 6.7% FEBRUARY 2, 2017 ADD COVERAGE MARCH 9, 2018 ADD EASEMENT No. 1 O MAY 8, 2018 ADD EASEMENT No. 2 MARCH 5, 2019 UPDATE SURVEY JULMAY, 2020 18, 2021 D D SPOT ELEVATION REVISE NOTES S 7p• colic c JUNE 2, 2021 REVISE LOT COVERAGE s� • S •Id NOTES: \ • d • 1. THE PROPERTIES NORTH AND SOUTH OF THE SUBJECT PROPERTY 10/F TxOLD S* 00 ' \ �< ° • , 0� $'0� ARE BULKHEADED. cAa �9. '� • '' 't 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM V'O� \ ea dTDN EXISTING ELEVATIONS ARE SHOWN THUS:x.x d E EXISTING CONTOUR LINES ARE SHOWN THUS: n O ECK 1,2 F.FL.- FIRST FLOOR 1y� Gq (7j "•• . • dv: e�` ! 7��'' T.B. - TOP BULKHEAD �• ° ... rob 5$ t11 B.B.- BOTTOM BULKHEAD f� \ *�e`F 4'• • e : :`s�ps' �+ °���pa EcK oE�K j '° CERTIFIED TO• 10 cp� ��� n • C-OVeRH� WIRES THE NORTH FORK PROJECT LLC O FIDELITY NATIONAL TITLE INSURANCE COMPANY d 41 �S c •v.i • d • , ,', • • ,'v 4 a God s M • I• • O 7, •''° ., d• 'I 1. �cp c S�'C' • .' .� • e ` :v ` ,50 WopO oaYl pEC •Ln ,A •d °' j 36. , O oo �9 •: r O. 6.0 \ T- C� 'g 66 p1 x EASEMENT No. 1 2 d• . .. ° •, PI. ' O o Gy � Yv Cp0 � � y SCALE 1 `20' d O .^. d 'v � y y J �e d•�, a. .e•. a' N r a E N O� �O v d 5.5 / / i O� 169 NV1 g2 00 "A Co O> O Q $ i. a. m �GN � O POINT OF N 66 oN _ ,.° • < BEGINNING o Vim, 77 O� •,E • d •. ', Z O G��.p t� N O ... ............ (n ' C •! °+ • • d �� ooy o O JO AREA.—..1,365..sq :ft.':::: '::::.. Z,• Vr �N� �' •' , •' :V4 •• ,t boo O� 0 68295 C 2 •• y cyy P 9 •�� Cs 0 v d • v. ° \yob W a.W 1, O .I• ,• pNC 6•.0 4 9 Fr +pIlk u+ e 0� ' �• $ fig' •W. 40oX. ., wooa Z N , Z�� , 5 13.9' C ,53 :, :::: ...: V6 ��O W 1�.�7 W 6.55 N ��1 •'d v ;•a {:{.a/...,: .gyp .� 3 o mo 1 a a• At - r.tP?�• .. ^ M �'.2 ! a ..�:.': NOS. �o..�•!!w". :., .�" � h � EASEMENT No 1 ".. o •N. • .. :::: Z � SEE DETAIL1 3'4 0 • -'. '• { PREPARED IN ACCORDANCE WITH THE MINIMUM .4 Gam+ ! _ STANDARDS FOR TITLE SURVEYS AS ESTABLISHED vZ o , : • / / %� BY THE L.IAL.S. APPROVED AND ADOPTED 9 ,. .>. 1H11�liE/ YORK STATE LAND o m � O-< a ;•• `• .',t�3 .' �� •E5 FOR SUCH EASEMENT No. 2 � ' ' _.. o .., TITLE AS QT � '% SCALE 1 "=20' 4 • „ . w•� �.. tE111ED ............ • ' • c t31 .LPN C•• . ' }` � � dry Dept copy from ZBA *,•�P� 0 : O POINT OF z I d •� ,• • • ' ', •••. ��. Flnat reviewed documwnts — r— z• � BEGINNING ''• 'a d . • .. a 3� �ti%y OCT 12 2023 zsa r7le/a SAm m — y Date:, — 1�6o N uo r• ° v. ; Z •• > V, 0 1' •u; .a ,2• ; �j�9� cn ZONING SHARD OFAPPEALS :. cP ' . 66 i (P W N.Y.S. Lic. No. 50467 ....... vt a� . 17A• 3.4S E Q =N V1 UNAUTHORIZED ALTERATION OR ADDITION ■ AREA = 764 sq. ft. o � ::: �^ TO THIS SURVEY IS A VIOLATION OF ti N� Nathan Taft Corwin III � '• :• 0 w �' �•' •• ':•;•;• • �,*+ o m SECTION 7209 OF THE NEW YORK STATE s w tp . : N D 7a w -{ M EDUCATION LAW. y N �y�':.:':::'::::: :{ , . : o .'0 y m �.fl. "::: ::::::::::::: ::::::::::. .....::::.:i:::':::,:' : : +'=��lL COPIES OF THIS SURVEY MAP NOT BEARING t9 •�' r: , r �rn �. GE 1W `o THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor . .. . s :rrt:i: :.... :::::::. 1.4'N. plpdL EMBOSSED SEAL SHALL NOT BE CONSIDERED � { rn :•::•: c ::: :: .::: : ::. :W •09 :...0.8 N;, :...• 17.0' TO BE A VALJD TRUE COPY. S 8.4 08'20~ LQ. ;:•': CERTIFICATIONS INDICATED HEREON SHALL RUN WELLTo iZ of Successor To: Stanley J. Isaksen, Jr. L.S. 17•57 EASEMENT N O. "�L E FENCE ATTACHED UTILITY zoo IS PREPARED, AND ON HIS BEHALF LY TO THE PERSON FOR HOM TTO THEY Joseph A. Ingegno L S. FENCE ST N NK FENCE O�� poLE ! oo TITLE COMPANY, GOVERNMENTAL AGENCY AND 4.OS. C►W C 8.7 $� LENDING INSTITUTION LISTED HEREON, AND Title Surveys — Subdivisions — Site Plans — Construction Layout (SEE DETAIL) 84e 0$'20�9 TO THE ASSIGNEES OF THE LENDING INSTI- S UNKNOWN c TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 OWNER THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 PROJECTDATA Architect of Record: ADDRE55: 5670 W MILL RD, MATTITUCK, NY 11552 SECTION BLOCK LOT: 1000 106.00-06.00-004.001 / \© ZONING: TOWN OF SOUTHOLD MARINE II(Mil) JM2 USE: TOWER-GROUND FLOOR FOOD STORAGE,MAIN FLOOR OFFICE WITH DRY STORAGE ABOVE AP SHED-STORAGE R C I T E C T U R E Pc OCCUPANCY CfA55: TOWER-STORAGE 5-2, BUSINESS B SHED-STORAGE 5-2 O CONSTRUCTION CLA55: 5B(UNPROTECTED WOOD FRAME) JM2 ARCHITECTURE, PC SITE AREA: 0.341 ACRE 25'TRAVEL DISTANCE< 100' 30'TRAVEL DISTANCE< 100, SCOPE OF WORK: EXISTING 5TRUCTURE5 TO REMAIN 2410 NORTH OCEAN AVENUE ISM ® ® ®® am M ® SUITE 300 1 o FARMINGVILLE, NY, 11738 OFFICE � � EGRE55 CALCULATIONS T 631.320.3305 F� 631.320.3307 TOILETROOM OCCUPANCY 5 v ATTIC STORAGE Applicant: 70 SQUARE FEET Q OCCUPANCY 5-2 A5 PER TABLE 1004.5 OF THE 2020 NEW YORK STATE BUILDING CODE,OCCUPANCY LOADS ARE A5 FOLLOWS: Anthony Martignett! o N 188 SQUARE FEET 8 East 92nd 5t,Apt 3 t; L ' TOWER STRUCTURE rr > z New York,NY 10128 493 SF/ 150 5F/OCC =3.29 OCCUPANTS =4 OCCUPANTS (917)535 3777 N SHED STRUCTURE Architect of Record: 3 I 0 SF/500 SF 1 OCC = 0.62 OCCUPANTS= I OCCUPANT JM2 Architecture,PC I � � 24 I 0 North Ocean Suite 300 i — —�— ® ® ® ® IN ACCORDANCE W/SECTION 1005.3.2 OF THE NYSBC, MINIMUM EGRE55 WIDTH REQUIRED SHALL BE AS FOLLOWS: 2410farming North ille,NY I 1 Ave.Ave i38 TOWER= 4 OCCUPANTS x 0.15 = 3'-0""MIN.WIDTH, (I)EXIT PROVIDED (G31)320-3305 7 SHED= I OCCUPANT x 0.15 =3'-0""MIN.WIDTH,(1)EXIT PROVIDED - Structural Engineer: 77= z 488 Montauk Ave E2 En ineers I � NONV 9 SPRINKLERED STRUCTURES — — — — — — IN ACCORDANCE W/SECTION I006.2.1 OF THE NY513C: New London,CT 06320 B OR 5 OCCUPANCY WITH ONE EXIT-MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE= 100' (8160)437 3259 MEP Engineer: Emtec Consulting Engineers DPC 3555 Veterans Memorial Hwy,Suite M 5 Ronkonkoma,NY 11779 Tower Attic Egress �.•,aa�i,,::kcr��',. (63 I)356-2176 3/811 = 1 1_011 T- 100 I-'a r'QI=tR:t P Surveyor: Kuq tag iss Greenhr_u Nathan Taft Corwin IN 1586 Main Road, g Jaimesport,NY 11947 Nau Jkes 0t p m (G 31)727-2090 P,^dttlt�C�; $6 Cc-,nir?erctai Eicce voaa PrroJect Name � b E hla tituck.Irle?e"arina Laa�craft Ga° 3n ,I Rd -,5775 ay k,l,i Rd, d 5775 W Mill Rd �r £fid RbG .Coopees L� � tJ+ Fou tt ctl.n Ada+tiUu.�k,NY 71952 a Nj-~ 5 Luc- ` ��� or SUBJECT �; Prcoject Address cb PROPERTY 5775 UV Mill Rd, c �S Mattituck, NY 11952 Tower Second Floor - Egress 4 3 811 _ 1 I-011 - 1000 � FAR Prcoject Type Lift Renovation KEY MAP N N.T.S. Rfevisions Dceslgn Development 03-14-2022 Revised per Owner 04-1 1-2022 Revised per Owner 04 21 2022 GENERAL DU I LD I N G NOTES Kitchen revised per Owner 06-16-2022 FOOD STORAGE 1.ALL WORK SHALL COMPLY WITH THE"2020 NEW YORK STATE CODE"All,ALL OTHER CODES OF ALL AUTHORITIES HAVING JURISDICTION. Updated w/Seating Layout 07-20-2022 OCCUPANCY 5-2 2. ALL SUB-CONTRACTORS SHALL CHECK,VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND REPORT ANY Revised Seating Layout 08-1 1-2022 135 SQUARE FEET DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK. Revised per 5CDH5 Food Control 09-12-2022 3.ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WDRK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF A.S.T.M. Plans Revised per Owner 09-26-2022 SPECIFICATIONS. 4.WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS AND DETAIL DRAWINGS OVER SMALL SCALE DRAWINGS. Lighting Plans Revsed per Owner 10-14-2022 UNEXCAVATED �P� 5.THERE SHALL BE NO PROCESSES TO BE CONDUCTED IN THE BUILDING THAT WILL PRODUCE AIR CONTAMINATES WHICH MAY BE INJURIOUS TO THE Lighting Plans Revised per Owner 10-21-2022 SPACE 4P HEALTH OF RESIDENTS. Construction Documents 1 1-02-2022 b G. ELECTRICAL RECEPTACLES,LIGHTS AND OTHER EQUIPMENT SHALL CONFORM TO CODES HAVING JURISDICTION. Revised and Resubmitted to Town 2 15 2023 7.TENANTS AND OWNERS SHALL BE FULLY AWARE OF AND CONFORM TO ALL REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH Issued a Owner for Review 3-15-2023 ADMINISTRATION. 8.NO LOCKS OR FASTENINGS TO PREVENT FREE ESCAPE FROM INSIDE Of ANY BUILDING. ReVI5ed and Resubmitted to Town 5-17-2023 9. CONTRACTOR MUST COMPLY WITH APPROVED WORKING DRAWINGS AND REQUIREMENT SHEETS. NO DEVIATIONS SHALL BE PERMITTED EXCEPT BY Revised and Reissued 6-26-2023 WALK 0 WRITTEN APPROVAL OF TOWN BUILDING DEPARTMENT. Revised and Reissued to Food Control 9-15-2023 10.ALL CtD MATERIALS EXPORTED FROM THE SUBJECT PARCEL SHALL BETRANSFERRED TO AN APPROVED NYSDEC FACILITY, LOADTWN5FER TICKETS TO 7 REFRIGERATOR BE RETAINED AND COPIES PROVIDED TO THE TOWN OF SOUTHOLD IF REQUIRED FOR THE RECORD. Revised and Reissued 9 25 2023 GENERAL NOTES Final reviewed documr,ts STDRA�E SHED � wed doF�$ I. TOWN OF SOUTHOLD DATUM NAVD 88 Date e:� �-21� J& 3 SF 2. ALL ROOF DRAINS SHALL BE PIPED TO DRAINAGE SYSTEM WITH MIN.6"DIA. PVC 5DR 35 PIPE, 3. CONTACT THE ENGINEERING INSPECTOR AT LEAST 48 HOURS PRIOR TO START OF ANY WORK.WORK PERFORMED WITHOUT INSPECTION SHALL BE CERTIFIED TO THE TOWN ENGINEER'S SATISFACTION AT APPLICAN75 EXPENSE." THESE DPAWING5 ARE AN INSTRUMENT OF SERVICE,AND AS STORAGE OCCUPANCY 5-2 4. COORDINATE AND COMPLETE ALL UTILITY RELOCATIONS, ALL UTILITIES5HALL BE INSTALLED BELOW GRADE. SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY 5. PLACEMENT OF FILL, INSTALLATION OF RETAINING WALLS, DUMPING Of MATERIAL,EXCAVATION,MINING,OR 51MILAR DISTURBANCE OF LAND REQUIRES AN UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A APPROVED 51TE PLAN. COMMENCEMENT OF ANY ACTION OF THE ABOVE WTHOUT APPROVAL 15 PROHIBITED AND SUBJECT TO LEGAL ACTION. VIOLATION OF SECTION 7209 SUB-DIV15ION 2 OF THE N.Y. G� G. ALL EXISTING OR PROPOSED SUBSURFACE ELECTRIC,TELEPHONE OR GABLE SERVICES SHALL BE INSTALLED IN APPROPRIATE CONDUIT SLEEVES WHEN STATE EDUCATION LAW. PERMANENT, IMPROVED SURFACES ARE FROP05ED OVER THE ROUTING PRTH. 7. ALL RECYCLED PORTLAND CEMENT CONCRETE AGGREGATE(RCA)ANDFILL MATERIALS ARE TO BE FROM AN APPROVED SOURCE. RECYCLED PORTLAND CEMENT CONCRETE AGGREGATE 15 TO BE CERTIFIED. DOCUMENTATION ISTO BE PROVIDED SHOWING THAT THE MATERIAL OBTAINED 15 FROM A NY5DEC Drawing Title REGISTERED OR PERMITTED CONSTRUCTION AND DEMOLITION(CkD)DEERS PROCESSING FACILITY AS SPECIFIED IN SECTION 360-16.I OF GNYCRR PART 360, "SOLID WASTE MANAGEMENT FACILITIES." 8. CONTRACTOR MUST COMPLY WITH APPROVED WORKING DRAWINGS AND REQUIREMENT SHEETS. NO DEVIATIONS SHALL BE PERMITTED EXCEPT BY WRITTEN Title, Fa�e APPROVAL OF TOWN BUILDING DEPARTMENT.9.THE SOUTHOLD 5UDDIV1510N AND LAND DEVELOPMENT REGULATION55HALL BE FOLLOWED. 10.THIS 51TE PLAN IS BASED ON A SURVEY PREPARED BY NATHAN TAFT CORWIN III LAND SURVEYOR DATED JUNE 2, 2021. EXISTING EXTERIOR STAIRS UP 5CTM# 1000-I06.00-06.00-003.000 BUILDING No: SCDH5 No,.: C-21-0373 JM2 No: 2022-OG42 ZBA No: 7573 DATE: 9/25/2023 RECEIVED SEAL#SIGNATURE: DESIGNED BY: TF OCT 12 2023 CHECKED BY: JM > ZONING BOARD OF APPEALS .G�aE ' C SCALE: As indicated e, 2z � �� �� DWG No: Tower First floor-7 E ress 3 5hed Egress 2 3/811 _ 1 1_011 T- 100 3/811 _ 1 1_011 T- 10 X �. 0_3945 �OQ` T= 1 F F NEB Architect of Record: oJM2� 36"x 36" Z x 36" 36" o EXISTING SHINGLE R C .I I T E C T U R E P S G E ROOF I JM2 ARCHITECTURE,PC DRY STORAGE 2410 NORTH OCEAN AVENUE LOFT SUITE FARMINGVILLE3NOY,, 11738 T 631.320.3305 F� 631.320.3307 EXISTING DOUBLE HUNG WINDOWS WITH Appllca nt: 36"x 48° 36 x 36 SIZES AS SPECIFIED ON FLOOR PLANS � Anthony Martignetti 8 East 92nd 5t,Apt 3 a New York,NY 10125 (917)535-3777 7-G" 4" 12'- I" _ Architect of Record: JM2 Architecture,PC EX15ING WOOD 2410 North Ocean Ave.Suite 300 SHAKE FINISH EXISTING WOOD Farmmgville,NY 11735 Tower Attic 3 N SHAKE FINISH (63I}320 3305 i� — 1_ ii ��o Structural En Ineer: /4 I 0 9 m � E2 Engineers 488 Montauk Ave A I00 � New London,CT 06320 (860)437-3259 - T-G" 4" MEP Engineer: ,� 4 12'-G" 1 fQ' Emtec Consulting Engmeers DPC `� 28"x 15" 36"x 45" 3555 Veterans Memorial Hwy,Suite M EXISTING WOOD FRAMED Ronkonkoma,NY 11779 PROJECTION (63 I)356-2 176 F 10— _ _ EXISTING EXHAUST FAN TO BE REMOVED, STONE PAVERS - '4. _ _ AND EXTERIOR WALL SHALL BE REPLACED Nathan T�Corwin III c� / - WITH ASSEMBLY TO MATCH I 1586 Main Road, OFFICE A-100 7 ; TOILETROOM � `�R w/ i amesport, Y 11947 PROPOSED 36"DOOR (63 I)727 2090 * m 5 A I00 0 Project Name EXISTING ATTIC STAIR � n° � I J � I \ 5775 W M�II Rd ALL WINDOWS SHALL WOOD DECK REMAIN EXISTING I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Protect Address - - - - - -- ---- 3G"x 5775 WMiII Rd, V 48" LIMIT OF OVERHANG ABOVE 6 EXISTING WOOD FRAMED EXTERIOR EX151TNG 36"H RAIL WALL A55EMBLY Mattituck, NY 11952 A-100 Protect Type TOWER EAST ELEVATION 5 TOWER NORTH ELEVATION 4 ► 14�i = i Loll - � oo I i4ii = I Loll - i oo, Lift � Renovation WOOD DECK KeV151ons Design Development 03-14-2022 Revised per Owner 04-1 1-2022 Revised per Owner 04-21-2022 Kitchen revised per Owner 06-16-2022 Updated w5eating Layout 07-20-2022 Tower Second Floor - Ex15bn� 2 nN Revised 5eatmg layout 08-1 1-2022 1 /4 /�il = I I-o11 _ 100 Revised per SCDHS Food Control 09-12-2022 Plans Revised per Owner 09-28-2022 Lighting Plans Revised per Owner 10-14-2022 Lighting Plans Revised per Owner 10-21-2022 Construction Documents 1 1-02-2022 KOLD DRAFT ICE MACHINE GT560 � Revised and Resubmitted to Town 2-15-2023 RHEEM PERFORMANCE STANDARD 40 PEARL ICE MAKER Issued to Owner for Review 3-15-2023 GALLON ELECTRIC HOT WATER 30.1 x25.7 x30.7 10'- 10" 30"x3 I"x28" HEATER MODEL#XE40M065T45U I - evised and Resubmitted to Town 5-17-2023 Revised and Reissued 6-26-2023 REMOVE EXISTING PUMP AND REPLACE OPENING WITH WOOD FRAMED FLOOR Revised and Reissued to Food Control 9-15-2023 A55EMBLY TO MATCH EXISTING Revised and Reissued 9-25-2023 Vdg-Deptxapy from Z15A Final reviowe RELOCATED ELECTRIC PANEL 6'_p ocumonts _ _BA19le�r w Date:10 — — — _ EXISTING CMU BLOCK �`r' THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS _ RETAINING WALL BEYOND WALK-IN , EXISTING EXTERIOR D001, SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY REFRIGERATOR EXISTING DOOR SHALL BE REPLACED ,' UNDER OVERHANG o UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A G'x7' WITH PROPOSED 36"WIDE DOOR VIOLATION OF SECTION 7209 SUB DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. 41 MUSTEE MODEL 63M MOP SINK WI 63.600A �� FAUCET AND MOP HOOKS 12"W HAND SINK W ! Drawing Title 51DE SPLASH GUARDS EXISTING EXHAUST FAN TO BE REMOVED, AND EXTERIOR WALL SHALL BE REPLACED Tower Flan5 it WITH ASSEMBLY TO MATCH NOTE: EXISTING EXHAUST FANS TO BE REMOVED,AND EXTERIOR WALL SHALL BE REPLACED WITH A55EMBLY TO MATCH i SCTM# 1000-106.00-06.00-003.000 BUILDING No: SCDHS No.: C-2 I-0373 JM2 No: 2022-0642 i 7573 � I t- - - - - - - - - - -- -t = = = �'- - - - - - - - - - - - � , ZBANor, DATE: 912512023 EXISTING EXTERIOR STAIRS UP L _ _ _ SEAL#SIGNATURE: DESIGNED BY: TF r - - - - - - — L - - - -I I I I L - - - - - - - - - - - - - - - - - - - - - CHECKED BY: JM SCALE: 1/4"= I'-0` � l DWG No: Tower FIr5t Floor - Exi5tln I N TOWER WEST ELEVATION 7 TOWER SOUTH ELEVATION 6 O�,fi 2 2023 � /�II _ 11_011 — 1 00 I/�11 = 11_011 — 100 I��II = 11_011 — 100 �NZ�I ` o pgr)OfA'PPEALS � r� sI J-;p 0 �'9 OF N y0Q� A= 1 U4 E`N BOARD MEMBERS so yo Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road• P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �p� Town Annex/First Floor, torth[erJrE l 54375 Main Road(at Youngs Avenue) a la at n �CDUM`I,� Southold,NY 11971 RECEIVED MAR y 1 3 2024 ' http://southoldtownny.gov �y I: U4 a-M ZONING BOARD OF APPEALS MAR 1 2 2024 TOWN OF SOUTHOLD �6S V1}i6,;.1 F ;E,La 4ii lit Ut ` Tel. (631) 765-1809 Southold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 16,2021 ZBA FILE: 7573 AMENDED JANUARY 4,2024 AND AMENDED MARCH 7, 2024 NAME OF APPLICANT: North Fork Project, LLC /Old Mill Inn PROPERTY LOCATION: 5775 Mill Road (Adj. to Mattituck Creek), Mattituck,NY 11952 SCTM: 1000-106-6-3 SEQRA DETERMINATION:The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated August 25, 2021 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP)Policy Standards.The LWRP Coordinator issued a recommendation dated November 18,2021. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is CONSISTENT with LWRP Policy 2: Preserve historic resources of the Town of Southold and therefore is CONSISTENT with the LWRP. The recommendation is based upon the fact that the building was constructed pre-zoning and is a cultural asset to the community. TOWN OF SOUTHOLD PLANNING BOARD: The Southold Town Planning Board upon request reviewed the application and replied to the ZBA on October 21, 2021 and offered support of the variance request for this application. "This historic building is a community cultural asset that was constructed prior to the adoption of zoning regulations in the Town. With consideration to this important fact; the Planning Board recognizes that in order to `renovate and retain' these historic, non-conforming, pre-existing structures, substantive relief that supports the goals and objectives of the Cultural Resource Chapter of the Southold Town Comprehensive Plan is necessary. The Planning Board supports the setback and lot coverage variances for the building with the following two concerns: 1. The protection of the water quality in Mattituck Creek is important. Confirm the function and type of the sanitary waste system and that stormwater controls are in place and proposed. Page 2, December 16,2021,Amended January 4,2024,Amended March 7,2024 #7573,North Fork Project,LLC SCTM No. 1000-106-6-3 2. Address parking of employees and customers within the Mill Road right of way, accessibility, function and adequate fire protection of the area if vehicles are parked in the roadway." PROPERTY FACTS/DESCRIPTION: The subject, non-conforming, 4,829 square feet, .11, irregular-shaped waterfront parcel located in the M-II zoning district measures 15.81 feet and 98.35 feet along Mill Road, then runs east 53 feet along Town of Southold lands known as "Easement No. 1" over a concrete retaining wall at the apparent high-water mark and into the Mattituck Creek,then the lot line follows the structure and runs over Mattituck Creek 32 feet north (the structure is cantilevered over the water), 15.01 feet and continues north 80 feet connecting the building to exterior decking over water and then returns 46.58 over decking, the creek and wooden bulk-heading to an upland earthen area at Mill Road. The subject parcel is developed with a historic one and one-half story wood-frame building(formerly an 18th Century tidal mill), wooden bulkhead,wood deck with railing and a floating wood dock as shown on the survey prepared by Nathan Taft Corwin III, Land Surveyor and last updated for lot coverage on June 2,2021. The subject property also controls two easement areas (Easement No. 1 and Easement No. 2) owned by the Town of Southold and a separate lot where the waste-water sanitary system is located. Easement No. 1 is an irregular shape and measures 53 feet along the southern lot line of the subject property to and over the Mattituck Creek, then runs 26.96 feet along the creek and over rocks at the apparent high-water mark, then 9.5 feet and 23.75 feet over rocks at the Mattituck Inlet, then continues 6.85 feet and 21.43 feet at Mill Road and returns along a radius 17 feet and 28.32 feet, along Mill Road. This area is used by the applicant for storage, access to the existing structure and also contains a propane tank used by the applicant. Easement No. 2 is located on the opposite side of Mill Road, facing Easement No. 1 and is also irregular-shaped and measures 4.69 feet and 24.2 feet along Mill Road, then runs southwest 26.4 feet along a separate lot owned by the applicant, then continues 26.66 feet along a commercially developed lot to the south and continues 17.57 feet along the same lot and returns 20.32 feet back to Mill Road. This area is used for storage by the applicant. The separate lot owned by the applicant, across the street from the subject parcel, is known as SCTM: 1000-106-6-4.1 (this parcel is where the sanitary system servicing the subject property is located). It measures 162.15 feet, then continues 134.32 feet along Mill Road, then crosses the terminus of Mill Road and runs east 53.97 feet to the Mattituck Creek and follows a wood bulk-head 35:26 feet along the creek, then runs 68.27 feet along a commercially developed lot and continues 295.99 feet back to Mill Road. The parcel contains the Easement No. 2 area, a frame garage and a one and two story wood-frame building and the waste-water treatment facility for the subject�property. Easement area No. 1 and No. 2, along with the separate lot, owned by the applicant, known as SCTM: 1060- 106-6-4.1 are all integrally intertwined and developed and used as a single parcel developed prior to zoning and as part of a mill complex and later access point to a no longer existent bridge. BASIS OF APPLICATION: Request for Variances from Article XIII, Section 280-56 and the Building Inspector's June 30,2021 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing restaurant; at 1) located less than the code minimum required front yard setback of 35 feet; 2) located less than the code minimum required rear yard setback of 25 feet; 3) located less than the code minimum required side yard setback of 25 feet;4)more than the code permitted maximum lot coverage of 30%; located at: 5775 Mill Road, (Adj. to Mattituck Creek) Mattituck,NY. SCTM No. 1000-106-6-3. RELIEF REQUESTED: The applicant requests several variances to alter,renovate and restore a non-compliant, pre-existing restaurant building in the MII Zone, and make it FEMA compliant, requiring a front yard setback of 35 feet, where the applicant proposes 10 inches; a required rear yard setback of 25 feet, where the applicant proposes 8 inches; a required minimum side yard setback of 25 feet, where the applicant proposes 0 feet; and maximum lot coverage of 30%, where the applicant proposes 69.1%. As part of the application, the applicant Page 3,December 16,2021,Amended January 4,2024,Amended March 7,2024 #7573,North Fork Project,.LLC SCTM No. 1000-106-6-3 proposes to reduce structural lot coverage by 2.7% and restore and renovate the restaurant to include, when complete: 1,455 square feet of one-floor, interior restaurant space with second floor living/storage; 388 square feet open porch and 922 additional square feet of exterior, open air decking. ADDITIONAL INFORMATION: The subject parcel was developed in the early 19`h Century by the Cox family as a tidal, grist mill and was converted to a restaurant/inn in the early 201h Century, popularized during Prohibition and known for its `trap door' from the structure cantilevered over the Mattituck Creek allowing access for deliveries by boat,rumored to have been used by `rum-runners'. The existing Old Mill structure lies on a non-conforming 4,829 square feet parcel which is partially underwater land with a large portion of the structure cantilevered over the creek, A small area of existing improvements lies within the adjacent 1,365 square feet easement area (No. 1). In order to preserve the deteriorating structure, the applicant proposes to elevate the existing two-story restaurant structure 4.5 feet (to achieve FEMA compliance) and replace and reinforce the existing steel and timber substructure. 388 square feet of the existing one-story structure (main dining hall of the restaurant) will be removed and replaced with a one-story open-air porch along with the removal of the remainder of the one-story structure, which will be replaced with open air decking. Exterior upgrades including siding, windows, doors and roof will be completed as part of the scope of work. Overall, the applicant proposes to maintain existing conditions while reducing lot coverage from 73.7%to 69.1%. The subject property is not listed on the Society for the Preservation of Long Island Antiquities nor is it listed on the Town of Southold Historic Preservation Commission. Mill Road, at an earlier time, crossed the Mattituck Creek at the subject parcel via a swing-bridge that was removed after storm damage in the late 1950's. Easement area No. 1 is formerly the bridge landing for the westside access point. Currently, Mill Road termites in front of the subject parcel and allows access to two property owners south of the site. Additionally, Mill Road has served as a parking area for the subject property. The applicant provided copy of the deed to the property and Easement Agreement between the Town of Southold and the applicant,which states:"Whereas,Grantor has determined that the Easement Area is no longer used or maintained by the Town of Southold or its residents and serves no public need or benefit...". Multiple images of the structure were supplied illustrating the building's evolution, over 120 years, from a grist mill to a popular,waterside restaurant. Many letters of support were received prior to the public hearing for this application. A farmer and area neighbor spoke about the importance of maintaining this structure for the community's benefit;they also shared personal testimony about their ancestors who worked on the building and maintenance of the structure during the 19`h Century. The subject parcel is the recipient of ZBA decision #959 issued October 6, 1966 allowing placement of directional signage (now non-existent) at various points leading to the restaurant. During the public hearing the applicant stated that they are currently seeking approval for an upgraded Innovative/Alternative sanitary system with an application pending with Suffolk County Board of Health. The proposed upgraded system will be located across the street from the subject parcel, located on lands owned by the applicant and known as SCTM: 1000-106-6-4.1. This lot is developed with the current sanitary system serving the existing restaurant and it is also improved with a one and two story wood frame `tower' structure, previously used for storage. As part of the public hearing the applicant stated that they are reducing interior restaurant occupancy from an existing 150+ seats to an overall, interior, occupancy of 50, including the bar area. The applicant proposes an Page 4, December 16,2021,Amended January 4,2024,Amended March 7,2024 #7573,North Fork Project,LLC SCTM No. 1000-106-6-3 additional 35 exterior seats contained on the porch and decking and will retain a portable`port-a-potty' bathroom for deck patrons to reduce the need for on-site wastewater management. No kitchen cooking facilities are proposed for the restaurant and the exhaust system (currently visible from the water) is proposed to be removed as part of the application,along with the removal of the stone fireplace in the bar area. A modest size,all electric kitchen was discussed to fulfill food preparation needs for restaurant patrons, although this was not included in the plans provided. The applicant indicates they would like to maintain employee housing on the second floor of the structure or use this space as personal housing or storage. No plans were included in the application to illustrate residential use on either the subject site or the `tower' property across Mill Road, also owned by the applicant, where the proposed I/A sanitary system servicing the restaurant is to be located. JANUARY 4,2024: In a letter dated December 19, 2023, the applicant's representative requested an amendment to the decision to allow the installation of infrared heaters in the ceiling of an open- air porch, and reasoned that the use of the subject infrared heaters does not convert the open-air porch to heated conditioned space. All is depicted on Architectural Plans prepared by John Lee Mahler, Architect, last revised June 26,2023. Based upon this information, at the January 4, 2024 Regular Meeting,the Board members voted unanimously to amend Condition#4. MARCH 7,2024: The applicant's representative requested an amendment to the decision solely to accept the Architectural Plans submitted to this Board on March 6, 2024. The plans depict revisions of the second floor to include three bedrooms, one full bath, three half baths and a recreation room, all prepared by John Lee Mahler, R.A. dated March 6,2024. The applicant requests. that the amended plans be accepted and stamped for the record, and further indicates that the subject plans are entirely consistent with the relief granted in this Board's Determination. Based upon this information, at the March 7, 2024 regular meeting, the Board members voted unanimously to accept the plans. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 2, 2021at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The Old Mill stands alone at the end of West Mill Road somewhat remote from any of the nearby residential structures. The Strong's Marina operation lies to the south. The Old Mill is in fact an integral part of the character of the surrounding community that is beloved by the residents of Mattituck and the entire town. The relief sought is essential to allow this structure to continue to strengthen the character of the neighbor for decades to come. All of the proposed improvements will replace or restore existing structures that are similarly non-conforming. Numerous letters in support from neighboring landowners on both sides of the Mattituck Creek and other members of the community confirm that the proposed renovation will be an enhancement to the nearby properties. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The benefit sought by the applicant cannot be achieved by any feasible method other than variance relief. This parcel is perhaps the most constrained parcel in the Town of Southold. The benefits sought are not personal to the applicant;they are shared by the community Page 5, December 16,2021,Amended January 4,2024,Amended March 7,2024 #7513,North Fork Project,LLC SCTM No. 1000-106-6-3 by way of the preservation and restoration of a beloved, historic structure and restaurant. Due to the extent of the pre-existing non-conformities, there is clearly no conceivable way to restore the Old Mill Inn without the request relief. 3. Town Law &267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 71.5% relief from the code relative to reduced minimum front yard setback, 68% relief from the code relative to reduced minimum rear yard setback, 100% relief from the code relative to reduced minimum side yard setback,and 39.1%increase over maximum lot coverage of 30%as allowed in the M11 zone per code. However, while the setback relief may be mathematically substantial, it is not practically substantial since it will only allow what has been on the site for 200 years to remain. Absent relief,the structure will continue to deteriorate and will eventually and inevitably be lost. As for excessive lot coverage, the proposed improvements will actually result in a decrease from the existing 73.7%lot coverage to 69.1%. Moreover, if the square footage of the easement area(s) and the owner's additional lot where the subject parcel's sanitary system is located are considered, the net lot coverage would be substantially less. 4. Town Law U67-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and an IA sanitary system is proposed to further protect water quality. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a FEMA compliant, restored and renovated historic tidal mill previously converted to a restaurant to include, when complete: 1,455 square feet of one-floor, interior restaurant space with second floor living/storage; 388 square feet open porch and 922 additional square feet of exterior,open air decking while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Planamento, seconded by Member Acampora, and duly carried,to GRANT the variances as applied for, and shown on Site Plan a A hit t l Plans prepared Kfamer, A.-ehiteet, and last revised july 30, 2021. Amended Plans prepared by john Lee Mahler-, Arehiteet last revised june 26 2023. Amended Architectural Plans(17 Sheets) prepared by John Lee Mahler,Architect, dated March 6, 2024. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant is to apply for and receive New York State Department of Environmental Conservation (NYSDEC) approval for the proposed alterations -prior to commencing work. Evidence of this approval is to be provided to the Zoning Board of Approval to their satisfaction prior to the issuance of a building permit. 2. The applicant shall receive Suffolk County Department of Health Services approval for the installation of a waste-water treatment system suitable for the proposed restaurant use and use of the second floor bedrooms and recreation area. Page 6, December 16,2021,Amended January 4,2024,Amended March 7,2024 #75,73,North Fork Project, LLC SCTM No. 1000-106-6-3 3. The applicant shall receive Town of Southold Trustees approval for the proposed alterations. The ex4efier-per-eh is to remain open and unheated/uneonditioned spaee Aritheut the befiefi ews or-an eaelesufe of any kind other than the pr-epesed roof-. 4. The exterior porch must remain open to the air on three sides and enclosed only with the porch roof, shall be used seasonally, as weather permits, may only be heated and cooled with infrared heating elements and fans installed in the porch roof, and may not be enclosed with walls of any kind, either fixed or temporary, including but not limited to plastic or mesh "roll-up curtains" or panels that provide protection from wind, rain, and/or insects. 5. All decking shall remain open to the sky. 6. No exterior amplified music of any kind is permitted. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays andlor a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman(Chairperson), Dantes, Planamento,Acampora, and Lehnert. (5-0) eslie KaneLsWeismaiT, Chairperson Approved for filing 5/ b /2024 AMENDED JANUARY 4,2024, AMENDED MARCH 7,2024 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson �®f S®��� 53095 Main Road•P.O. Box 1179 Patricia Acampora ®� ®�® Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert,Jr. Town Annex/First Floor Nicholas Planamento ® �� 54375 Main Road(at Youngs Avenue) C®UNTi Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS AUG - 4 2023 `T TOWN OF SOUTHOLD August 1, 2023 Tel. (631) 765-1809 3. BLTH DMTG DEPT. TO0t, 1,C 01'n A.r 1 .. Tyler Fox,AIA, R.A. JM2 Architecture, P.C. 2410 North Ocean Avenue, Suite 300 Farmingville,NY 11738 Re: De Minimus Request, File#7573 The Old Mill—North Fork Project 5775 West Mill Road, Mattituck SCTM No. 1000-106-6-3 Dear Mr. Fox; We are in receipt of your correspondence dated July 24, 2023 requesting a'de minimus approval related to ZBA determination#7573, dated December 16, 2021, in which area variances were granted permitting additions and alteration of an existing restaurant. 1 In your letter, you explained that since the original submission, there have been some minor modifications to the plan, depicted in copy of the architectural plans which you submitted, last revised June 26, 2023, and as follows: 1. Architect has changed to JM2 Architecture, P.C; 2. First floor bathrooms have been revised, including'fixture location and HVAC/exhaust. The ADA compliance remains. You further indicate that nothing on the exterior changed; the footprint, decks, and staircase remain as presented. I have reviewed your request and have determined that the changes as depicted are de minimus in nature. Please contact our office if you have any further questions or concerns. y, �- Leslie Kanes Weisman, Chairperson cc: Building Department J M, 2 ,404RICU I T E C T U R E P C 2410 North Ocean Avenue,Suite 300 Farmingville, New York 11738 T. (631) 320-3305 F. (631) 320-3307 July 24,2023 Town of Southold Zoning Board of Appeals ti.�` r f`•./� Town Hall Annex Building 54375 Route 25 JUL. o 2023 P.O. Box 1179 Southold, NY 11971 Zoning Board of Appeals Re: 5775 W Mill Rd, Mattituck, NY 11952 SCTM#1000-106-6-3 ZBA Filed #7573 Dear Zoning Board of Appeals, I hope this letter finds you well. We are writing to respectfully request a DeMinimus update to the current architect's drawings that were submitted for review and consideration by the Zoning Board of Appeals. We understand that the Board has previously reviewed the architectural plans based on stamped drawings by Meryl Kramer, who is no longer the lead Architect of the project, and made a decision based on the information presented at that time.We wish to clarify that our request for a DeMinimus is solely intended to provide the Zoning Board of Appeals with the most up-to-date information regarding the proposed project. Our intention is not to alter or challenge the Board's initial decision in any way and does not require a readmission or hearing. The reason for this request is that since the original submission,there have been some minor modifications to the plans, all of which strictly adhere to the zoning regulations and requirements.These changes include the following: 1. Architect has changed to JM2 Architecture, PC; 2. First floor bathrooms have been revised, including fixture location and HVAC/exhaust.The ADA compliance remains; Nothing on the exterior changed—the footprint, decks and staircase remain as presented.We kindly ask that you consider the updated drawings as part of the record for the project, recognizing that no change in your previous decision is necessary or requested. We appreciate the Zoning Board of Appeals' diligent efforts in reviewing our proposal and thank you for your time and consideration.'If you have any questions or require additional information, please feel free to contact my office at(631) 320-3305. Very truly yours, ��EFtED ARC � I 0443BB qTE OF NE�`��O Tyler Fox, AIA, R.A. License#044388 7JU2023 T-3 I Zoning Board of appeals 7o"nSM"DH RO''Ts4^DH 3d'T54°pH I 1 V ! S1D¢At:�r FoR MM,PfiE.1 G �� 'b EYC6ria�4o9+RF - a t`� 91�1sn c,RR M "s AR CAI-ter jell"— CATA i 2'}°f'16'Oat ! o rt! - - %n'osr�rrR) J � ' '' I ! I �— ,otIT w , , �7 wv aH au R 4' 6t+oAK an 9D Etce4f-0-"ie/�cF. � 26t0° io EXa6ai:,/k9�T :i' s ^':'`-' _••- - � : WA - - - - -�Y!�, E 09 NEW -• • b AO � 4y �} � s�CoNL� FLOcQF� PLA1� 7-ric PLAN ,�,� I�'fl fi3lT L.E = I W MMOVATIC)r4S of cAtaswuwy r..wwaerr • sHess' THOMAS G 0*hW,Pji. 5-211-57 i TIEF- OLD MILL )SW 72A-TbBB. ! MA'TTITVCK ,NY. 111I12 v9 w.t.A,%Y- 34atE� TDW.1 oR Saun4oto MlLil .1N - 'JI^`ltio" J48-2Z® ¢P.6 i S�L�r^R fl,^.!'f1 f117 t7;A:^r IR •_o. ! Ifeepper fu6ing-Ii V%4 - r/'s2•J°for wafer dIJMd1eNRg _ >�Io6K�sN 'o4►K>„ar.. 1a _ •. a HaGK MeiJa ; yuemt Plpnpakefl�o' -:.rLi mmeCE72TIb7Ci1T10111 •°"tl1iO`� . ONLFA.nr,ONTr_N-BEFORE 1t� WALA NOTIE AU. DI.41w44 ROC A WAN DCvdD GACE3r DH,i 1=mm, lbay- /4ftL MDNIDvsv,1,Y LATCME{a IIXm PIACC 0 �y •40x44"Si. FzbrA T1G wzim. F W60MTA W J_ to F ' 4TI ° 3 91•2"+ N I Ord•' 19•Y2D In Oww � N � A bolt WITH DI/WELL s�47" Wfco0 Walee (2)o"Je R% �KE r , 3 P eI•W x M ll ~ 'wx qaH me wY ir' 3 '3 I zl•x ee' Rxs."a• 4(snNot<A6ov� REAM•lif". IsNMH •Iaral�, YSS[m r • 4's6^NOR. w/� a A i av+M.a eaN rt. . _ JP � a F.Ke�ditr•,� 5'�4' .o• I drsoats • -- R' 'ssurl•r.lq uraam Asa (rlv. aisk.ARB4) a / � N d F �S I v " =Vy s Ir i�. A Q 3 � 3£ '1Ea6u14 of 2 r c T. � W^16-eF CZ7I:WFj GNP^'7 Pox(I uII 4) d A"YA HDR WL WD wl*.Vms 'C+MP.Oo.�u,44AR�dI) I I 6 -- 8•W�lo."N CWS t7aeR dY9 (�8E•QG. j C p j 1 . Ev024 /1CItJiE9 IMe Po Z o + a EntTR.Y 2Or��wi , WAMIA,AMA o OemN - 1 O j emu// pie oc HE 3�•g�'w><�zn � e a�o�ys o- g P'A'w lc 2'H S�r3"cN $r8'°R 2 Y3 off o * tea• 4,, �, i uI FIRST T=LC) P\ PLA �xl�rrll.l � N ( Ge) RENOVATION5 of *' see O.t:Q MIL. Jf4lw MAr+lr►y^#a r N.'f•. l.}'R52 •:. �tt.C� 'fowMl OF SLNIHOI.D I+►IOFIilF WMN iuw + i Qr3•Z2it� op It.. Q�gOffU� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-.54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh southoldtownny.gov — seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: November 27,2023 Company Name: Wildwood Electric Inc. Electrician's Name: Ralph Passantino Wildwood Electric Inc. License No.: 4836-ME Elec. email:ralphjr@wildWoodelectric.com Elec. Phone No: 631-236-2211 ED request an email copy of Certificate of Compliance Elec. Address.: P.O. Box 373 Rocky Point, NY. 11778 JOB SITE INFORMATION (All Information Required) Name: Anthony Martignetti WOJOH ,fib' GT kkC Address: 5775 West Mill Road, Mattituck, NY. 11952 Cross Street: Naugles Drive Phone No.: 917-535-3777 Bldg.Permit#: tf-q 0 5q email:martignetti@gmail.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 100% Renovation to the existing 200 year old structure. Square Footage: Circle All That Apply: r�$ Is job ready for inspection?: R1 .YES ❑ NO ❑Rough In Final Do you need a Temp Certificate?: YES ❑ NO Issued On p� /t 27 Temp Information: (All information required) Service SizeFV11 Ph❑3 Ph Size: 600 A # Meters 1 Old Meter# ❑✓ New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑✓Overhead # Underground Laterals 1 2 D H Frame Pole Work done on Service? Y N Additional Information: PSEG Representive Gary Dubovick 631-215-8775 PAYMENT DUE WITH APPLICATION love r2 0 110(�OZ fo bP 0- Ltq o3`I Qglllrati��' BUILDING DEPARTMENT- Electrical Inspector +a�► OG TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New or 11971-0959 �jpl 4 : Telephone (631) 765-1802 - FAX (631) 765-9502 j (c�southoldtownny�gov seand(a�southoldtownny.gov amesh APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 1/12/24 Company Name: Wildwood Electric Inc. Electrician's Name: Ralph Passantino Jr. License No.: 4836-ME Elec. email:ralphjr@wildwoodelectric.com l Elec. Phone No: 631-236-2211 01 request an email copy of Certificate of Compliance Elec. Address.: P.O. Box 373, Rocky Point, NY. 11778 JOB SITE INFORMATION (All Information Required) Name: North Fork Project LLC Address: 5670 Mill Road, Mattituck Cross Street: Naugles Drive Phone No.: 917-535-3777 BIdg.Permit#: email: martignette@gmail.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Overhead Electrical service Upgrade from 100 To 200amp. Single Phase Square Footage: Circle All That Apply: t Z Is job ready for inspection?: �/ YES NO Rough I I Final Do you need a Temp Certificate?: YES ❑ NO Issued On /L W Temp Information: (All information required) Service SizeFV-11 Ph❑3 Ph Size:.200 A # Meters 1 Old Meter#805"38%1 ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑✓Overhead # Underground Laterals M 1 2 7 H Frame Pole Work done on Service? R1 Y ON Additional Information: PAYMENT DUE WITH APPLICATION re. c lib q 9SP ' �O�SIIFFOL,��OG o~ y� BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hail Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone(631) 765-1802 1 Temporary Certificate # � 1 '.5 Datev"kar' (0 W24 Customer Name no rff A ek preiedaef Electrician Name Cl G e Address S-6-7 0 k1jill W4f. L. Phone ),- Z3(o . 22!/ e-mail Iriar4) ne G aid• Cmmj e-mail Phone - 7• S3 S' $"77 7 License# t f ca• mg Size OO A Phase / Overhead Underground #of Meters / Remarks #of Underground Laterals 1 2 New "H" Frame or Pole EH P Fire Reconnect Was work done on Service. �S Flood Reconnect Old Meter#' ''80S389 1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is val' r 9 from the date above. c Authorized by �o�suFFot,��o� y1 BUILDING DEPARTMENT-Electrical Inspector rC,i, �a TOWN OF SOUTHOLD • Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone(631)765-1802 Temporary Certificate # /S 8S Date ra, 11 2023 Customer Name nlav4i ; P ec Electrician Name ' d jc,' i y% Address 5-1-75 We VWjjV Phone 43 I .QLa I e-mail a, +', re Mdt I . e.or,(\ e-mail vQ Wo t ,c co► l Phone (1 s ,�. License# y 6 Size rv00 A Phase 1 Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or PoleE_: H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old.Meter# Service Reconnected Application for electrical service-equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid fo s from the date above. Authorized by BUILDING DEPARTMENT- Electrical Inspector P t:. 2 5 2024 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 D�PTG DEiI r. Southold, New York 11971-0959 °.)E SO OI° Telephone (631) 765-1802 - FAX (631) 765-9502 ia mesh C�southoldtownny.gov - seand(D-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: WPtwI,Qlpo lec�n`c C- Electrician's Name: R41 RA ,,o -. License No.: - f06 Elec. email: 11-aijohirw,'Ccl' dt lac f�c. Elec. Phone No: ❑1 request an email copy of Certificate of Compliance Elec. Address.: �c�., 37 1/ 779 JOB SITE INFORMATION (All Information Required) Name: 4177-11 o4- Address: -7 0 (,aJe- P0,'L( ! l rJW V— //17 Cross Street: N %,ems l��;'ve Phone No.: 4?/-7 - -7-1 Bldg.Permit #: Wok 0 email: Tax Map District: 1000 Section: /06 Block: Lot: 4: BRIEF DESCRIPTION OFF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): !�-17D4 f�-, tyC,-{erw-) vXL— r`� 69tPlic,ke z Square Footage: i�rF Circle All That Apply: Is job ready for inspection?: ® YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underg round❑Overhead # Underground Laterals D 1 2 D H Frame D Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATIONrlo, ('ZS-114 '� 410- L V'c. cA� 16$0!0 PERMIT# Address: Switches I Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Panel Fans Mini Fr. W/D Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps. [06 Have ? Used, Comments �� �1Ird!lt� BUILDING DEPARTMENT- Electrical Inspector . TOWN OF.SOUTHOLD _ ,= Town Hall Annex-.54375 Main Road - PO Box 1179 Southold, New York 11971-09.59 ® ® Telephone (631) 765-1802- FAX (631) 765-9502 jamesh cDsoutholdtownny.gov-- seand(a-southoldtownny.gov APPLICATION FOR ELECTRICAL.J.NSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: November 27,2023 Company Name: Wildwood Electric Inc. Electrician's Name: Ralph Passantino Wildwood,Electric Inc.-, . License No.: 4836-ME Elec. email:ralphjr@wildwoodelectric.com Alec. Phone No: 631-236-2211 01 request an email copy of Certificate of Compliance Elec. Address.: P.O. Box 373 Rocky Point, NY. 11778 JOB SITE INFORMATION (All Information Required) Name: Anthony Martignetti W"Ri'g �- �- ac Address: 5775 West Mill Road, Mattituck, NY. 11952 Cross Street: Naugles Drive Phone No.: 917-535-3777 Bldg.Permit M Lf q 0 3c/ email: martignetti@gmail.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 100% Renovation to the existing 200 year old structure. Square Footage: Circle All That Apply: Ma;�_ Is job ready for inspection?: YES ❑ NO ❑Rough Ininal Do you need a Temp Certificate?: YES ❑ NO Issued On » -Z� Temp Information: (All information required) Service SizeFV_11 Ph❑3 Ph Size: 600 A # Meters 1 Old Meter# ❑✓ New service[:]Fire Reconnect[:]Flood Reconnect❑Service Reconnect❑Underground❑✓Overhead # Underground Laterals 1 2 H Frame 'Pole Work done on Service? Y N Additional Information: PSEG Representive Gary Dubovick 631-215-8775 PAYMENT DUE WITH APPLICATION 10-L-1 `23 _P dt, t 598,5v Vi J ccr k o p of _ .17A CO.A-4 01 f06�0 Y- PERMIT 9 Address L 5 � . Switches � Outlets 12CG Us Surface — Sconces, ' 7 H H's SU0 �- UC Lts L) Fans Fridge I " G/ HW( ( J 6 ?� Q M (j Exhaust V Oven G /� W/D 4'/1 Smokes DW Mini arbon J Micro Generator _ombo � Cooktop p� Transfer Hood Service (/ 1 Y�V f � A ps Have Usec pedal: S S3 omments r C-( Wes-I I D I/l ktjjl� it, D, [2c a l{y f El — —� a. r•a.De.-r�r�___. u. "-'7��`..=eF 1 l. •K l BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK 1 •� ,J � `asp' _ �: PERMIT NO, 10084 DATE: FEBRUARY 16 ,Z022 t ISSUIED TO: NORTH FORT{PROJECT LLC j Alt PROPERTY ADDRESS: 5775 MILL ROAD,MATTITUCK '" - " SCTM#: 1000-106-6-3 , l; r` AUTHORIZATION Pursuant to the provisions of C `hapter 275 of the Town Code of the Town of Southold and in -G� accordance with the Resolution of the Board of Trustees adopted at the meeting held on February 16 2022, and in consideration of application fee in the sum of$250.00 paid by North Fork Project, LLC and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits F 'A the following: , Wetland Permit to renovate and modify existing commercial building(Old Mill Inn, originally , constructed circa 1821), by raising in-place a 1,455sq.ft.,2.5 story portion of building 4.5 feet , l i over new/modified piling foundation (with interior renovations); removing and r ' P ` place 100sq.ft.,one-story portion of building with 1.5 storyspace over new eplacing in with attached 30s p piling foundation q.ft.wood stoop and steps for access; removing and replacing in-place 1,310sq.ft. one-story portion of building with 388sq.ft. one-story open porch and 922sq.ft, of open wood deck and steps over new/modified piling foundation (design emulates original T building footprint); removing 107sq.ft. one-story portion of building and 22sq.ft.cellar rx ' entrance; and constructing a 127sq.ft. ADA compliant access ram replace surface of existing 1' r 665sq.ft. wood deck to remain; remove and replace masonry walkway; upgrade existing } sanitary system with I/A OWTS system; install stormwater drainage system; remove existing 1 LP tank and fencing; and temporarily remove and replace overhead utilities; and as depicted ,on the site plan prepared by Meryl Kramer Architect, last dated December 17,2021,and 4 stamped approved on February 16,2022. t IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the 16th day of February,2022. gUFFQJ/( . t.. q r: a /�� `i. •. 'f •' ` `F `.. aa% aW l� t'/XS:t�w 1 " f. II �;,�� f ����iti• n t tt r �ti �r�='o7^"R `.p..m.m� 1�„?*mms^�4T'7��' �"w'!__\ tic t -� C/\ 01"A Glenn Goldsmith,President a®�S®!/� Town Hall Annex A.Nicholas Krupski,Vice President ®� ®0-® 54375 Route 25 P.O.Box 1179 Eric Sepenoski ! Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 co � ® E C E U V E BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD JUL_ 2 6 2024 CERTIFICATE OF COMPLIANCE Building Department Town of SRJ�33 dC Date: July 19, 2024 y THIS CERTIFIES that the renovation and modification of the existing commerciabuilding (Old Mill Inn originally constructed circa 1821)by raising in-place a 1 455sq ft 2.5 story portion of building-4.5 feet over new/modified piling foundation(with interior renovations);removal and replacement in place of the 100sq_ft one-story portion of building with 1.5 story space over new piling foundation with attached 30sq_ft wood stoop and stems for access,• removal and replacement in-place of the 1 310sq ft one story_portion of building with 388sq ft one-story open porch and 922sg.ft.of open wood deck and steps over new/modified piling foundation(design emulates original building footprint); removal of the 107sq ft one-story portion of building and 22sq ft cellar entrance,• and construction of a 127sq ft ADA compliant access ramp;surface of existing 665sq ft wood deck to remain; removal and replacement of masonry walkway;upgrade of existings anitary system with I/A OWTS system; - installation of stormwater drainage system;removal of existing LP tank and fencing; and temporarily removal and replacement of overhead utilities, At 5775 Mill Road,Mattituck Suffolk County Tax Map#1000-106-6-3 Conforms to the application for a Trustees Permit heretofore filed in this office Dated December 23,2021 pursuant to which Trustees Wetland Permit#10084 Dated February 16,2022,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the renovation and modification of the existing commercial building(Old IYill'Inn originai_y constructed circa 182-1) by raising in-place a 1,455sg. ., 2.5 story portion of building 4.5 feet over new/modified piling foundation(with interior renovations): removal and replacement in-place of the 100sq ft one-story portion of building with 1.5 story space over new piling foundation with attached 30sq ft wood stoop and steps for access,• removal and replacement in place of the 1 310sq ft one storyportion of building with 388sq ft one-story open porch and 922sg.ft. of open wood deck and steps over new/modified piling foundation(design emulates original building footprint);removal of the 107sg ft one-story portion of building and 22sg.ft. cellar entrance, and construction of a 127sq ft ADA compliant access ramp; surface of existing 665sg.ft.wood deck to remain,• removal and replacement of masonry walkway upgrade of existingLsanitary system with I/A OWTS system• installation of stormwater drainage system; removal of existing LP tank and fencing; and temporarily removal and replacement of overhead utilities. The certificate is issued to NORTH FORK PROJECT,LLC owners of the aforesaid property. \ Authorized Signature NIS NiEYi/YORK Parks, Recreation, STATE OF OWPORTUHrTY_ and Historic Preservation KATHY HOCHUL ERIK KULLESEID Governor Commissioner September 9, 2022 Meryl Kramer Meryl Kramer Architect PO Box 1600 Southold, NY 11971 Re: DEC Old Mill Inn Elevation, Renovations, and Additions 5775 W Mill Rd, Mattituck, Suffolk County 21 PR06380 Dear Meryl Kramer: Thank you for your continued consultation with the Division for Historic Preservation of the Office of Parks, Recreation and Historic Preservation (OPRHP). We have reviewed the submitted materials in accordance with the New York State Historic Preservation Act of 1980 (section 14.09 of the New York Parks, Recreation and Historic Preservation Law). These comments are those of the Division for Historic Preservation and relate only to Historic/Cultural resources. We have reviewed the submission received on August 11, 2022, including the window drawings dated August 4, 2022, and manufacturer specifications dated July 26, 2022. Based on that review, we note that our March 28, 2022, condition has been met. No further consultation is required. If you have any questions, I can be reached at(518)268-2170. Sincerely, Robyn Sedgwick Historic Site Restoration Coordinator e-mail: robyn.sedgvAck@parks.ny.gov via e-mail only New York State Office of Parks, Recreation and Historic Preservation Division for Historic Preservation,Peebles Island,PO Box 189,Waterford,New York 121 U-0189 (518)237-8643•https:/iparks.ny.gov/shpo NEW$'®g2K STAVE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02881 PERMIT Under the Environmental Conservation Law.7 Permittee and facility Information 1 -- == Permit Issued To: Facility: THE NORTH FORK PROJECT LLC THE NORTH FORK PROJECT LLC C/O ANTHONY MARTIGNETTI 5775 W MILL RD11000-106-6-3 PO BOX 541 MATTITU'CK,NY 11952 NEW YORK, NY 10012-0451 Facility Application Contact: EN-CONSULTANTS 1319 N SEA RD SOUTHAMPTON,NY 11968 Facility Vocation: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 706.136 NYTM-N: 4542.635 Latitude: 41°00'31.9" Longitude: 72°32'55.5" Project Location: Mattituck Creek Authorized Activity: Reconstruction of existing commercial structure; abandon existing sanitary system; install Innovative Alternative Onsite Wastewater Treatment System(I/A OWTS). All work shall be done in accordance with the architectural plans prepared by Meryl Kramer Architect last revised 6/15/22 (A-000.3,A-001, A-102), septic plans prepared by PW Grosser last revised 4/7/22 (C-101 and C-102), and engineered plans prepared by e2 Engineers dated 4/21/22 (S001, S002, S100, S101, S102, S200, S201, S300). All plans have been stamped 'NYSDEC Approved' on 9/14/2022. KLL Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-028'81/00009 New Permit Effective Date: 9/14/2022 Expiration Date: 9/13/2027 Page 1 of 7 . v AM NEW YORK STATE;DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02881 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator:LAURA F STAR, Deputy Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 ' Authorized Signature: otut Date / 4/-2-2- Distribution List EN-CONSULTANTS Bureau of Marine Habitat Protection File Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Meryl Kramer Architect last revised 6/1,5/22 (A-000.3, A-001, A- 102), septic plans by PW Grosser last revised 4/7/22 (C-101 and C-102), and engineered plans by e2 Engineers dated 4/21/22 (S001, S002, S100, S101, S102, S200, S201, S300). 2. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. Page 2 of 7 ear AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL COiNSERVATION � Facility DEC ID 1-4738-02881 3. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 4. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 5. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 6. Install, Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 7. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 8. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices) placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 9. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 10. Overwater Structures No portion of the reconstructed building and deck structure shall extend seaward of the existing footprint. Overwater structures shall not be expanded upon. n. Authorized Innovative/Alternative Onsite Wastewater Treatment Systems (I/A OWTS) Septic Systems This permit authorizes the installation of any models of I/A OWTS septic system which have received the approval of the Suffolk County Department of Health Services (SCDHS). If SCDHS rescinds its approval of one or more of these models during the term of this permit,DEC will no longer approve new installations of that model. The list of VA OW`TS systems which have received approval by SCDHS are found on the Suffolk County Website under the Reclaim Our Water-Homeowner section at: Overview of Provisionally Approved Technologies. 12. Maintenance of Installed Innovative/Alternative Onsite Wastewater Treatment Systems (I/A OWTS) The permittee must maintain, service and repair the installed I/A OWTS in accordance with the maintenance schedule set forth in the Suffolk County Department of Health Services (SCDHS) permit issued for the system. 13. Concrete L,eachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. Page 3 of 7 ' v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1-4738-02881 14. Wood Preservatives a. Pressure treated wood used for construction of in-water structures must have undergone a treatment process approved(stamped or otherwise marked as certified) by the American Wood Preservative Association. b. Wood treated with Pentachlorophenol (PCP) must not be used in marine or brackish waters. Wood treated with PCP must be aged in the open air for at least three months prior to in-water use. c. The use of creosote treated wood is prohibited both in the water and upland areas. d. Chromated Copper Arsenate (CCA)pressure treated wood must be clean and free of CCA surface deposits. Wood with surface deposits must be washed for at least 5 minutes under running water prior to use. The washing must occur greater than 100 feet landward of any regulated wetland and/or water body. (Note "E." below for handling wash water.) e. Any wood debris such as sawdust or wash water must not enter any water body, including wetlands or protected buffer areas. 15. No Additional Docks Installation of additional docks at marinas, boat basins, or other commercial facilities is not authorized by this permit. 16. No Structures on Pilings No structures, other than structures specifically authorized by this permit, shall be constructed on pilings without further authorization from the department (permit, modification or amendment). 17. Pilings at Property Lines Pilings shall not: a. extend laterally beyond property lines, b. interfere with navigation, or c. interfere with other landowners riparian rights. 18. No Dredging or Excavation No dredging, excavating or other alteration of shoreline or underwater areas is authorized by this permit, nor shall issuance of this permit be construed to suggest that the Department will issue a permit for such activities in the future. 19. No Unauthorized Fill No fill or backfill is authorized by this permit without further written approval from the department (permit, modification, amendment). 20. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 21. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. Page 4 of 7 AM Owe NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'ow Facility DEC ID 1-4738-02881 22. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized.which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 23. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 24. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be'made against the State of New York on account of any such removal or alteration. . 25. State May Order Removal or Alteration of Work If future,operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause toss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit,the structure, fill, excavation; or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. GENERAL CONDITIONS - Apply to ALL Authorized Permits: I. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. Page 5 of 7 NEW YORK STATE DEPARTMENT OF El\N'IRONMENTAL CONSERVATION Facility DEC ID 1-4738-02881 2. relationship of this Permit to Other Department Orders an Determinations supersede or rescind anyexpressly provided for by the Department, issuance this pen-nit does modify, d any of the terms, conditions or requirements or determination previously issued by Department or contained in such order or determination. 3. A plications For Permit Renewals, Modifications or`Transfers The permittee must submit a P sefer of this arate written application to the Department for permit renewal, modification the Department requires. p permit. Such application must include any forms or supplemental An Y renewal, modification or transfer granted by the Depaebe submitted to: nt must be in writing. Submission of applications for permit renewal, modification or transfer are to Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 ittee must submit a renewal application at least 30 �t. Submission of Renewal Application The perm days before permit expiration for the following permit authorizations: Tidal Wetlands. Modifications, Suspensions and Revocations by the Department The Department 5. Permit Modifications,exercise all available authority to modify, suspend or revoke this permit. The reserves the right c grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change i of the envirox stnta permit;conditions,relevant ing technology or applicable law or regulations since the i ssuanc e. noncompliance with previously issued permit Lawlto�regulations ons of the Department related to ns, orders of the commissioner, any provisions of the Environmental Conservation the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically ishould prohibitedb b statprioute, regulation act transfer of ' or another permit condition. Applications for pernllt transfer ownership. Page 6 of 7 NEW YORK STATE; DEPARTA,1ENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02881 OTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility expresslrees to indemnification y agrees toindemnify and hold harmless the The permittee, excepting state or federal ioagencies, P Department of Environmental Conservation of the State of to the extent attrib table to he ew York, its representatives, employees, P and agents ("DEC") for all claims, suits, actions, and damages, ermittee's acts or omissions in connection with the permittee's undertaking of activities in uthoriz d by the permit whether intion p _ with, or operation and maintenance of,the facility or face rties a com liance or not in compliance with the terms and conditions oattthe permit. This t DEC'sindemnification mninegligent does p not extend to any claims, suits, actions, or damages to the extent intentional acts or omissions, or to any claims, suits, or actions1naming nhs DEC uitcand fights p provision Article 78 of the New York Civil Practice Laws and Rules or y under federal or state laws. Item B: Permittee's Contractors to Comply with Permit loyees, agents and The p ermittee is responsible for informing its independent contractors, dmpons while acting as the assigns of their responsibility to comply with this permit, including all special co ersons shall be subject to the p ermittee's agent with respect to the permitted activities, and such n Law as those prescribed for the permittee. sanctions for violations of the Environmental Conservatio Item C: Permittee Responsible for Obtaining Other Required Permits lands, easements and rights-of- The permittee is responsible for obtaining any other permits, approvals, way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to 'Trespass or Interfere with Riparian Fights This permit does not convey to the permittee any right to trespass upo nor doesht authore lands �zeltherimpairment of riparian rights of others in order to perform the permitted workto the any rights,title, or interest in real or personal property held or vested in a person not a party permit. Page 7 of 7 \1 TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR TOWN HALL SOUTHOLD, NEW YORK CERTIFICATE OF OCCUPANCY NONCONFORMING PREMISES THIS IS TO CERTIFY that the pre- C.O.# _ Z12795 Date Sept.20,1984 Land /_x/ Building(s) / / Use(s) - located at .5765 Mill Rd Mattituck Street Hamlet shown on•County tax map as District 1000, Section 106 , Block 06 Lot 003 doesknot�conform to the present Building Zone Code of the Town of Southold for the following reasons: Insufficient total area, Non-conforming living quarters On the basis of,information presented to the Building Inspector's Office, it has been determined that the above nonconforming /X/Land /X/Building(s) r /Use(s) existed on the effective date the present Building Zone Code of the Town of Southold, and may be continued pursuant to and subject to the appli- cable provisions of said Code. IT IS FURTHER CERTIFIED that, based upon information presented to the Building Inspector's Office, the occupancy and use for which this Certifi- cate is issued is as follows: Resturant situated in aJB-1 Zone with access to West Mill Rd. a Town Maintained Highway. The Certificate is issued to HOLMES,RICHARD&FRANCBS (owner, �Cssee-rn-teriart) of the aforesaid building. Suffolk County Department of Health Approval N/A UNDERWRITERS CERTIFICATE NO. N/A NOTICE IS HEREBY GIVEN that the owner of the above premises HAS NOT CONSENTED TO AN INSPECTION of the premises by the Building Inspec- tor to determine if the premises comply with•all applicable codes and ordin- ances, other than the Building Zone Code, and therefore; no such inspection has been conducted. This Certificate, therefore, does riot, and is not intended to certify that the premises comply with all other applicable codes and regula- tions. u Buiiding inspector M E R Y L K R A M E R a r c h i t e c t 2 6 0 H 0 R T O N S L A N E TRANSMITTAL POST OFFICE BOX 1 600 S O U T H O L D, N Y 1 1 9 7 1 Town of Southold Building Dept Via: Drop Off 6 3 1 4 7 7 - 8 7 3 6 Town Hall Annex, 54375 Main.Rd, k h i t t Address: PO Box 1179,Southold, NY 11971 Date: June 29,2021 m a r c e c c o m Re: Old Mill Site Plan CC: WE ARE SENDING YOU x Attached []Under separate cover via the following items: 10 Shop drawings X Drawings ❑Specifications []Copy of letter JUN 3 0 2021 COPIES DATE DESCRIPTION 1 6/28/2021 Old Mill Site Plan for Trustees DEC&ZBA THESE ARE TRANSMITTED as checked below: ❑For Approval x For your use ❑As Requested ❑ For review and comment REMARKS: Per Mike Verity's conversation with Rob Herrmann at EN Consultants,we have updated the DEC and Town Lot Coverage tables. Pontino, Susan From: Heidtmann &Sons <info@gfhbuild.com> Sent: Tuesday,June 4, 2024 11:50 AM To: Pontino, Susan; Bunch, Connie Cc: Glenn Heidtmann;Anthony Martignetti Subject: Permit#49034: 5775 W. Mill Rd, Mattituck Attachments: JPCE - Old Mill Inn - Pile Certification.pdf, Certification of Insulation.pdf, Plumber Cert-5775 W. Mill Rd..pdf, Old Mill Rd-Manual J,S,D.pdf Good afternoon to you both, I've attached the following documentation related to the Old Mill, 5775 W. Mill Rd., Mattituck, Permit #49034: 1. Pile Certification ° 2. Insulation Certificate 3. Plumber's Certificate 4. Energy Calculation Manuals We have our final building&electrical inspections tomorrow(Wednesday) and a blower-door test scheduled for this Friday. If hard copies are required just let me know and we will drop them off to your office. Please confirm receipt. Thanks very much, Loretta E � nn U Heidtmann&Sons, Inc. r 's P.O.Box 932 Cutchogue,NY 11935 t ��N - 4 2024 (631)734-7484 phone (631)734-5943 fax Building Department Town Of SOuthold rNOTICE:This e-mail and any attachments may contain confidential and proprietary information of the Heidtmann&Sons Inc.and may be legally privileged.This e-mail is intended solely for the addressee.If you are not the addressee,dissemination,copying or other use of this e-mail or any of its content is strictly prohibited and may be unlawful. If you are not the intended recipient please inform the sender immediately and destroy the e-mail and any copies.Any views expressed in this message are those of the individual sender.No contract may be construed by this e-mail.Please advise immediately if you or your employer do not consent to Internet email for messages of this kind ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 Pontino, Susan From:, Martin Finnegan <mfinnegan@northfork.law> l� (� �fJ Sent: Thursday,August 22, 2024 1:57 PM D 15 PU u To: Pontino, Susan Subject: FW:The Old Mill Inn A U G 2 2 2024 Sue, Building Department Town of Southold Please see the email below from Adrian Casillas at the SCDHS confirming that the 1/24/24 green stamp constitutes a current and valid health department approval for the site. Adrian can be reached at 631-852-5700. He said that he is happy to speak to you directly if you have any questions. Regards, Martin MARTIN D.FINNEGAN,ESQ. FINNEGAN LAW P.C. 13250 Main Road P.O. Box 1452 Mattituck,New York 11952 T 631.315.6070 C 516.298.5384 mfinnegan@northfork.law www.northfork.law CONFIDENTIALITY NOTICE:The information contained in this e-mail and any attachments may be legally privileged and confidential.If you are not an intended recipient,you are hereby notified that any dissemination,distribution or copying of this e-mail is strictly prohibited.If you have received this e-mail in error,please notify the sender and permanently delete the e-mail and any attachments immediately.You should not retain, copy or use this e-mail or any attachment for any purpose,or disclose all or any part of the contents to any other person.Thank you. From: "Casillas, Adrian" <Adrian.Casillas@suffolkcountyny.gov> Date:Thursday, August 22, 2024 at 1:52 PM To: Martin Finnegan<mfinnegan@northfork.law> Subject: Re: The Old Mill Inn Hi Martin, As discussed on our phone call, revised Preliminary Approval was issued 3/20/2024 at the request of the Town (boarding house nomenclature removed and replaced with bedrooms for rooming house).The Final Approval from 1/24/2024 was still valid at the time of 3/20/2024 and still is valid today. Sincerely, 1 Adrian Cosillas Assistant Public Health Engineer Suffolk County Department of Health Services Office of Wastewater Management 360 Yaphank Avenue.Suite 2c Yaphank, NY 11980 Phone: (631)-852-5700 PRIVILEGED AND CONFIDENTIAL-INTEROFFICE/INTRA-AGENCY COMMUNICATION-NOT SUBJECT TO FOIL DISCLOSURE-NOT FOR DISTRIBUTION CONFIDENTIALITY NOTICE:This electronic mail transmission is intended only for the use of the individual or entity to which it is addressed and may contain confidential information belonging to the sender which is protected by the attorney-client privilege.If you are not the intended recipient,you are hereby notified that any disclosure,copying,distribution,or the taking of any action in reliance on the contents of this information is strictly prohibited.If you have received this transmission in error,please notify the sender immediately by e-mail and delete the original message. ut more, visit our website. 2 NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 263528632 HEIDTMANN&SONS INC PO BOX 932 0 CUTCHOGUE NY 11935 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER 5775 W.MILL ROAD HEIDTMANN&SONS INC TOWN OF SOUTHOLD PO BOX 932 54375 MAIN ROAD CUTCHOGUE NY 11935 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12206 943-9 271254 05/03/2022 TO 05/03/2023 5/01/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2206 943-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OFF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS-./MIWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. GLENN F HEIDTMANN JR,PRES& JEFFREY W HEIDTMANN,VP OF HEIDTMANN&SONS INC (TWO PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE,POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 20 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:761232542 U-26.3 DATE(MM/DD/YYYY) ACC)PR o® CERTIFICATE OF LIABILITY INSURANCE 05/01/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT'BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Christine Schuller NAME: AssuredPartners Northeast,LLC. PHONE (631)465-4000 (Ax A/C No Ext: (A, No): No 100 Baylis Road E-MAIL SS: chris.schuller@assuredpartners.com ADDRE Suite 300 INSURER(S)AFFORDING COVERAGE NAIC# Melville NY 11747 INSURERA: Mesa Underwriters Specialty Insurance Co. 36838 INSURED INSURER B: State Insurance Fund-NY Heidtmann&Sons,Inc. INSURER C: Standard Security Life Ins.Co. P.O.BOX 932 INSURER D: INSURER E: Cutchogue NY 11935 INSURER F: COVERAGES CERTIFICATE NUMBER: '23-24' REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I�TR POLICY TYPE OF INSURANCE INSD WVD POLICY NUMBER MMIDD/YYYY MM DDIYYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO T CLAIMS-MADE Fx_1 OCCUR PREMISES Ea occurrence $ 100,000 x Contractual Liability MED EXP(Any one person) $ 5,000 A MPOO82001005780 02/26/2023 02/26/2024 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY 19 JE PRCT O- ❑LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X1 PER ERH AND EMPLOYERS'LIABILITY Y/N 100,000 B ANY PROPRIETORIPARTNER/EXECUTIVE � N/A 1 2206 943-9 05/03/2022 05/03/2023 E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ NYS Disability C 64522-00 01/01/2023 01/01/2024 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) Re:Project:5775 W.Mill Road,Mattituck,NY 11952. The following are included as additional insured if required by written contract subject to the terms and conditions of the stated policies:The North Fork Project LLC,Anthony Martignetti,Town of Southold. General Liability coverage applies on a primary&non-contributory basis with a Waiver of Subrogation in favor of additional insured's CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Main Road AUTHORIZED REPRESENTATIVE Southold NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD AFFIDAVIT Re: James R. Holmes STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) James R. Holmes, being duly sworn, deposes and states as follows: That I am the owner of certain premises located at Mattituck, Town of Southold, 30f.01k County, State_of New York, shown and designated on Suffolk County Tax Map as District 1000, Section Block Lot more commonly known as the "Old Mill Inn", that on said premises is located a two story frame old building 'utilized as a restaurant down stairs. and living quarters upstairs andattached .thereto is a one story frame portion on piles utilized as a 'kitchen for the restaurant and a one story frame portion set on piles utilized as a dining ;porch. That all of said structures were built prior to zoning and in the opinion of the applicant said structures are suitable for restaurant u-se as we'll as living quarters and said structures have been used for resident and restaurant purposes for over 75 years. Applicant submits this Affidavit in support of his application for a pre- existing Certificate of Occupancy on said structures. i t Sworn -to befor a is day of ne I GARY FLANNER OLSEN COUNSELLOR AT LAW Wary U<) 1 C MAIN ROAD f0 PNb %N State •OL'SIN MATTITUCK, NEW PORK AIO• 5Z. of Mew Y 44 �valifie 2959600 Ilvaz d iq $yffolk ro Cpun Expires March MAP OF PROPEf?Tl, S;. rcar MA 'r.7•"%•TUCK:';- f sur. 04K CO, N.'Y Ise h two• seeAiw�i e Nii • - :::tip: r�:r:, •'r• ��.. `;. �:�i:;;;g� .<:i'r::.,:._; '.l :.�' ':l':'��'1 �:'�.� :a�i �'•i `.Y':lriit'��``.'[.j':J�f..�:. :y_ :;' y:::t'� .)L�' .:.��'`' A' I r.. Ai 1> O r`'. • ''�. -''' .�.'� N. ,• S� :•�iP 1:.'�{'•,:p ,. �.�"•�j. i (�ti,C •� , Sri •N.. ;;:..,��;` �. tt. - ��.-,� 1• � grt,c 3 �'yg. `t'''i e+�F„�.M,;,g-• �:+�•,"r,=..:4i '`:1.• .1.1�•.}_ '.��(} '� •.4'Ib'}'��'�.•` ...�. 'y..(�':�(1�h�� 4.. ...1•., •�• - :Ir. '•f• •..\��.. V 'Y•`, h'j.�:. l�:M. i!7 'rh'-n'�s• '.1'!VS�• =yy ...�• o�d: ''�cl��, •.d ;C 4,�..a. r,T�uy`a�.y��TL.y• .� :�T7gti ..1. `s..• Lse. ?�S'",5., � i. %s. .r.�/w;h;�r-- :'�n.i.i_``y�.�. ,tiy,,• 4_ k� tt:- �it'�':i�:�T.' �L'j.. ( .•t R t '� '..S` '�1•a �• .Y'��.t �_�r.. �Q' `� t 4n• t N,.`,t+•ir'S.:• .r•:.� �•��Ll�...'+',%:r�yhi.j�., _. .� •�:` ��.� •.�:.i��,. •�' ':L' .Ir:' ••Fs"••:}�v's `��Se'J :Y, •i• ''.`�i~•..Ll�:;i�•i. i a,r:(i i.x• AM N: i.r ✓ri .i t:: a f •S$))i ti 1Li Xfir� syy�4�C ii" {••. �'•� i-gyp,.;.. �.: •'� _y' rf 1, 0.1p N J ' t•i i 'ss' �••� ,'i a.•. �gxnq.'r'°y �.n. C�Y'�:F%Wt•�,".;I?;r'%W�_'.":..:a:'a•Y'il�.� �� _ :L A'1'tx-� �y�.1�1 ,il� L:• ;". �•�i,�i:�t7.1,/p)'�•.��� [. '1:.IY M'. ��t'tr: i:� i�5�'r.«:•i.Jtv'''Ifi'�ru�a'•�.G .. �. .. •h � gaL)Y•Ilel}•il L:..:..ry':r•�t. ?".,�^„.,SL�'."'RRR�aN'!�r. .—. j . r r r r74r ��3 ' •-xt 4 [, sue, z�E.4 - e °�xn.r;,.,ti. SITE: OLD MILL INN 5775 WEST MILL ROAD MATTITUCK,NY 11952 SCTM#: 1000-106-6-3&4.1 1 GROSS LOT AREA: 0.341 ACRES OR 14,839 SF BUILDING CLASSIFICATION: COMMERCIAL ' ;' GWMZ# ZONE IV(600 GPD/ACRE) 4a . �, `� p ,� z< CLIENT DRIVEN SOLUTIONS "`�-� a• " P.W. GROSSER CONSULTING ENGINEER AND HYDROGEOLOGIST, P.C. ,�- 5505 WEST MILL ROAD 630 Johnson Avenue.. Suite 7 �+THl" TE Bohemia. NY. 11716-2618 SCTM# 1000-106-6-1 NSF'r`CTrr-D - IMPROVED W/ PRIVATE WELL Eggs ` ` `' ( } . or HGAL'CN �r1CICC�'•IN I�RitA1dG , xPhone: {631)589-6353. Fax: (631)589-8705 �!!,, 4$ »oal� QAIt"). E-mail: INFO@PWGROSSER.COM V9/yE INSpFC�I CONSULTANTS PROP. 765'WATER MAIN / EXTENSION. VICINITY MAP Enn^0r's Certifactiorl Required ;� SCALE: �" = s00' w S0,n li P..l ...Or R.A. COrt'Ificaticn ' 0 600 1200 I��a Irlst�Il��iO�rI;�A��;t;�+C4nstructi011 , SCALE: 1 " = 600' Ur_I l For Finial Approval. Use Foi:1: t��VN4F3 \ 5775 WEST MILL ROAD '' Q .� � SCTM# 1000-106-6-2 ALLOWABLE SANITARY FLOW: (IMPROVED W/ PRIVATE WELL) SITE AREA=0.341 ACRES \ GWMZ IV=600 GPD/ACRES PROP. SPLIT RAIL FENCE O ALLOWABLE SANITARY FLOW=0.341 ACRES X 600 GPD/ACRE=204.6 GPD GRANDFATHERED SANITARY FLOW S � • PROP. 4' DIA. MANHOLE t7 3� 11 GRANDFATHERED DENSITY FLOW CALCULATIONS-SCDHS RECORDS 5780 WEST MILL ROAD s E 15 EAST MILL ROAD BLDG.AREA SAN. FLOW RATE SCTM# 1000-106-6-13.4 y s�. ''' SCTM# 1000-106-4-2 USE SANITARY FLOW IMP v' ?�'' ,;h- ' PROP. 2" FORCEMAIN IMPROVED W (sQ.FT.)/#OF (GPD/SQ.FT.OR (GPD) (IMPROVED W/ PRIVATE WELL) s• p , "., �\ .' CONNECT TO EXIST. FORCEMAIN ( / PRIVATE WELL) SEATS j#OF SLIPS GPD/SEAT) FOR SANITARY WASTE A "x RESTAURANT 50 10.00 500.00 1O Total 500.00 GRANDFATHERED FLOW=500.00 GPD ACCORDING TO SCDHS 1992 APPROVED 1'+,' �`` ```` 66•�jZ�� r PLANS UNDER REFERENCE NUMBER C10-87-011. ,... ._ 1 67 EXIST. 10' DIA. BY 5.5' EFF. DEPTH t1 '• } S�'•° ;; %^ ,r`> =;�; _ OW PROPOSED SANITARY FLOW: LEACHING POOL TO REMAIN PROP. WATER LINE �, r- O O PROPOSED DENSITY FLOW CAL^ULATIONS CD PROP. 6' DIA. MANHOLE `2F �` '. �' •. _ ,�,�'--=-' ' -S SCDHS STANDARDS a KITCHEN/GREY KITCHEN/GREY b fi BLDG.AREA SAN. FLOW RATE SANITARY FLOW WATER FLOW USE (SQ.FT.)/#OF (GPD/SQ.FT.OR WATER FLOW �---� SEATS/#OF SLIPS GPD/SEAT) (GPD) RATE(GPD/SQ.FT. (GPD) OR GPD/SEAT) Restaurant 45 10 450 20 900 y C, Seasonal Bar 10 5.00 50.00 2.5 25.00 PROP. 5,00 GAL. FUJI CLEANq 6•y2 Total 500.00 - 925.00 s TREATMENT UNIT-MODEL CEN5 O,, „ � 6 5 0 0 Y y Total Design Flow 1,425.00 5 EXIST. SANITARY LINES TO PROP. %, O �Oy� 4 MANHOLE TO BE REMOVED N , ©� •O >n 3 (TYP OF 2) a u 0' 1 REVISED PER SCDHS COMMENTS 04/07/22 PROPOSED SANITARY FLOW=500.00 GPD 2 Vz EXIST. FORCEMAIN FOR SANITARY 8'MIN " I �` .�� r' WASTE TO EXISTING SEPTIC TANK -- 8.0' W `' ... w�Gm4 " � Nt>AO f Q a' BAG TO BE REMOVED - 0 5 MIN :: r'�;�/�^ �,� - f 10.0' O GREASE TRAP DESIGN 5.0' �1 tJ W. LT 04/01/2021 EXIST. 8 DIA. BY 5 LIQUID DEPTH �, t--_.. , 5 MIN 10 MIN `;'.', �` ' O O TOTAL DESIGN FLOW=9Z GPD Q O AS NOTED GREASE TRAP TO REMAIN ` �� "3 O BAG EXIST. 10' DIA. BY 6' LIQUID DEPTH " ' 4 ' '�: ° 5'MIN , w �trt N REQUIRED: 925 GPD X 1 DAY FLOW=925 GAL. SEPTIC TANK TO REMAIN _ TO `: \ .. . tS, ;; �11 C� EXISTING: ONE(i}8'DIA.BY 5'LIQUID DEPTH GREASE TRAP=1,500.00 GAL. OLD MILL INN FM IN _ ,i ._ <,. m 5775 WEST MILL ROAD 's`, .. SEPTIC TANK DESIGN ` , f MATTI"TUCK NY 11952 „ ', " 0� TOTAL DESIGN FLOW 92 e�� ;,_ :: 80 EAST M I L R = . ` `' ;. , .�,_. 2 0 5 GPD 6 00 SCTM# 1 06-4-3 _ r0 REQUIRED: 925 GPD X 2 DAY FLOW-1,850 GAL. EXISTING: ONE 1 I - OLDMILL INN PROP.FUJI CLEAN AIR Llidl= u - MP O 0'D A BY 6 LIQUID DEPTH SEPTIC TANK 0 GAL .._-----_. "-.. a. :," - , i i• .,.~ r^,,A., `, `' (IMPROVED W/ PRIVATE WELL 1 - 3,00 5102 WET IL PROP.ELECTRIC LINE -. } S MILL ROAD I/A OWTS DESIGN PROP.2 0 VENT LINE SA y: - r- :. = IT V SY SCTM# 1000-106-6-5 TOTAL DES S 1�.- FLOW 500,00GPD W/CARBON FILTEREASEMENT k DESIGN IMPROVED W/ PRIVATE " REQUIRED: ( TE WELL PROP FUJI =' .a., x.: Q 500.00 GPD .......:.... _ a� CONTROL PANEL ;' O I PROVIDED. ON O UJI CLEAN TREATMENT UNIT MODEL CEN5=500 GAL. UPGRADES ;, _ � >. .,� ',� � (SEE DETAIL) E 1 F ODE PROP.FUJI BLOWER EXIST & SANITARY LEACHING POOL DESIGN 5775 WEST MILL ROAD 1 2 STORY f , t� TOTAL DESIGN FLOW=1,425 GPD UCK, '[ BUILDING TO REMAIN s.. " ,`F �'- . . MATTIT' OWN OF SOUTHOLD (NO BATHROOM & NO x' ;. ' . m} 1 ; ,; :Y>« 7 Suft'olkCdtirt ,rrfe t _ SUFFOLK COUNTY, NEW YORK /i .f..x.�1, f£:.. .�� V'i/ C�,,. y t ` Q ty Dmart n of Health Services FLOW PRODUCED � �_:�,;� GPD 11.5 GPD/SF 950 SF RE UIRED: 1,425 I Approval for Consu�ttction.Other Than Single Family EX TING: SIX(6)10'DIA.BY 5.5'EFF,DEPTH LEACHING POOLS=1 036.20 SF t`" J BE REMOVED E TANK T _ 1000-106-6-3&4.1 TLS2102 EXIST. 2"DIA FORCEMAIN FOR �tf �,� EXIST PROPANE 0 SANITARY WASTE TO Rt=lViAIN =''V et�ttCeld G Z1`��3 ,t Z Design Flow EXIST. 2" DIA. FORCEMAIN FOR�'� ,, : `:t %' ,' ?j.Oj1`;'" PROP. 4'0 CB •W /O These plate have been reviewed for general conformance with Suffolk KITCHEN WASTE TO REI�'1r�IN `" � � f EXIST. DUPLEX PUMP-- a: �• �Q =` ;;' County Department of Health Services standards,relating to water supply ;, r, ® W and sewage disposal. Regardless of any Omissions,inconsistences or lack O E R IR L L STATION TO REMAIN ='. ` `. (TYP OF 2} ` �'' O W F • ,, .�JZ li �.:, tf� W �f detail, oanstructian is required to be in accordance with the attached ` ' I 6 j permit conditions and Applicable standards unless specifically waived by, .. O Q. 0 i the Department. This approval expires 3 years from the approval date SITE +()1 El1SGXtttttleQOr " k, < 'a ;`;'" renewed. �9 .!t 1�pprnvall�8te ® `.. till Reviewer V 1 i ,., WELL TO BE ,..,r is,,...v ._.vR`.:j,.riS... Ei'. .., � '•i. r'�1.:..- - ^'! OVERALL SITE PLAN EASEMENT No. 2 - EXIST W - r` ; 68,70 ABANDONED SCALE: ��� = 20� `-- (SEE DETAIL) S $,4.•oa'2o GENERAL NOTES: O 2O 4O `% 1. ALL PROPOSED PIPING TO BE 4"0 SDR-18,EXCEPT WHERE INDICATED. rr . EXIST. 1-STORY FRAME 2. SANITARY SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ALL SCALE: 'I" '- 2O� GARAGE TO REMAIN SCDHS REQUIREMENTS. //�7_ �f N (NO BATHROOM & NO FLOW 3. ALL ELEVATIONS ARE IN NAVD88. r 1 2 Y SURVEY PRODUCED) 4. NO PROPOSED STORM DRAINS WITHIN 10'OF THE PROPOSED SANITARY PLAN AND SURVEY INFORMATION FROM PLAN BY NATHAN SYSTEM,UNLESS OTHERWISE SHOWN ON PLANS. TAFT CORWIN Ill LAND SURVEYOR,DATED JULY 28,2008. TLS2102 �a :G F, N, Y 'i"'kt':,'='.'�49��#Rip-3a'X-\t,�'-., a:Wy'',y'•::,•,(:.",h,�.k� - r. � ."4..- , d Ay, r FX!8T,6"D!A.PVC(SDR 35 j PITCHEDMIN.' '[Ft. `•> �.' . TO DLP 1 145,85 EXIST,6"DI.A.DUCTILE I?ON PIPE HFAi%f DUTY-LOCKING HEAVY CLITY-LOCKING _....� ___.._._._� CAST IRON C OV`ERTO ; CAST IRON COVER TO � OR EQUIVALENT,PITCHED rv%, � GRADE(TYP.) / yU • GRADE(TYP.) �� fF7. � _... ! _..._.,..._._..-._,._-....____..__.-_. _...__..._...._.__.._...-.___..,._...___.,_.._.,. I4 __._-_...... -_._..._ .._..r.._.__.._....__ 2,'M]IN,OPENING CONCRETE CHITA SY --,-,_ JF"'R t`!d. FI` U_, rFrTE CHIPrNCf '.::�_...._..... 17,f)G .....- 24' r CONCRETE H2.0 8"iv'Itl. EINFORC. _�\\ \` \ ,.i 2'MAX, -1' 24" ; Cr",DI" TOP St%is. R FD-' - _ ._. 4 CLEANOLIT CAP AT GRADE ;' . y I CONGRETE H2(i 2'ir1AY 2.5'MAX _._.1 I__ __.__,_..,____._, � ._1..___._. LOADING t ! I { {, 1 DRIVEN SOLUTIONS t t LOADING TOP SLAB. �- � � CLIENT ✓ '' (' �' ; _ 2400 PIPE 2 MUd, I I -_- ___ EXIST.4' cI,A�.> -- __ P.W. G 4( INLET _.- i -] _, __ - _ _�,_ _ ( T l.,/., 1,�T / I w ! _-_ _...., r._. - ff l 4 L A'E t+ t,i{ I`s I ' KITCHEN LINE 12"h"N. t, L.�t_`: 7T u, _/� I _ ! i ,t, +01 ALET TO PROPOSED DL P +. I' I ;)" F,.. ,_ PITCHED tl:h. .(FT. 14', .......,_.-,._.._.._..; GI�I 10.0 ;:' �.I,_..r_.- {', a�; I 1s" ,+ ,R, HYDROGEOLOGIST, P.C. R $ E CONSULTING ' i i� AND EXIST.4"CIA.DUCTILE1]tiV.1(;.00 I ! ilf �I I !; ION F'lP�PITCHED t.';N. r� { 7, 0 8" ;'DIA.P`JC(PR-1£t`PIPE _._.___....,_.____z- ' I EXI..,<.A"u:A.CLASS 4 ) on Avenue.. Suite 7 I -CLEFINOUT I, ;4 _' ._. _... OU T LET TO C�REASF TRAP i I I, ; ]„_.�_, -.. ... .�.,� 4".rFT. I .PITCHED t. ,c 4 t, �, ,,,_...__.._..._____ �_ _ _ h ,' sL 4' PIPE ORFCJUI`JA"...F,NT , I E� PJtN.. "„T. I; r i; _......._ 4 6 Bohemia.. NY. 1 _ _ _ r s i i _.-.« , ,.,...._. P 171 -26 8 . . f i i , Wti MANE,, - 6 1 TJrC „. 0..._.. 5' tr1fN.,. 1FT. I ii , `;': INV.1t',5 •. .».,.....4° Phone: (631)589-6353. Fax: (631)589-8705 : ___....... _._._.._.._,--, _4_,__,_ E-mail: INFO@PWGROSSER.COM f R t I 11fr .;,;z';, I I EXILT?"Di.�,.PVC EXIST. il.: t� 1'f A. MONOLITHIC - i f I BAFFLE Yl-tl I vc - I S 14'Or;; , : .: i t I _- f ,.XIS .4"D.A.DUCTILE----'' },'.�`{ '� i _ ),:. I . Ett. J;. �r �` «�,._ L.., _.......__..........._...,__ ._._,_.i..- Ft.0',af J r:;f H 40 FORCE MAIN O E t1 II`J C NSTRUCTED UP TO 1[ _._. I.:,,.- ,. , i i I. „ , ti t ITC' sgc,4 MI]I E <;; ^A( r J P: rI } - IRO J RPE F HED Mi1J. I I ,r 1 _......_........_....---_...___.._......___....._......_-._._..-_._. _._..._._. .... O:. . 3 C -� ,..., ; ; . 1 F 2 rl ,, 4 FT t ' ' I ' � ,, � i '� ;� 12" I {-•--- � ELI:" CONSULTANTS 1 nt I i.. i i �•.. �`` i' Ar _._....._ Ry\ 1 EXIST 4 DIA, DUCTILE IRON'I I"rf L. I , -_TNROUO� FOUNDATION ,4"1 FT MIN. �;R�� � I, I 1 I F" t I { INV ...-.,._...A....._.._..R_.-....�.A.:_.,.._..•..R.._. .....A�',.I _ EXISTING BUILDING FOUNDATION EXISTING HOUSE CONNECTION DETAIL EXI�:'I ilAG 4' DIA. PUMP STATION DETAIL (PS-1) EXISTING 4' DIA. PUMP STATION DETAIL (PS-2) EXISTING GREASE TRAP DETAIL EXISTING CONCRETE SEPTIC TANK DETAIL SCALE: NOT TO SCALE - SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NTS NOTE: NOTE: 1. SLABS,DOMES,COVERS TO BE PRECAST REINFORCED CONCRETE,TRAFFIC 1.SLABS,DOMES,COVERS TO BE PRECAST REINFORCED CONCRETE,TRAFFIC BEARING BEARING AASHTO H-20 LOADING. AASHTO H-20 LOADING. 2. DESIGN CONCRETE COMPRESSIVE STRENGTH=4,000 PSI AT 28 DAYS. 2.DESIGN CONCRETE COMPRESSIVE STRENGTH=4,000 PSI AT 28 DAYS. 3. OPENINGS TO BE 24 INCH MINIMUM WITH WATERTIGHT AND INSECT-PROOF 3.OPENCAST] CI TO BE 24 INCH MINIMUM WITH WATERTIGHT AND INSECT PROOF LOCKING LOCKING CAST IRON COVER. CAST IRON COVER, 4• PROVIDE A MONOLITHIC CAST OF THE BOTTOM SLAB AND 1 FOOT OF SIDEWALL. 4•SEAL UNITS WITH BUTYL RUBBER JOINT SEALANT,SEE JOINT DETAIL. 5. SEAL UNITS WITH BUTYL RUBBER JOINT SEALANT,SEE JOINT DETAIL 5.DUMMY RINGS SHALL BE UTILIZED TO BRING COVERS TO GRADE. 6, DUMMY RINGS SHALL BE UTILIZED TO BRiNG COVERS TO GRADE. 24'DIA,FDJU_'I;:i:;LE,IIEAVY DUTY LOCKIN /u:!Ef,'iCAN MADE, --24"ti' ki4 At^%D!ITY-LO(,KING CAST CAST ii,.ihl I"F:/i Ii n COVER 24'DIA.,ADJUSTABLE,HEAVY �// iRO`J FR"I'AF 8x COVER(WP ATFR TIGHT #4 BARS @ 8" UTY LOCKING,AMERICAN MADE, ; Itd 1F(;T DROOP r- O.C.E.W.BOTTOM eeuM B CHAMBER Voume al (;RADF(�7r"ti.SHE;=TC^101) a imenta.0n hamber 27r CAST IRON FRAME&COVER __ _____._._____.-__._..-._._-.._ _. _ __ GRADE 11.5 naerobic FlRratron Chamber 278 RS @ 8" f -M o�'vV« ,�..-.1'S. _ -� -- #4 BA IEE ":� t erobtc Contact Fgtratfon Chamber 278 / u--- _.....- - - Iangcation Chamber 63 O.C.E.W.BOTTOM •I.,.__....::..-,W COt1C''w:TE; MRUFT PUMP , isintection Chamber , GRADE 11.0MAX, i ; ✓ n i': r .w CHIP,°`1: ,� ,� ® INFECTION Total VoWrne 74 ' fl'"�'. GYLINCER(OKIONAL) "KOR N-SEAL"BOOT OR / d > I APPROVED 24„ �.`�\�� � :' B` PINLET OUTLET PIPE KOR N SEAL'BOOT OR / _ 2 " , ~n ,€- i .L SPECIFICATIONS ///• ..c� _ A A Boats bite Aerobic Meru PVCPPP/ E " ,B•`/C 24` ,� I EQUAL(TYP.) -------- r� L ! / 4 • �, li/..C.I.,,',DGO1,� 4°f,"IN..) INLET AerobWMedie PP/PE A/F'PROVED y A. - FFLUENT Blower 28 cbTl EQUAL(TyP. ------ ,:> „7� �.. -"�-•-_••- ' Tank FRP 1'' ) 4"DIk PVC PIPE INLET RAF 0 MR EIFT PUMP ' -^'�'�--� Piping" PVC/PP/PE 2"0 FORCEMAIN FOR 4°L)I'r�,;',,' Acc-SCovers Plastic I Cast Iron INLET Disin ctam O tiona Chlorine Tablets a / SANITARY WASTE \-(fiL ii 1by 2-IWVENT RECM.PIa xi (CLEC""A l��ENRKe J 12'MRMTAVE -----r- ��' : B PRovroERurEaeae 4"C PVC PIPE ; IR l ('...:__..:.____.._..-._.__.-__-...,._ r 1 - RLOWOPENNO(rYP NECESSARY 4"OPVC PIPE DR-18 LET;-I..-... ',[� (..:! Ir�:INV.9.56 ItJ%.U.tir:l�r UJ!UPlIT -= _: INV.9.11 INV.9.01 TO ;:,[..:_I C 7 C"I I °- MIN PLAN VIEW (SDR 18) 1r MANHotEWORENCo 2P MANNOIE WORENCO PACCE89 COVER r,� F ? r .. 1 RISER ANO Br1FETYCMTE RISEN ANOSAFETYGMTE CYLINDER(OPrIOf/Al) INVERT FLVl1�.�1t��3 I ry I 4l GRADE11.5t aMFECTpN LOWC"ENa40 FROM FUJI SYSTEM MIN (SEE SHE ET✓-1Ci I t 5, EXIST.LEACHING POOLS ) n C J ` (_�. / '04• �+ L,I4 t„_.) ...,-�..t j G� t'itA„ __ BOTTC%i;, '15:V.t;t _ - _ RGTYPE EXIST, OJ PVC PIPE CONTACT MEOVI 1.1 �,.I / t yr � .,, �• 1 �� COVER 4 ,:I v Ci t..--1.. ,_..(' _......-�__-___...__._.._..P \/ (4"0DR PVC PIPE m 4"(d PVC PIPE INV.9.1, 1 t tPr BOTTOM ELEV.8.42t \ Ru r-. [. 1.-3 DR 18 ) FROM EXIST. coven is 7 I t: l C:=:.1 L_3 t� L t C:3 L i s m ® INV. g EeweuuTorl i l L 1 C::::=t [ i -1 C..:. C'7 E.j 001; �, INV.9.36' SEPTICTANK Ir. Off 0 L� 1, E=3 cI Cl rf U•.. t 'AIR LIFT PUMP 2 y t +•1F r-�, .'.�, � :I � 4 DIAMETER MANHOLE r I ICt L7, (::::? ':: 1 C�_7 C.�" i"�7 C�t Cam; [�'['. • . ... 11. 6't,7:N PwNLTE�ATIt;;N I SCALE: N.T.S. ERGMC MEol4 6' DIAMETER MANHOLE ,�• : rJC_I rw;-: (-_�:�� t:� L".Y,7 C_::...., LM::. ,_.,..., I... [..I INTO/,vIR~.�iP�,;Tt�AT,, ♦ }{. r-' r ' i _ ( i,_J L.._ ;LL_ C_1'Gi '. OF$AND F GRAVEL RATIONA99ENBLY I 1 -It LJ t.-...I 4«._,1 l.-. .I..-,. ....:,�...-,_.-..-.._...._......,....«_,....,..,..«_.__.,._.._._.__....,....�- NOTEs: SCALE: N.T.S. 1. ALL MANHOLES SECTIONS SHALL CONFORM TO A.S.T.M.C 478,LA'fCS7 REVISION STANO!',RD!i''i.l ,.. i. utI SECTION A-A VIEW BOTTOM EL,4,96 SECTION B-B VIEW i- 1(Y DIA. -'----- • 1 \� PRECAST REINFORCED CONCRETE M.H.SECTIONS. NOTES: ',f TO,GROUNDVVI? ..TER r 2. MANHOLE RISER SECTION TO BE FURNISHED IN 1,2,3,OR 4'HEIG1i i S AS REQUIRED, 3. MANUFACTURER TO CERTIFY THAT MANHOLES DELIVERED MEET ALL REQUIREMENTS OF S.C.0 I' =1 f GROUNDWATER ELEV.-2.0't 1• ALL MANHOLES SECTIONS SHAH CONFORM TOA.S.T.M.C 478,LATEST REVISION STANDARD SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE M.H.SECTIONS. \ 6 4. LOADING TO CONFORM T AASHTO H-20 LOADING 2. MANHOLE RISER SECTION TO BE FURNISHED IN 1,2A OR 4'HEIGHTS AS REQUIRED• \/ /� �\ / \\\/�\/\� �/ 5. REBAR TO CONFORM TO ASTM A-615-60 Fs=60,000PSI 3. MANUFACTURER TO CERTIFY THAT MANHOLES DELIVERED MEET ALL REQUIREMENTS OF S.C.D.P.W.SPECS. \ \ \ 5 6, WELDED WIRE MESH TO CONFORM TO A.S,T.M.A185 Fs=65,000PS1 4. LOADING TO CONFORM T AASHTO H-20 LOADING .. BA"KFILL.WITH 4 7. CONCRETE TO BE 4000PSI @ 28 DAYS 5. REBAR TOCONFORM TO ASTM A-615 60 Fs=60,000PSI _m _-__-___.__-._......_....,.....,_....,...._.._._......._...._...,__.___ .....___..__.� -_._.__.._..,....__.-___w.__-..__.._..__ CLEAN SAP1Q&GRAVEL 8. FLAT SLAB TOPS(NO JOINT)MUST HAVE TOP&BOTTOM STEEL. 500 GALLON FUJI CLEAN TREATMENT SYSTEM - 6..WELDED WIRE MESH TO CONFORM TOAS,T.M.A185FS=65,000PSI RIC-HEST EXPECTEDGROUNDt,IA-iERELEXIATION-2-(,''' 3 7. CONCRETE TO BE4000PSI@28DAYS CGIdFIRIi�I I IoFF�s;SGS DEPTH TO iiillU�UJA]ISi R t11EG",tl H 2 MODEL C EN5 8. FLAT SLAB TOPS(NO JOINT)MUST HAVE TOP&BOTTOM STEEL. 1 REVISED PER SCDHS COMMENTS 04/07/22 SCALE:NOT TO SCALE EXISTING SANITARY LEACHING POOL "OTF SCALE. NITS BAG I. REFER TO THE DESIGN CALCULA7!ONS FOR THE fVINIMi.11' [:F-r-ECTIVE DEPTH OF T,PL LEACHING Prol 2, THE CONTRACTOR IS rA:P,VISED THA 1'•THE EFFECTIVE:DEP T t1 I NOT THE ACTUAL DEI'Thi 01'TH:LEACHNG POOL, LT 04/01/2021 THE CONTRACT:�R SHALL IN I;T ALL ADa T1C)NAL"DUPIAP:1Y Rlti: AS P-FQUiR"D TO ACfa'tnVE THE E"r=E TIVE DEPTH inECIG!_D BAG AS NOTED 3- DESIGN CON�CiR TE CC''NIPt2ESSiVE STRENGTri-4,000 PSI A r 2&DAYS,AASHTC H 20 LOADING. OLD MILL INN 5775 WEST MILL ROAD MATTITUCK, NY 11952 _. -'° '.',:':•` ,War:, ti;,:;: � _ 9peclticetlonn 1 _ _. _ h.•. , r 181) Air FlowYoIVeN - 2, - -2.8 -100- D MILL INN '.. 1 .•��.i lv: ri,�:i 5•a-; }.�+.p r - - { 'M•` ti r„ �M r�C60R1 MAC�Ii WC;�RI I 2.2 I I e.8 ,r N Grcuh Alarm Circuit Breaker Carbon Filters Norwat Pre•our• -- - - - - -�� RPa In 18 la w Safety . ( Rated Votta e V AC120 Breaker Float Swltch,Pressure 5witch, Test/Normal/ yg gx,3 I Fr.auene N: e0 AirBiower Test/Normat/SilenceSvAtch Silence5wfth Riser i t rater Applications Genera[ POwel CPaeuwptIn, w 37 51 7a SANITARY SYSTEM -...__.._......._..._._.-.._.-....._.._. -..... ..- _.,.__...._.- lne APpr•x 11 ApprPr ti APPr ox 11 Interco Carbw Furs reduca to odor of s w gams in rave air- The Owco Catbrn Fghx altarlioo to Yarn r7pr will a sgp Ot.The _ -_fJf__ _ we I on t s-- - CircuitBreaker "In .. - T on APPro .a APProx.6 eppro..s t p Applications i c.•;,L:i khtl g8pplkarlg 4. VrBaIF6 C�SBInry 2W99A7N ntaA�mSfd Or lH.91XR k- w Wilt Pipe olanete Incn 3/4' Extra component if 'a aqe.Crvbdr redacenent"Micro wig be bawd oar To wilume W '"' - Power Cord Length Incn e'2' -.,'!. Alarm Beacon C4enco's ran-tbrrocfing p,pycnp¢�'tc aai r:uy grates Imi i7lw(te i.,;e; .a strentiW or "10 soubtxxi Me Rler.Cation recharge necessary,such as , -'' ;,'y; al Writ alxe53 nsar,Wt'elp Pere�l;�c;ta;,:9s irLYOF:i:;rj late 111c t:.; Was,adapter buntings,aM custom Area are a%olaab. c"antr pack- a oiwerlgin Eda000 discharge pump) •�..�t „_;: tank openirg.They ate sized to ft rr',,i'Aia fib"Pe,fla-Lai'. Waaller CaO '.' r.-,:� ■ tease' DES ., .. _:I w,r,.a offer 00, ,en45 al the (..;t<>::5' p9+'.»n, ,e,e<a,••rx..n.,,>. .rrak.r.:,a.al<e-A<+ar,»�a-- ter„-,.-.yN,af to FLO.w epitiVE wt,ris5rs. owl .�:L";;,:a'1r;f:�„�-,I;IGt. ® ® Retaliation/OperatlooGWiple"4ad•Wtaei MAC80Ril Standard Models met•u elerer•e iawled Solid Sae•.Doug•daeuet.ratlfetlow r; 1]:.;.,.. '?t ;•{:-•.r', '".. t,: . Carbon •hd/retort ag•l aat Sleet Baa11011, AC120V 60Hz Ambient 68°F ed'Ii i•.L aOttti'll lli 3'181'le tpl)(. -I"eg•et""d eleae Internal air tiff Rr aria erarr 3.onlnn. 4.5 •- - . Pressure - »`s¢, a-,�--?�:,, .i.:.:;:i..,_ ,,,.�.�,'.a:':•uL:n;Oe Rec•.n•nd•1eMraa./"sire ea•.Hr rellaaNnt•et••vrr Nary T \ ����isi� 12"a"r^e• 5775 WEST MILL ROAD t#' ,:`too � !,1 �3 ore � � �.�". � iNoar•an a.pnrev"riu unvn R•Aua"alo-mop rancruo.l 4.0 Product COdf.Diagram -Paau wn•Sere b rgllNl r1e Inirurl la"M"ua1. Rise;s:tcry•5,rata n>°se detm7 Steven Rate ri 3.5 �{ ° cF MATTITUCK TOWN OF 0 T:: .': r 3.0 S U HOLD ' } P "' °� SUFFOLK COUNTY NEW YORK a e a a lx oarml 3'�.'r ;,,, r:r.. ,-. iFt.d000l.: Tr as 1 ayprewaW) i:i 25 y"'n'' CF31:f4 GtdaR• A It'!,( 1+,� it fir':,F., .._ ` e R Po _ �^ t._.. cNnmmN 2.0 .. Y+'ealaa'CRI- I r� r-• 4 t.11 (':.". 1• lo-s teen ice") ri - , ,t. - x>.C,�3.•'r.,. ( i $ y iut wx Terminal Blocks P' _....- _..._ ! Materials of C Q '` 1 5 1000-101i-6-3 I&4.1 TLS2102 d Materi Construction / - -' '!? ;" :v4:f ;' <-tv a`"�, ter t se+aETaw-- aanr•Cnr ASTtil.CF4)Heraw"O(i, NEW 20AMP,1 POLE BREAKER 1.0 " CflfDNi Gavdm aaMa.f EnrvO�flalad prMn To be hardwood carbon e, e 120 VOLT, 0 t ° 0.5 - O 1 SERVICE TO i_i i'Y to the control t 1r`, t sir .r,5 t _ .'l.• fi�i8 RG2RG24 fMw,shg IN redtMM PVC u penal og, t k " : _- 2c ace, aazs sa i to aril _ ;: ' ! SIT.N pww earo yNM FUJI CONTROL PANEL 4 3 a• 4 ale• 0.0 --_._.�_---- d -- -- - nol vst.B, to 0.0 0.5 1.0 1-5 2.0 2.5 3.0 3.5 4.0 Wirth Diagram , ';� ': 1' I'"' >;, +7 ;i'_ f , nc;G119, eo:•1': '!�',{{}e''' 2#12,#12 GRD IN 1"PVC CONDUIT Horn x, ri'-' w 2)y4 afiftal- SaeanPlaw. - Pressure[PSI] , Specdications 'CIRCUIT Alt drawingweileurentents In laehes(gre). ET LS Performance Curve RG.'4 rnr..'x,r., rare -...__.._..__ ..1._.J... Olmenubna CF3 CF4 CFB !BREAKER' I METER t' g -1 ;ino; aO.oWsi FUJI FUJI MAC CONTROL !PANEL ' A tf w e,m�BnM 10 25b i2>tt,a is t+esl 80RI1 = -�. .P.r-„ «��„ r••Tw,• ,...; ,. -�,.,::n<< '.x N•nev GTd frrtawnv Ykrw(sfd� - - -- ----- PANEL �_.. -.L FUJI MAC 80R11 BLOWERS DETAIL �- t f x r - t,::, r" 6m Mlm; - f 15(el si -t hlse n__. 3',alal.�l s2' r$ % oM l� s(tdes -as illal�ahnsRi• BLOWER NOTE: i� , •' _- -- SCALE: N.T.S. ` '•.:I' - Curtin *M.eefki: 0aio41? - 1.6rbt3) aon7a) � ..-.E,,.GI CJ,.Nt)R;:iC1 1) BURIED ELECTRICAL POWER iLs M M teaAw, 014 0.14 0.14 _ CONDUITS SHALL BE A MINIMUM 01 ? :;x;`1;';;:;" v : v» s.-pus-e•wn•mreww"amr-.a" 24 INCHES BELOW GRADE. ; 2) ALL ELECTRICAL WORK TO BE WaterttgMs Incoming,Air Groundin Block y t , ' ' ':+. PERFORMED IN ACCORDANCE Pressure Tubing 4 'p. _, WITH NEC, 1 Neutral Block " ELECTRICAL ONE LINE en, CRkn�trowiddP, E DIAGRAM a FUJI CLEAN CONTROL PANEL DETAIL " '"` ` 'e" ' jun,.'ro1� SCALE: N.T.S.Olmw 6rr1-e1-,$14 More,Aft.Sugalnr.09974191Po Mt-44a-994I.$41�bg-44411•.rwo.ae <am IRP .-I r NntaF'eerr7,�NaY7fWa7•f:sr •,,pJ:•:':-,.:r'u=ray+C'Yp,gtl,�.sl a..1A.4an7 Mp t all `•► �' SCALE: N.T.S. RISER SAFETY Cf' 0 2 � `� I �. t_}' `I"AIL +►tern •rra.ae�.r. r4 or, SCALE: I`l i i .r e.�•.:- ... . .+ ate►�1 ''J . e1 •`�Y EPA' t ENT OF HEAL'I4 SERrlIC+ES CARBON FILTER DETAIL E: APPROVES SCALE: N.T.S. 2 V 13 RZ PSCE NI.MBER;�• boodrwr 3 ,> 2 2 :L r, SEE 011"ANG#,,, ,,�,,,,,�CIF�? , °Of2 S�ECtAt. �O7"�D►TIU14 S u' LI µL3 'S� 'IAL5a r TLS2102 W , M• anti "'�Wra! ;�» �' a; ' •�- 4 wAarwe.wan-"..•.Iww•A .eiirlY i�wYwM9.aer wlwwwaMeNrr••�w�..wr � � . :. !.7 d x,c a� 9,fST C OROAD: NAUGLE• ,�'�� 51e ,m w Row _ �•:� DRVESSE =�t6ob L.F. ,O R.,xR ooD,roeD.,°B .. )' SCk.MAIN, PWGC(�` arosssmN+SY oaiASPEsaail�ss � .. 11 ' ��•LL-y� FNDNOCVSLiIWiWK DOfAR%w , 'I CLIENT DRIVEN SOLUTIONS Vy • >tr&"��� - - P.W.GROSSER CONSULTING ENGINEER _ .AND NYDROGEOLOGIST,P.C. 5505 WEST MILL ROAD 1 SCTM#100a106E-1 - SITE (IMPROVED W/PRIVATE WELL) °'fOa"w LS9 • ruNwLrANrs �X - ENsroRw"'�""°°' VICINITY MAP 5 -t'-600• 0 600 1200 SCALE 1•-600' ENGINEER'S CERTIFICATION REQUIRED 5775 WEST MILL ROAD SUBMIT P.E.OR R.A.CERTIFICATION 1 SCTM#100a106.6-2 FOR INSTALLATION AND CONSTRUCTION (IMPROVED W/PRIVATEWELL) OF UAO—S.AEan6wm .fPr .We0.6ReW ,,Wag SeE •eT+�.O�� 'C•,( ,�O FOR FINAL APFRovAL.USE FORM WWW073. _ o„t Aurts a 6R GRAME.]o<F �v �,d PROP..D9,tx,NxD,E GRumFA*�E�Dy�wr , SYO•,T''•.\M F195T.FORCFAWNiORSANFART TrtlIIBBBISIIYiI°WWCUYrpNS.Sm16RFtAP06 5780 WEST MILL ROAD T'''- _ OeEip1G�ttc r�os 15 EAST MILL ROAD yx ,Mn SCTM#100a106$13.4 •F Ssd�• �� va SCTM#100a706-4.2 ,6F Is°n.,/sm 16PnrsnFT.a sr'°�W1"°'r (IMPROVED WI PRIVATE WELL 't �•T' w - oP.rou coacEuue (IMPROVED WI PRIVATE WELL) sots/•msux w9rsun s. Op+ -�\ OmuaECrrO Ensr.PoarFsaw mDm . OR&WNAarWASrE Jm+ SO I0.L0 P y\ -. NsiAcxnxr rea sanaD '�.�, \b\ 1: __ soAo isaullam � .�r�'/�'� \N 8�6255. V' �sr.GREasE vw�sum-R�inP w•�mEaaoma,,. To N'A TO a[uaN (tYP OFEIP00.ro a�EUFux�� •\T .I�y(.. W SJ.�;�a \ � - '/ rtowammmtr\N O oo+ t� ruwFuau tmesvumas 1, a -- __ •1v- C` PRoP.FlM a .wAUnirt/.s.n.iwww,E ROw u,ovaY En5nN 5—ICT—TODf '�1. Ifaol r..nIF+N50si.]`u ovEo \ ♦ av�B awEa� H �n/Ma �mDy.n m�".� Icim PRDP.e Dv.uAnxacE •�\- ., ]..mwv » PrRRF°APiuo-nirtor- rFrn �s• s'lo .i.1Y o 615 p7• ggg _ `±.a�+ tRaa�suarN+rnon.rn9rsD Ensr.&VLTARr uNES TOPaoP. NuawlEro 9EaENavEO t'£ t�.ir moo• mPBPn � \.e• ww Ensceou erruoum oPtnK _ o ro*.auxx,Ra..Brm e.c CREASE TRAProaDu,w nu .\ �,, c+ 6aEE New.aaTwNFOR snsr.maa - v +•; w-ma niFu.ersuw�PxovzErav�nmmrv. r6t]0000EPrH SEPnCTANa ;r O' M51NOLOMES MI 5T15 WEST IIILLROAD l BO EAST MILL ROAD 3omvrsu% •w MATDTUCK,NY 11952 C�VI '"QFAtA1R 1P1E ° _ �1" \ 6�53Go SCTM#1000-106-4-3 r� OLD MILL INN P��1ECTaC •ss f x, `' S• (IMPROVED W/PRIVATE WELL) ' 5102 WEST MILL ROAD w•G1R90NCLTEa '{ ., �OI, - --EASEMENT No. 1 rorko�GYi,aP..B�.,�N=1:dxaFl�D.1xA1�P• SANITARY SYSTEM SCTM#100a106b-5 PROP.coxaecnoa IMPROVED W/PRIVATE WELL TO EnsnxcsEPtw I%�� `�-. tr,iI1. (SEE DETAIL) oD 'G;;,„iWaF.,�„P,.,,E..r.P.t.i ,�.R,.>m9n. UPGRADES m5wsT( )ruxw,aEANour s ' ? .j 6nsr.a-B mE6FRNC6 aosEx EnGT.t6RSf0aY f iAv ru"tE.dmn vaaoESKw MATT CV TO OAO '� YI 't r� 3 En5r.z0wATER arroisc,.xaa.aoOo.Pu• NATRNCK,UNIY.N SOUTKOID STORAGE BUItDNG WINO ` ,/.�/. -L r SERVICE xems7ci0•Pnx O+D• BASENENrroaEBAM SUFFOLK COUNTY.NEWTORK E-1]s ,, �� t y Y -_ ovosmwNKm usux s°@uttn�osereG°OSs ius���E.oT.eiw.s.tnnass En9f.r DIA fOR(ENMVFOa I � iWERAltxt TANa TO 9AMTPRY WASTE TO RENA& / fa PRO us®w"mpu,w+rxx0aradaxxxvc PANE - �Sr.rO1A.FORCDNJNi011 �v �. �FF,WVED HEN w0.5YE i0 aEBNN - - •y. {`':•B I.' N PaOP.t BOB N• e w OVERALL i ANT REiuw J }'. NN. EEXI—ertN:E— a,vd m,Vao.N SITE N2. ' PLAN �s , ,y9 . ...•.... .v. `EOf NEP� OVERALL SITE PLAN EASEMENT No. 2 a W 68.70' IaDToeE 1 - _ :�� six ogpt SCALE-1'•29' (SEE DETAIL) S B"DB'2O• v .....e C-101 0 20 40 Eui50i.taroRrFMUE r .oTumxxroo+cmxu µ-m mm.e ,..�a.�`pIM •`i L• .i SCALE® PROD Txa00N6NO fLOW evrs ,rur•.a� .yrora•eim° w � ,, 1 2 s� uDEDI sxxuxuvoxwso.Waxxs m. � + "T[SSNo TLS2102 q) R R /� scNr. luwaanseu �J s omsslmxvA aPlwamlussu - . PWGC 4 s o aA55urATrn � a CLIENT DRIVEN 50—ONS J \J� P.W.GROSSER CONSULTING ENGMEER �� K 3 z' ANDS ROGEOL�GIST,P.C. 5505 WEST MILL ROAD scEDW1PR-1061�IVATE ENGINEERS CERTIFICATION REQUIRED SITE (IMPROVED W/PRNATE WELL) - "•'� - . .soe..renmsmmrcar SUBMIT P.E.OR R.A.CERTIFICATION ETA 3 S9�' FOR INSTALLATION AND CONSTRUCTION OF VAONYTS,Abdaneo—entorPdvatewell,&Ret3lningWall VICINITY MAP FOR FINAL APPROVAL.USE FORM WWM-W3. sc4E , wa 0 600 1200 Y \� SCALE:'"=600' \w 5775 WEST MILL ROAD ` 1 \k _ SCTM#1000-106&2 usa:emEs vn n.no (IMPROVED W/PRIVATE WELL) \ ¢fENVA=nNimrm K .� En RAn�� S�Rw.®CMS \ O� Nl4nAnESWR�WYRPoI.0.H1nGR5R6fOVDf1OtE.3NOG19 ' ' 4'\ ,� 5wnaanvlrR:asunrmnae 5780 WEST MILL ROAD n'\�\ rmw a ou.ure,oat 15 EAST MILL ROAD crsaY9rAnwnA�nxu snx ra smaMm� SrTM#1000-1066.13.4 4' SS3\� ( SCTM#1000-106b2 In Is¢nJ/ea Imo/snrT.oa sw umsfow (IMPROVED W/PRIVATE WELL) LPN �Jpo,fw\k \ o (IMPROVED W/PRNATE WELL) sun/.msun 5n'amn Naol t*Hof OFNEEN O, \� \ t)d C uai�®RY.I•SaStOGPDMAFPW io5me6ERnlwfNNm *>� GC � • ? � \ \ tl gBj65e w TR�mTSz¢� IwEsaEnuxwaRn � Evssr.soan.erssEso.omTx a, .� \ rr�wATERsra rs+raounuRn I�6s�ooesmREsen+ eaM10.E / � NRROL PAfFi � an¢nww suir�aww n.9+naw niFRnrW.v v�nT� �•LO]15.�� N \6 �/+ID mArcai Y� xsE IsnnJ/va I.+Ws¢n.ox«�Icvu�wi5lwnn/T.w m \ � sun/easias moAun _ WyA ��s m m w m mo 9� aaounswuRTRar,sm M 5mm zs �iwmwRxr°OAwm�sRrR'�os�iswnnarEE�xuwfwaFrs.ous+c�ms��no�m nYV a<T �Y51x �^` = ^ , N �� RWxNa2YtMArOt.1RE DE'T.iOrsCEruwr9R3w - my M ��T' nowEEnsrow semc— •ao5 -._"�,�..,. ` o•�a� sv/eT3��� Asa t pm 6 N'Ltj 1�L� —To—°�"------ _ �_ T ,o am5 �?f N v' s� oem w.e.sfr al�,wc ufw.r:.�aw. ` ca.Taa uovf mxw-ea rx. DID MILL INN �ry STT6 WESTMILL ROAD __�—____ ___ _Y �`• OO'W 80 EAST MILL ROADosrw-,r�cr-mao NATTrtOCK NY 1195t "ONTO ScTM#1000-1064-3 OLD MILL INN 5 (IMPROVED W/PRIVATE WELL) �� nlw"v i:etO1eivm .smew..sa�e.� 5102 WEST MILL ROAD SANITARY SYSTEM SCTM#1000-10685 \ r+ss. w-Puar:ds. EASEMENT No. 1 (IMPROVED W/PRIVATE WELL)rRor f 5/' (SEE DETAIL) Ram - res¢unranrvmva-sa¢mv=ttna UPGRADES EA41SVCSEPiq BGtµpm R.wy ST/SV/UC&Ta R0A0 5 Si9fn m-tiresu�iwn-wiPo uo•1ov.samslcm•fw.wu9- SUFFOLCN.TOWY,MEN YO NOLO n��.TS To w1 Q amw rarm:i.cmw•aun SUTTOD(COUNTY,NEW YORK RFC-1¢5 REIenVFA TNet TO 9p COxmfsys.mmuyMS'cwnS.•IDaas FFE W PRme'e® a®rmmmu.m•a 5aa5vswTsuc FYiST.t9llfeRtF3WHfM W /6 �' - artxwnsrETOREsuw N e OVERALL sT.olmezw,w. ioR Nx �52pO N� RnMYmApxMda SITE € N6 or zt 2l c.:, F]puea ez.,m, ( �� wanGwSn bLne.aWbT. PLAN 29 )�4 YCHnd bN eI.�MLrriav - ,1` 016111n31-Sriy Im.M •..v. � - OVERALL SITE PLAN W ca.7o' EASEMENT No. 2 /► SCALE.•1•e 20 (SEE DETAIL) S SWOB-20' .�+m. C-101 0 20 40 SCALE® a1o` 9A nxo now sawunn�-man anus+�P`.�,',.r�I�n w:ie. 1 2 - '`' emmua,usvmw.,tiwmo�wn wrw ... .. TLS2102`: PWGC CLJrNTDRrVrMSOI,—ON8 W.GROSSER CONSULTING ENGINEER AND HYDROGEOLO GIST,P.C. =t EXISTING HOUSE CONNECTION DETAIL EXISTING 4'DIA.PUMP STATION DETAIL(PS-i) EXISTING W DIA.PUMP STATION DETAIL(PS-2) EXISTING GREASE TRAP DETAIL EXISTING COaC-R�MSEPTIC TANK DETAIL s S—M—E scnLL ---AT—E P P4'0 W ­APE SEWER-SEWER CROSSING DETAIL M M F 110N -LO NG F_ SLUE.xOT TO SLUE PROPOSED HOUSE CONNECTION DETAIL IN* -==/J 092523 Fi r�7 71 7i T 4'DIAMETER MANHOLE S—T- 6'DIAMETER MANHOLE —0-0— EXISTING SANITARY LEACHING POOL 700 GALLON FUJI CLEAN MODEL CEN7 �T OLDLL MIINN 'S WEST MILL ROAD i. MATTITUCKNYII952 Carbon FlIteM OLD MILL INN iscrSafelyGrato SANITARY SYSTEM TIK UPGRADES VER MATTITUCK TOM OF SOUTHOLD SUFFOLK COUNTY,NEW YORK v- DETAILS ion=, p FUJI MAC 10OF116BLOWERS DETAIL C_ TTo ELECTRICAL ONE LINE DIAGRAM SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FUJI CLEAN CONTROL PA RISER SAFETY GRATE DETAIL BuexorlosweCARBON FILTER DETAIL APPROVED C-1 02 REFERENCE NUMBER:C-21-0373 SEE DRAWING 01 OF 2 2 2 REVIEWEWS INITIALS:ALC TLS2102 ^.0 SITE: OLD MILL INN JOF 5775 WEST MILL ROAD _ MATITUCK.NY 11952 SCTM#: 1000-106S38d.1 `� ` , )7 PWGC GROSSLOTAREA 0.341 ACRES OR 14,839 SF i BUILDING CLASSIFICATION: COMMERCIAL { •� \ f�• P j - CLIENT DRIVEN SOLUTIONS GWMZ# ZONE IV(600 GPD/ACRE) •\ - jti, " P.W.GROSSER CONSULTING ENGINEER ,_- AND HYDROGEOLOGISP.C. 5505 WEST MILL ROAD 63GJohn=onA.ren=e..SuROTT P SCTM#1000-106-6-1 ENGINEER'S CERTIFICATION REQUIRED SITE 631)58a"NY.+m(631)B (IMPROVEDW/PRIVATE WELL) Pnono: 6-261 (s31)se0s3s3.Fa=;(wt)5ese705 E• 11:INFO@PWGROSSER.COM + CONSULTANTS 159.70 9r SUBMIT P.E. OR R.A. CERTIFICATION ` FOR INSTALLATION AND CONSTRUCTION PROP.76FEXTENSION. WATER MAIN I/A OWTS,Abdandonment of Private Well,&RetainingWall EXTENSION. OF - VICINITY MAP SCALE: i"= 600' FOR FINAL APPROVAL. USE FORM WWM-073. 0 600 1200 w� w\ SCALE: 1" = 600' k 5775 WEST MILL ROAD \!y SCTM#1000-106-6-2 ALLOWABLE SANITARY FLOW: w l�� (IMPROVED W/PRIVATE WELL) 'C. SITE AREA=0.341 ACRES PROP.SPLIT RAIL FENCE GWMZN=6WGPD1ACRES - ALLOWABLE SANITARY FLOW=0.341 ACRES X 600 GPDIACRE=204.6 GPD h' ' GRANDFATHERED SANITARY FL OW 3 PROP.4'DIA MANHOLE 7D•3j, !y GRANDFATHERED DENSITY FLOW CALCLILATIONS-SCDHS RECORDS 5780 WEST MILL ROAD f\ 15 EAST MILL ROAD SUDG.AREA SAN.FLOW RATE SS\ SCTM#1000-106-4-2 USE (SQFT.)/#OF (GPD/SO.FT.OR SANI(GPD)TARY AW SCTM#1000-106-6-13.4 y f• (GPD) 2 ///'''PROP.2'OIAFORCF_A4AIN (IMPROVED W/PRIVATE WE SEATS OF SUPS GPD/SEAT) OF NEW (IMPROVED W/PRIVATE WELL) �� `''po / CONNECT TO EXIST.FORCEMAIN Q�E J'0 per• \ / FOR SANITARY WASTE RESTAURANT 50 10.00 500.00 �°t ,•d1DREW C �� H• Total 500.00 +1'0s O GRANDFATHERED FLOW=5D3.00 GPD ACCORDING TO SCDHS 1992 APPROVED rj2 PLANS UNDER REFERENCE NUMBER Clo87-011. 66A656 UPEXIST.GREASE r l'oW TRAP TO REMAIN ° PROPOSED SANITARY FLOW: EXIST.I O'DIA BY 5.5 EFF.DEPTH d\h, 3? PROP.WATER LINE LEACHING POOLTO REMAIN s! \ - JS.�'� 00 Q �� (TYP OF 6) •e" 0a PROPOSED DENSITY FLOW CALCULATIONS-SCDHS STANDARDS 092523A PROP.6'DIA.MANHOLE " \ F T4 h' PROP.FUJI KITCHEN/GREY L4 • CONTROL PANEL BLDG.AREA SAN.FLOW RATE SANITARY FLOW WATER FLOW KITCHEN/GREY 4% /y AND BLOWER USE (SQ.FT.)/#OF (GPD/SQ.FT.OR WATERFLOW ;X � SEATS/#OF SUPS GPD/SEAT) (GPO) RATE(GPD/ (GPD) OR GPD/SSQ.FT.AT) E Restaurant Ist Floor 45 30 450 20 900 16r y Rertauvant•(2nd Floor) 1,482 0 0 0 0 / G °• L` J6. a J '*; p0 p �^ Seasonal Bar to S.Go 50.00 2.5 25.00 6 PROP.700 GAL.FUJI CLEAN 4 1S.,�L cs+ °t Total 500.00 - 9MOD 5 TREATMENT UNIT-MODEL CENT O. ifs O N 6 �50 ; F-� 4 >;? O PROPOSED SANITARY INCLUDES LOW=500.00 3 REVISED CALCULPIER CONNECTION 01-1 EXIST.SANITARY LINES TO PROP. r O,` `'�`S 'p m SECOND FLOOR AREA INCLUDES EMPLOYEEARFIS,MANAGERS OFFlCE,CHANGING ROOMS ASSOCWTEO WITH THE 2 REVISED PER UPDATED CANNECTION OtAIYLI MANHOLE TO BE REMOVED 5 ° ty 0- G RESTAURANT.SANITARY FLOW FROM THE SECOND FLOOR IS ACCOUNTED FOR IN THE SEATING ON THE FIRST FLOOR 1 REVISEDPERSCDHSCOMMENTS M07M (TYP OF 2) ° • 1 $• UP EXIST.FOR CEMAIN FOR SANITARY TBWMIN BAG - WASTE TO EXISTING SEPTIC TANK 7.8' =t'z TO BE REMOVED O SMIN 50, 100' 'N t�-T 00- GREASE TRAP DESIGN LT o4/01PO21 EXIST.B'DIA BVS LIQUID DEPTH MIN 10'MI TOTAL DESIGN FLOW=R25 GPD O Q BAG AS NOTED GREASE TRAP TO REMAIN 87• i \ S `Y' O-0 �/i f9 +' 3 REQUIRED: 025 GPO%1 DAY FLOW=925 GAL O (5'MIN -�1,: x OLD MILL INN EXIST.10'DIA O 5LIQUID DEPTH 7 •V+ {,� EXISTING: ONE(i)4OW BY5000m DEPTH GREASE TRAP=1.SOOAO GAL SEPTIC TANK TO REMAIN IN \r,�\\ V' i'rY:4*. 5775 WEST MILL ROAD �" s SEPTIC TANK DESIGN MAT7ITUCK,NY 11952 f 52 p' � 80 EAST MILL ROAD TOTAL DESIGN FLOW-925 GPD O\'�W ro °oo SCTM#1000-106-4-3 REQUIRED: 925 GPD X2 DAY ROW=1.850GAL OLD MILL INN PROP.FUJI CLEAN AIR LINE = 1..FP 5 9 (IMPROVED W/PRIVATE WELL) EXISTWG: ONE(1)IVDIA.BYO000DPM DESEPIICTANK-3,0WGAL. , 5102 WEST MILL ROAD PROP.ELECTRIC LINE 0.7 PROP.2'l7i VENT LINE VAOWTSDESIGN SANITARY SYSTEM _ 1 'III IN • TOTAL DESIGN FLOW=500.DO GPD 1(0.04 X 5W.80 SF)GPD=52240 GPD'SCTM#1000-1)6-6-5 W/CARBON FILTER EASEMENT NO. REQUIRED: 52240 GPD UPGRADES (IMPROVED W/PRIVATE WELL) PROP.CONNECTION O `, ` (SEE DETAIL) PROVIDED: ONE(1)FUJI CLEAN TREATMENT UNIT.MODEL CEN? AL 700 G TO EXISTING SEPTIC - ` 1 - - 5775 WEST MILL ROAD TANK WY CLEANOUT SANITARY LEACHING POOL DESIGN EXIST.1 8 2 STORY - � TOTAL DESIGN ROW=1p25 GPD•(ON X SM110 SF)GPD=I.W.40 GPD' MATTRUCK,TOWN OF SOUTHOLD STORAGE BUILDING W/ [[[___ SUFFOLK COUNTY,NEW YORK O NO BASEMENT TO - REQUIRED: L447.40GPD/15 GP0.5F.OEM SF REMAIN LTJ EXIST.PROPANE TANK TO E%ISTING: SM(6L10'DIA BY 5.5'EFF.OEPM LEACHING POOLS=+,036.ZO SF 1000-IG6-&3&4.1 TLS3102 FFE=13.5 � I - BE REMOVED .. EXIST.2°DIA.FORCEMAIN FOR i •uns�DFaRAnORIONU RowP6oM ExIST.sTORAGEeunD4NG , SANITARY WASTE TO REMAIN T �I N PROP.4'O CIS EXIST.2"DIA.FORCEMAIN FOR KITCHEN WASTE TO REMAIN a- U4 EXIST.DUPLEX PUMP UO / U+ OVERALL STATION TO REMAIN - leg; 52 \ tP Revised Plan Approved 9t222023 (TYP OF 2) - - N SITE Nt /0 Expires 9rz712025 I. - `J m Water lines mwt be inspected by the 1 F F 111117.10 PLAN s. Suffolk County Dept.cf Health Services. 9S Call(631)852-5754,48 h-in sux,!ACry Orpartnrcnt.rnr fin 5wi:a •9 'l Appm•.I for Ca w.n 1m,-M.Than<IngicF 11, �y ,p, --�� _ - advance,to schedule impection(s). OVERALL SITE PLAN - ABANEXISTDONED ONEWEL TO BE �Tu�rN m m'p '•a� . ■/�_ EASEMENT No. 2 e w fi8.7o' ABANDONED k1") -1 01 ?((SEE DETAIL) 5 64'OS'20 ]1,> 1 .n.w'6w", morPn<,rawmew,axr.n,hmxlt SCALE:1"=20' GENERN.NOTES: c""m,'Dr;.nmw,or Hram xms v.mo Man to,.vn RiT O 2O 4O EXIST.tSTORY FRAME J ALL BANPROPOSED PIPO:Q TO BEPO SOR18.EXLEPTWHERE MOIGTED. wPPkufom axnpr d pul. eg Am a .m!_ ryy 2 RARYSYSTWSIA MWSTAILED WRH MAGCORDMCEALL weu rcxz or Ixt of deuL.eomwerbn iv rcyoircd m br in SCJXSPEWMEMENIS xw,dxue nvh Ihr mWaJHamit waaa,.v.w>d.Pp (2 GARAGE TORE MAIN 3 ALLELEVOSEDSAREMRAINSe nendvd,,uNm.pcficalh wvnd by thrD<pnnmmb Th!.. d. 1 2 ' SCALE:1"=20' (NO BATHROOM&NO FLOW 4. NO PPOPOSEO siORMORAB:E Y4THM 1BOf THE PRDPQSEOSANITMY eaPlres!mars frvm tk nppmw dorc,mJm ntrnded ut rn„-..ea. suAVEv PRODUCED) sYBTEAL maEss DTHERA1BE showRON RAMS. _1,,,__ ��j� � �S• PLANAND SURVEY IMFC M TON FROM PLOD BY NATWW A,, -AF (JQ' v TLS21O2 `$ TARWRYIM N INiO SURVEt'OR DATED JOIY 28.2DD8. AporJ Dur -a �S ,IF I Tt-0.1 PF" Pl- -E-�T1 C��IAOUI GAP A—,GRADE , . �: PWGC CLIENT DRIVEN SOLUTIONS P.W.GROSSER CONSULTING ENGINEER 1,W 4'1 I:sl I AND HYDROGEOLOGIST,P.C. 630J,hnson Avenue..Sufto? FyS---DIA DUCTILE 1170.4 PIPE Bohemia.KY.117168618 IHR-DuGjl FOUNCA'ION phone: (631)589-6353.Fee:(631)589-8705 IN L E—fl: FO@PWGROSSEP-COM CONSULTANTS EXISTING RUII DING, FOUNDATION EXISTING HOUSE CONNECTION DETAIL EXISTING 4'DIA.PUMP STATION DETAIL(PS-1) EXISTING 4'DIA.PUMP STATION DETAIL(PS-2) EXISTING GREASE TRAP DETAIL EXISTING CONCRETE SEPTIC TANK DETAIL SCALE:NOT TO SCALE SCALE:NOT TO SCALE SCALE:NOT TO SCALE SCALE:NOT TO SCALE SCALE:NOT TO SCALE xOiE NOTE I.SLIRS.DOMES.OOvERSTO BE M�T —BE—G CLEANOUT CAP AT GRADE 1.S�S,WMB.C�MBE�TWNPORMOK�.�Ft MaftOHQ0LWNG. 2 X==NC=0"COMIPWRE=Sl`REI4G-4IQB3II5IW2B— LDESZN��StTSTFIEMGlBH-4.000MAT28!)A� 3.OPENWWTOBE24NCHMMMW WAMRROM"NSECTiROOFL=NG LCCMGWTI�C0VER. 4 m GRADE 12JD± 4.Fl—IEAMOMO CWTOFTHEBMOMS�B�OIFOOTCFSEM� .MAI 0.10.37 DUMMYMCSSI-LBE�TOMN13�STOORMIE. CLEANOUT FLOW T; n-lol. PROP 4"DIA.DUCTILE IRON PIPE SEWER-SEWER CROSSING DETAIL THROUGH FOUNDATION SCALE:NOT TO SCALE WALL@ /Fr MIN. IFA: INV.10.60 —4 EXISTING BUILDING L.. FOUNDATION --T PROPOSED HOUSE CONNECTION DETAIL SCALE:NOT TO SCALE 24'014,A)AWABLE HEAVYI•w of UTYLOCMG.AMERICANME. ,rE gaiutsigr =TRONFRAM&COVER G LOIKNG.AMERIM MADE. y 49 O.CE.w.BlMOM RON FPAVE&COVER GRADE 11.75 "ewvis@r OICEW.BOTTOM GUDE11j) �01141SEWBOWOR APPROVED �OR�-SEW BOOT OR EOIAL(TYR) vlzW APPROVED EQU&(ryp.) -------- "10 -092523 GRADE 1111 tGM11 111 OR 70 FORCEMVM F COROPPE MEI MdTMWASM (SDR-181 COPVCPPE INW.101111TORtifitAff 4-0PVCFVE(DR-l8) (MR-18) "NV-"'18 4—, F— W.9.11 FROM 1`113 410W DR-18P9112 SYSTEM INV.10.18 4V PVC WE 4-OWCPIPE EXIS'T.UMCING P INV.BIW 0 DWATMME 9.B� PVC ME 9.11 7 FROM MST. 6 O SEPnCTANX 4'DIAMETER MANHOLE 0 3 SCALE:NOT TO SCALE -HICHE� -ECTED Gn(-U%D!�;j7F ELCVIATION-,.U' REVISED DA D CONNECTION i01-1 Bo 0 COME UDIAMETER MANHOLE Y-,ltRVE-EP I REVISED PERCOMMENTS I.w- -1. SCALE:NOT TO SCALE SECTIONA-AMEN' 17 1 SECTIOI V 6 V,E EXISTING SANITARY LEACHING-POOL R— 6 —ZTMO�--&AlEaTI—M—C—FOR 1407 TO SCALE RAG e. —Ta—uu— BEW:ffC0=UX 4._70- 1. 700 GALLON FUJI CLEAN TREATMENT SYSTEM-MODEL CEN7 LT- 04101/2921 SCALE NOTTO SCALE BAG AS NOTED e.W—Nomem—np&eama— —si—Q.— OLD MILL INN 5775 WEST MILL ROAD MATTITUCK,NY 11952 OLD MILL INN 7 1 Carbon Filters Riser Safety Grate SANITARY SYSTEM App6 Uaes UPGRADES 5775 WEST MILL ROAD TITUCK,TOWN OF SOUTHOLD WE MAT TO COUNTY,NEW YORK 1000-106-&3&4.1 TIS2102 R,4N,MIsdc—`fiao .................. -------------- sledhomeo DETAILS T1 FUJI MAC 10OR11 BLOWERS DETAIL �., ..... �_-����- - a�Wu�tseawia.�wuw aF SCALE:NOT TO SCALE 7-L Waeamw Eo- ELECTRICAL ONE LINE DIAGRAM SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FUJI CLEAN CONTROL PANEL DETAIL ....... SCALE:NOT TO SCALE SCALE:NOT TO SCALE MRISER SAFETY GRATE DETAIL APPROVED F SCALE:NOT TO SCALE �: C-1 02 -f CARBON FILTER DETAIL REFERENCE NUMBER:C-21-0373 SCALE:NOT TO SCALE SEE DRAWING I OF 2 2 2 REVIEWER'S INITIALS:AC TLS21021 "PILO] 2 N ilk hylffipLol 110 LN3 M [01 k SITE; OLD MILL INN r•.'. 5775 WEST MILL ROAD N MATTITUCK, NY 11952 SCTM#: 1000-106-6-3&4.1 GROSS LOT AREA: 0.341 ACRES OR 14,839 SF L BUILDING CLASSIFICATION: COMMERCIAL CLIENT DRIVEN SOLUTIONS GWMZ# ZONE IV(600 GPD/ACRE) P.W. GROSSER CONSULTING ENGINEER v AND HYDROGEOLOGIST, P.C. 5505 WEST MILL ROAD 630 Johnson Avenue. . Suite 7 SCTM# 1000-106-6-1 SITE Bohemia. NY. 11716-2618 Phone: (631)589-6353. Fax: (631)589-8705 (IMPROVED W/ PRIVATE WELL) E-mail: INFO@PWGROSSER.COM s _ CONSULTANTS PROP. 765'WATER MAIN EXTENSION. VICINITY M A P SCALE: 1" = 600' 0 600 1200 SCALE: 1 " = 600' 5775 WEST MILL ROAD SCTM# 1000-106-6-2 ALLOWABLE SANITARY FLOW: .� (IMPROVED W/ PRIVATE WELL) .� SITE AREA=0.341 ACRES GWMZ IV=600 GPD/ACRES O - PROP. SPLIT RAIL FENCE ALLOWABLE SANITARY FLOW-0.341 ACRES X 600 GPDIACRE=204.6 GPD ° � PROP. 4' DIA. MANHOLE GRANDFATHERED SANITARY FLOW S ,0• c °00 °' �4 15 EAST MILL ROAD GRANDFATHERED DENSITY FLOW CALCULATIONS-SCDHS RECORDS ° � 5780 WEST MILL ROAD S a SCTM# 1000-106-4-2 BLDG.AREA SAN. FLOW RATE SANITARYFLOW 4 ° USE FT(SQ. .)/#OF (GPD/SQ.FT.OR SCTM# 1000-106-6-13.4 ti `530 d ° ° d d F x01D PROP. 2" DIA. FORCEMAIN (IMPROVED W/ PRIVATE WELL) SEATS/#OF SLIPS GPD/SEAT) (GPD) (IMPROVED W/ PRIVATE WELL) �S° 00A, ° \a ° a ° N/OSOt�T CONNECT TO EXIST. FORCEMAIN >?� ° ° WN OF FOR SANITARY WASTE RESTAURANT 50 10.00 500.00 ° �° V ° TO I Total 500.00 �''^ ° ° d ° +OO ECK , GRANDFATHERED FLOW=500.00 GPD ACCORDING TO SCDHS 1992 APPROVED Lr A � ° °° 6 J! a PLANS UNDER REFERENCE NUMBER C10-87-011• 6 o �``' �� ° ° EXIST. GREASE d ° ° , �6� N� / �� TRAP TO REMAIN �S tioK 1 O PROPOSED SANITARY FLOW: ° d �OG.c °�C'S• EXIST. 10' DIA. BY 5.5r EFF. DEPTH ° a S d 2° PROP.FUJI LEACHING POOL TO REMAIN _ a `-°VER"EAD Wt�Es �' 23' ° ° 4 O CONTROL PANEL (TYP OF 6) ��' �.N `� d °d8 ©O'er ° e9sry O� AND BLOWER PROPOSED DENSITY FLOW CALCULATIONS-SCDHS STANDARDS PROP. 6 DIA. MANHOLE q / ° a / BLDG.AREA SAN. FLOW RATE KITCHEN/GREY KITCHEN GREY ° ° PROP. 1" SANITARY FLOW WATER FLOW ° c ' G� a USE (SQ.FT.)/#OF (GPD/SQ.FI. OR WATER FLOW N d a , . o �� oEQ DOMESTIC WATER (GPD) RATE(GPD/SQ.FT. " d `�^� ° `' SEATS/#OF SLIPS GPD/SEAT) (GPD) d � j o0o S�Ee� LINE TO TOWER �I'�"� OR GPD/SEAT) ) my 'i C 1 s I G cp qi� ° 0 / o? P sgTF ° ° 5 Ki _goo PROP. SPRINKLER Restaurant 45 10 450 20 900 ° ° Z "' °NR _ oE� RISER TO BE°� ° WA' RIP(. / H � Seasonal Bar 10 5.00 50.00 2.5 25.00 4 ° / y LOCATED HERE �� Z 6 ° d ° ° ° c( 5,_,!; 7 0� o d Total 500.00 - 925.00 6 t���' �`, ° ° of m m (p, 2 �' Total Design Flow 1,425.00 PROP. 700 GAL. FUJI CLEAN t 1 try `z 5 TREATMENT UNIT-MODEL CENT P' ° ° ° ° O, 5 T,off W N 6 1�0 0 4 ° m�o� a ° . ° O < (�a� O 9,3 3 REVISED PER WATERLINE LOCATION 04/25/23 EXIST. SANITARY LINES TO PROP, $ m� ° d O 0Aa Vl t� 2 REVISED PER UPDATED CONNECTION 01/06/23 -� ° d ° m� O v�• o PROPOSED SANITARY FLOW=500.00 GPD MANHOLE TO BE REMOVED I r, � ) ° ° S' O I 1 REVISED PER SCDHS COMMENTS 04/07/22 (TYP OF 2) � j V ° gzc 0�65•• Number Revision Description Revision Date , l` L\ 0' t� EXIST. FORCEMAIN FOR SANITARY T z��$ 8'MIN �° d °° ° W ° 4. ° :A A, .1, � � A Designed By Date Submitted WASTE TO EXISTING SEPTIC TANK Wd BAG TO BE REMOVED ��T o 5'MIN o O� Too TAs t?� p Drawn By Date Created 5.0 10.0' 0 2 ° 'o�c ` GREASE TRAP DESIGN LT 04/01/2021 EXIST. 8' DIA. BY 5' LIQUID DEPTH '� MIN 10'MI O, W w •O�' TOTAL DESIGN FLOW=925 GPD • ° ° d .° N O Approved By BAG Scale AS NOTED GREASE TRAP TO REMAIN �� g.T °° ° ° ° °° O,,Os Client \ EXISTING: ONE(1)8XDIA BY FLOW 'OL QUID DEPTH CREASE TRAP=1,500.00 GAL. EXIST. 10' DIA. BY 6' LIQUID DEPTH r s' O 5 MIN o� T�NN OLD MILL INN 7 ° °G ` m$ 5775 WEST MILL ROAD SEPTIC TANK TO REMAIN "IS MIN = - ° zm - ;, ayoc G �6s cos 09� �� SEPTIC TANK DESIGN MATTITUCK NY 11952 o00 �oG e�°• 3�' • 80 EAST MILL ROAD TOTAL DESIGN FLOW=925 GPD ' pDST0o Project p7,W, -1- �5 NG• 0' SCTM# 1000-106-4-3 ' -t / oG�� 66° REQUIRED: 925 GPD X 2 DAY FLOW=1,850 GAL, OLD MILL I N N 13g \ ° �E ° �� o ��q �g3 7 `' (IMPROVED W/ PRIVATE WELL) EXISTING: ONE(1)10-DIA,BY 6'LIQUID DEPTH SEPTIC TANK= 3,000 GAL. PROP.FUJI CLEAN AIR LINE w ° s 5102 WEST MILL ROAD PROP.ELECTRIC LINE ° ° �1 ° I/A OWTS DESIGN SANITARY SYSTEM s. 6 0 ° =���Q I' TOTAL DESIGN FLOW=500.00 GPD+(0.04 X 558.80 SF)GPD=522.40 GPD' SCTM# 1000-106-6-5 PROP.2"0 VENT LINE 3. 22•� ° -- �� �, -'N 1�'• N- EASEMENT No. 1 UPGRADES W/CARBON FILTER o a ° ° IMPROVED W/ PRIVATE WELL ' " --� ° ° N �� REQUIRED: ONE GPD F ( ) g9 x' � �_-� m � •4� � (SEE DETAIL) PROVIDED: ONE(1)FUJI CLEAN TREATMENT UNIT-MODEL CEN7=700 GAL. PROP. CONNECTION 1�6 a Ell N ° a , o y�°� Project Address: TO EXISTING SEPTIC 3.4' G a $` �� ,d 5775 WEST MILL ROAD TANK W/CLEANOUT ,o Ao c o ° ° FQ SANITARY LEACHING POOL DESIGN EXIST. 1 &2 STORY �o m� a J ° o TOTAL DESIGN FLOW=1,425 GPD+(0.04 X 558.80 SF)GPD=1,447.40 GPD• MATTITUCK, TOWN OF SOUTHOLD' STORAGE BUILDING W/ Nq 2 �Ld, PROP. RPZ HOT BOX SUFFOLK COUNTY NEW YORK NO BASEMENT TO F 8 a° /9/� ° �o REQUIRED: 1,447.40 GPD 11.5 GPD/SF=964.93 S= 0oumyTazMapNumber. Contract Number: EXISTING: SIX(6)10 DIA.BY 5.5'EFF.DEPTH LEACHING POOLS=1,036.20 SF REMAIN EXIST. PROPANE TANK TO 1000-106-6-3&4.1 TLS2102 FFE = 13.5 dt ° BE REMOVED Regulatory RefemnceNumber: EXIST. 2" DIA. FORCEMAIN FOR o 4 ° ° a IIA SIZED FOR ADDITIONAL FLOW FROM EXIST.STORAGE BUILDING Title of Drawing: SANITARY WASTE TO REMAIN ° � 91 PROP. 4' 0 CB EXIST. 2" DIA. FORCEMAIN FOR �'o F '° '� a �• °°- 0 LA KITCHEN WASTE TO REMAIN PROP. WATER METER OVERALL EXIST. DUPLEX PUMP ° W .,..° Q� =w ° STATION TO REMAIN o °: Q 6°�j2 � ARAGE + (TYP OF 2) J °°qre,._ . N 17 SITE .0 3.4'S. \ Z N LP PROP. 4" FIRE LINEf� ° R r7� o l PROP. 2" AST d. .. o y� w \ 1 1 1 PLAN DOMESTIC WATER �� :'. o ° ° GARAGE MW LINE S v� .. m 1.4'N. NAIL J GARAG 17.0' •� p, N. Drawing Number: N ATTAu UTIU o EXIST. WELL TO BE 0� y OVERALL SITE PLAN EASEMENT N o. FENCE OCKADE FEN TMp� p0,r 8.7 O, o 4N S. CHAIN LINK FEN E 6 ABANDONED Q Q� `ftryE 9 ®IR !! `A' YY R rr _ r (SEE DETAIL) s g4°O$'20 UNKNOWN �. UN 0 SCALE: 1 - 20 OWNER = GENERAL NOTES: t- - o � 1. ALL PROPOSED PIPING TO BE 4"0 SDR-18,EXCEPT WHERE INDICATED. C 0 20 40 EXIST. 1-STORY FRAME 2. SANITARY SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ALL s Sheet of ti o n r GARAGE TO REMAIN 3. ALLDELEVATIONSUIE AERNTS. ����A� 092523 �, 1 1 WA E IN NAVD88, fa e SCALE: 1 - 20 NO BATHROOM & NO FLOW 0 5SIQ�, , a " ( 4. NO PROPOSED STORM DRAINS WITHIN 10'OF THE PROPOSED SANITARY -. ,,-_ .�` PUJGCProjectNumber: � SURVEY PRODUCED) PLAN AND SURVEY INFORMATION FROM PLAN BY NATHAN SYSTEM,UNLESS OTHERWISE SHOWN ON PLANS. W. Unauthorized alteration or addition � TAFT CORWIN III LAND SURVEYOR,DATED JULY 28,2008. to this drawing and related documents TLS 21 02 �a is a violation of Section 7209 of the New York State Education Law c�o a a 1 1 sv �N6AF�EST maw 'ti }CROSSROAD .NAUGLE q� xTMr g R,e DRI t600 L F wnnuPtw,nD fix• t� \p, a mar.0 s SC A MAINY 'w� mazstm.N. nv,.pTsoR,unu ` PWGC /•.v eG °x n, 1 ��1 CLIENT DRIVEN SOLUTIONS ,J * P.W.GROSSER CONSULTING ENGINEER AND IIYDROGEOLOGIST,P.C. 5505 WEST MILL ROAD SCTM#1000-106.6-1 ENGINEERS CERTIFICATION REQUIRED (IMPROVED W/PRNATE WELL) SUBMIT P.E.OR R.A.CERTIFICATION "s cavArAnrs ° � `597 FOR INSTALLATION AND CONSTRUCTION ,srwATER N.m OF VA OWTS,Abandonment of P,ivate Well,&Retaining Wall VICINITY MAP ECIDlDOR FOR FINALAPFROVAL.USE FORM WWM-073. s`"`E'•"800' 0 600 1200 SCALE: 1' 600' / 5775 WEST MILL ROAD 1 1 SCTM#IODD-106-6-2 z, (IMPROVED W/PRIVATE WELL) ovan .¢°rearsua,Aeramv.uulvnF.t.ea�.tas.Taaemo �, ��d p1CP.apANudCAE� w.mr.nenmca,unxox °>ob,r �r Elasr FDR�wvNF°ReumARr __ ImaxsmrlDwcnlc°urmxssmwsenam 5780 WEST MILL ROAD \C w.sre ra msm+e sEmlerANR 15 EAST MILL ROAD ewLAwA saR.rwwAxre S \ ♦ TO eE REnovm SCTM#1000-106-4.2 SCTM#1000-106813.4 y `1J• use Ixinl/rar la^N'3¢p.DR S1"'nunnrnv IMPROVED WI WELL w �J' \\� R.zpA rwpTr•w (IMPROVED W/PRNATE WELL) spnl.asun tawssAn ( ) s oG, Ec�.FaxrFnuw, • e• ♦\ OR svarwr E AwAvr, » smno �' ♦ ,r \ 6�Ki.6, 6 N �_.¢ auisloa[a awut�cr�sala,®uvwwn DO`S O.,O pNAnev SO q6�F.DF➢IN 7 Rvv of b) \y . O' mrw 9 -- revwvr_mamxow_wcnu _smro__usn .--_____-- En�srwagm,cru«r¢eE � ':1 //uoe�.:rn e•j lass Iw.pana Ia0/v6.r.a '°°'RO n',uw� sun,.°rsws TsasrAn all ptOP.epA nINaC4E 2 TREaI BITMVIInAEEST�OFROF. s>s l O•� yt i; g 150` y �^t iNOPm®sMNAWRaY.s06000i9 immf tnm�m 1S ma ------ wfuf0.ET0 BEnETeOVED q 0.0oa FA x¢10DFl6tIN¢IRFA40.wNAfeiS�aNx(x i.ORom6ASSOWIEOWMTxE (rvPOFT ,a o,E 1l\ S- 2C � RF6'fxsu,f.6uNaw0.OYfNP1,lE5V6r0 6 p ffnTlNcoxnff nRSTRaOR aEs'.iseET�RAReio xRw 1°noLmN ,ncxrlav FOR C.,ORpA O nL' ^v` \s .�,. `t`i� �`t m�� vEmrwtteuonanmwut,wv uam� OLOWFSTMIURGM RG W nuTTDu KNrnes2 1. \ 0• BO EAST MILL ROAD erYiu�am�riw�..arm _ "'�f1p NA01 LINE _ ds 655�0� SCTM#1000-106-4-3 OLD MILL INN °ROPE 1Q1E �-� S (IMPROVED W/PRIVATE WELL) m vvaan voo'�xN°mc,u.•>®au. 5102 WEST MILL ROAD P'aPGz�P FlLTExRE apt --EASEMENT No. 1 „ram.Na..svr SANITARY SYSTEM SCTM#1000-106-6-5 �°"m �°N - t T a w•prr s>v,alw•wuw• _ .� L (SEE DETAIL) m„ UPGRADES (IMPROVED WlPRNATE WELL)r�°,Nxttr�a utwr° � ,+ ,'i'�I wmv° wEmiwouxw,wrtwr..�ma•T.w. OOSr..'a FIHEetANai 6775 WEST NLLL ROAD B�aw,ctEeUl Wxo IRN wArFn ,amaamao� wT .uaxagw.t�,.uw• NATTRUO(TOWN OF SOUTNOID A�Ef@RTOR- FEv tss E plans®waUun mF� . SUffOIN COUNTY.NEWYORK 6AtR�NiY�WASfETORDu4N / R OEMTOR REEiW mlW tTwna6v.avplEv°ruronv tvna6 1{r�T�` el.p20RME TMp(TO F»6fdENSG1FORC4.VJN FOR : p gE Rg�py�p r�rsmvwxmrawrmt .¢e.p.0 ••�sa1 Im w.sEronwun �• IL w tn°v.aece Revised Plan Approved 1111312M3 OVERALL D]ST.OIRIE%NVP Op" °.M ENEr.PPl FOfI WATDI f-.n n N" N.665� N N. wDxRE�mn� Expires 2272025 SITE i . \ PLAN /) c.n lsnlaua7x ae xee.� ••o / d.v.u..R uluAJ.a.p...;mlrl•• .«..- .Mm rru �-.�9 OVERALL SITE PLAN EASEMENT No. ; W EN=.wE T ____-- (;-101 It SEE DETAIL 08'2O 68.70' Aenr®a+m° 4 e e SCALE:V•2D S BC 0 20 40 Ewsr tsrDRr FRuaE rn�x,mr,wTTaaE•mx. "j' S' SCALE.® AEI¢ axOa.... �"�' 9b!(SSOW 1ra��fa` TLS2102'-t PWGC ' • t i - CLIENT DRIA EN SOLUTIONS P.W.GROSSER CONSULTING ENGINEER ' t _ AND NVOROGEOLOGIST,P.C. t .t 1 � _ _ CDNSULINr15 EXISTING HOUSE CONNECTION DETAIL• EXISTING W DIA PUMP STATION DETAIL(PS-I EXISTING 4'DIA PUMP STATION DETAIL(PS-21 EXISTING GREASE TRAP DETAIL EXISTING CONCRETE SEPTIC TANK DETAIL svaE xarrosuee suLE Nor roscus scue Nm r°snNE sruE Norro cauE .+•,=NprrosxE aE,wour rna.r cR.nE m rw.mme,� ...rc .�r.,.Ran tc�e.� � ..r.�w.crr.,.wr •..t..m..,twto..uue.�e..° � aEtW°ur �•`."•,,, � c...�+..°w..�caccrntor.�o..c.cte.,� � - co...wma..aa.®mea,,.cnct.u•� ov�ow n�n�IRwR� SEWER-SEWER CROSSING DETAIL wuL"PO10Y F�i'i0""ON cc�wr ro srxe PROPOSED HOUSE CONNECTION DETAIL ..wrroscuE / .. ... t m.1u � m.m.rewm � � �� _ rmru.o«ow.. •. •.e i _ - cmn t .. V DIAMETER MANHOLE sxEr+or roD:ME —' 6'DIAMEE ERMANHHOLE EXISTING SNNITARILEACt1INGPQ01- ` ...o........en.w. 700 GALLON FUJI CLEAN TREATMENT SYSTEM-MODEL CEN7 OLD MILL INN _ MS WEST MILL ROAD YAT lK,NY 11BSf j- OLD MILL Riser safety crate ft,,Rlters_ �.- — SANITARY S STEM N Y UPGRADES I Er—_.:���--•" 3773 WESTNOl ROAD •}4` .._ I -+,hs< MATTOUCK,TOWN OF SOUTROLD Y SVFFOlXCOUNTY,NEW YONN DETAILS _ •-__...,,_4-_ m •� I J FUJI MAC 10CRII SLOWERS DETAILY f •s• '•••^�' �xs:rnrrp suae to ` _- -"_-- ELECTRICAL LINE DIAGRAM u.m SUFFOIK COUNTY OEPARTMENTOF HEALTH SERVICES Or NTM FUJI CLEAN CONTROL PANEL DETAIL =^'�`==^ I suaE rnr r°aALE RISER SAFETY GRATE DETAIL - APPROVED C-1�2i sr'/1E rIDrT°auE CARBON FILTER DETAIL REFERENCE NUMBER:C-21-0373 1 .•'� �I 1 ! S score Nm--E SEE DRAWING R 1 2 22 2_OF Ia REVIEWER'S WiTIAIS:AC My TL52102 i5 ;NEAREST CROSSROAD: NAUGLE DRIVE — ±600 L.F. Pmc SCWA MAIN f t c E LD / Y 1� •_ CLIENT DRIVEN SOLUTIONS E P.W.GROSSER CONSULTING ENGINEER 1 i=' /`•� AND HYDROGEOLOGIST,P.C. 5505 WEST MILL ROAD tt, SCTM#1000-106-6-1 SITE Phm,:Ia��NK35T.F..:Itl�;�SM..,tlS (IMPROVED W/PRIVATE WELL) i J U _ 5 2024 _ -t °`\ I.L CONSULTANTS - 97 Building Department VICINITY MAP SCALE:1'=600' Town of Southold o®oo \ • SCALE 1" 600' \\�- 5775 WEST MILL ROAD SCTM#1000-106-6-2 (IMPROVED W/PRIVATE WELL) �\ ��- •[4� \ 4'OM.MANHd.E s X�ar�\w• � t`a;�5780 WEST MILL ROAD S \K" 15 EAST MILL ROAD - SCTM#1000-106-6-13.4 -P sd • - \ G SCTM#1000-106-4-2 I (IMPROVED W/PRIVATE WELL) ws. '�O \\'. \\ �I°Soy"�GL rODExIsiFORCEMNNFOR (IMPROVED Wf PRIVATE WELL)SUFFO..K COUNTY DEPARTMENT OF HEALTH SERVICES \ ��: : GT SAMTARYWASTE APPROVAL OF CONSTRUCTED WORKS f• 'y\ 1OT; 5 t s GATE 1/24/2024 N,S tdD C-21-0373 The se`Na Edispose;an wae-su t ec,'it DEPTH LEACHING POOL �Cc , �l •-'^ v`X?J• \ �F `��/ �� Fes- �P� e.s PO (TYPOFS) `� �: °o �'Z/", �• '�D al this Iota lar,hate een Ins.e ed al aI Too GAL.Fun aeAN \ \.� ♦?n �- 5.:. / �. T^ �, ce.lfied byl 5deaart e'1t o�atner,genc:'S TREATMENTUNIT-MODEL CENT "1`� \/ / Vl - ( .1 'mow TI _ �. a - ar„ ound tc oe s2i staacry a DIA MANHOLE � \•a k. /j // ~' \\ s,�, CRAIG Y,NLPPER i CHIEF --..- S. `ro- 6�5 01 CE OF WASTEWAi ER PJIANAGE MEN OFFI EXIST.B DIA.BY 6 UOMD • •, � w ✓ %�4 f\ ' 0• _ .,..v ....,+.C !� DEPTH GREASE TRAP ��,\ /Nam. �\N�,• ,` \ 1 1 U+ 6v \1 LIE ST]s �\• \l` � �{'�a� Nw � WESTT NLLL RDAD e.ac 1•-ilo� v���- \y t�. O J s fi p;`b w p MArr(IUOa Nrii�2 "- LT 1v:9.rsDT] RELOCATEDOUNT.1a DIA BYS - O Oy I �• )..{ '^�' "• UGRD DEPTH SEPTIC TANK Z c 1 y\ sS �O py " 9=10 1WBtO6S3N"1 BAG , AS!N'OIED " A�. `� -\•' W\ -{E�.� x GRo55LOTMFA a341AOTES 11.10W OLD MILL INN 5775 WEST MILL ROAD `✓. c.+`'v': .n 9U3DING gnSSIFlGTIDN- LOMMFAOAL s o'' .i�..\I -•�' \ »�� p" 80 EAST MILL ROAD ' MArnTUCK,NY 11952 GWM14tl- 20.NEN(fi00GPDIACRE) OLD MILL INN �• � •n a � scTM#lono-los-4-3 5102 WEST MILL ROAD _ �lj S 53• (IMPROVED W/PRIVATE WELL) _ CLEANOUT D� , �p �= t- D P+A 1 EASEMENT No. 1 t SANITARY SYSTEM SCTM#1000-106-6-5 / LT_ '� _ '• �' (SEE DETAIL) STRUCTURE A B (IMPROVED W/PRIVATE WELL) SEPTIC TANK RIM .0 12.a UPGRADES EXISTPOFIRESERVICE SEPTIC TANK RIM — 1J.0 E%IST.162STIXiYSTORAGE £ - 5775 WEST MILL ROAD t ='� MANHOLE-1 2— 21.a BUILDING W'NO BASEMENT - EXIST2.OWATER FEEDINGS _ /• SERVICE FUJI CENT 4sa 32.a MATTITUCK,TOWN OF SOUTHOLD 1 SUFFOLK COUNTY,NEW PORK .�`' ON 52.a 39.a EXIST.2•DIAFOREMAINFOR ` , , _y� WALK-IN REFRIGERATOR •�IW0.106tr3&41 �� 'TT_TOi "'TARY WASTE \ I 1 .✓� . IOIT//f1T q�' kkk,A EXIST.S DIA FORCEMAIN FOR WTCHENWASTE VTR \L w B 7' w 4OCS . EXITONUPUEXPUMPSTA _ \ ✓ N •.,°p f' \/ OVERALL �. POF2) — I ! 'N1y6654 cc \ ww ANDDRESERVI E RPZFORAIA R EXIS rD' SITE PLAN - AS BUILT n 2ys9. -i `p��OT NEWyo ..s g ti 'I'u ? y .oxTr p'Pf AS-101 OVERALL SITE PLAN EASEMENT No. 2 x „ M68.,p (SEE DETAIL) S 84.06'20"W m ` SCALE:1"=20' ' TINANON"N � 4+� Gc t z t 0 20 40 mrN2x ( >R (NOB THROO FRAMEGARAGE (NO BATHROOMNO FLOW SCALE:1"=20' PRoOucED) ,r TLS2102 y= • �� F � F F � F 1 . + L'- ' 'NEAREST` ', CROSSROAD: NAUGLE �1 sBe sNmu�a 1",sou 1 DRIVE ±600 L.F. 4 ficmc aro,rebas4.+ ,.`SC WA MAIN:'-- �� GRDSiIm AlFA OSIIAViESOR 11.BI95F ,. 3t. §'A' BUBDPfGOI55RIGrpK CWNERDNL _ .-�� _t - ` GYAQP Zpff M(fiDOGFOIAOiFa .Y �`.T "° CLIENT DRIVEN SOLUTIONS •,p ��1 P.W.GROSSER CONSULTING ENGINEER AND HYDROGEOLOGIST,P.C. 5505 WEST MILL ROAD SCTM#1000-106-6-1 _ / SITE B°n.mm•KY•1+n+ae+e (IMPROVED W/PRIVATE WELL) °poeaF�.Nc• lal'°9°"' S97 CONSULTANTS Cf Y C- PROP.Tfi5'WATER MAIN ERENsron VICINITY MAP SCALE 1'-6OW 0®0 SCALE: 1•=600' ENGINEERS CERTIFICATION REQUIRED 5775 WEST MILL ROAD SUBMIT P.E.OR R.A.CERTIFICATION 115100 1 a1 SCTM#1000.106E-2 FOR INSTALLATION AND CONSTRUCTION AnowABlFSAxITARYRme IlL (IMPROVED W/PRIVATE WELL) 'CC.. OF UA OWTS,Abanaprenentol Private Well,&Relahing Wall BREMEA=n]N AwEs 1� PROP.SPLIT FENCE FOR FINAL APPROVAL.USE FORM WWM-OJ3, cxxaM=fi00GP°O RA0. ALLOWABfESANRARYROW 0341 ACRES%600GPNMRE•201b GPD v y •fq� PROP.1'DW MANHOLE GRFNDFATNERED SANITARYROW S 2b.3T• \'� MST.FORCEMAW FOR SANITARY 15 EAST MILL ROAD GBANDFATKFREDOENSIIYFLOWVLLCUUOONS-MiN6BECO 5760 WEST MILL ROAD \� WASTE TO E%ISTING SEPTIC TANK _ .}` - M'" %TO BE REMOVED BIDG ARFA SAN.FIOWRAIE SCTM#1000.106E-13.4 y s3• SCTM#1000-106-4-2 usE IsaPr.1/POP SANn—MW .. (GPD/saFT.Oa ?3, -\ ♦- .,- PROP.rDIA.FORCEMPIN (IMPROVED W/PRIVATE WELL sFATs/POFsurs GPD/sw) (GPo) (IMPROVED W/PRIVATE WELL) S. 00. V CONNECTTO EXIST.FORCEMAW ) S• FOR S0.NRARY WASTE gE6TAURANr 50 112 500D0 Tobl Stn11D 4P\ f h• -° �. � \ G57.9 w n�ANs�uxREFRmwcM1cIGmAccalm�NcroEcoRs,s9zvwRauBn •� N EAST.GREASE 6A NW TRAPTOREMAIN FJ(IST.10'DIA BY EFF.DEPM - Q•� '� NS3•' .�W O F� PA—ED SP RY R1 LEACHINGPDOLTOREMADI •T •� - '\y�,�•' M�- (IYPOF61 •• `S,Q-00� _ _ Oa iY+ vxprosmovartY ulwwalw pmns PROPFUJI a BN6.ARGI64Ftl%F Sax.H(W/PAR Strt16F�w WAaipt/Futw NrORN/GRR EJD�SEFMCTANKTOBE -•1 - - CONTROL PANEL ,6E OF SPAR/•(Y AND IGvp��F a IGPo) BAntBp/xiFT.WAII��' BLOWER a® LD PROF.6 1A.MANHOLE - \�- - Z-.,- - 2� noD ID I PROP.JPO GAL FUJI CLEAN - ^ TREATMENTUNR-MODEL CENT °- As• \'A• - IpG`5 O\• :\1 . EAST.SANITARY UNESTO PROP. Y•\ 00 >.T PROPQ5Ml NRA OW.4WGPO MNVOUETOBEREMOVED £ °:. . OF2 ` mm -yi;0\� Nw 5 N1i 1 .. BAG - 5D.. ii i. S\, t�•T 00- `_ - TOM —FI1Yxp , • LT 049VtNt EXIST.BOI0.BYS'UOUIO DEPM O NN Os 'O '�y� •4LSRY3 GREASE TNAPTOREMAN Y V7 0.003 flAG AS NOTE N liT ES \- m ,l i-S� BEWP6IL WW%I MYRmI=10G4. NEWLIQUIOOCkT,DNFOR PTIC IOOIA (- _ O - -W \. 1�r F]6mG: m�[IUeOA B+511OLm PLmIfSFnSEmw•,Smm Gµ OLD MLLIMI BV 6'LIONOOEPM SEPTIC TANK 0 i\` sEmcTANKOE Gv MATWESTMILL ROAD VI MATDTUCK NY 11952 SO EAST MILL ROAD oTaD rx .%GPO OLD MILL INN PROP,FWI CLEAN AIR UNE O £ S'I.00 SCTM#1000.1064-3 ' PROPELECTRIC LINE S 66 530 E,Nn �I�IIIP204l BYelWOPEPIM SBBCTNIX•SOOO WL PROP.2'BVENTUNE (IMPROVED Wl PRIVATE WELL) 5102 WEST MILL ROAD EASEMENT No. 1 io:LwoLUDEyR�mY o� SANITARY SYSTEM SCTM#1000.106E-5 PROP.LOWiECTKIN - O f Y. •4ssGFo•IDMP ssvmslGPp•slrsw]• (IMPROVED Wl PRIVATE WE 11w 1 --- i Ili _ (SEE DETAIL) uo-�u mFscPo UPGRADES T -- FIaNDRs a¢mRUDEArTaFAIReRwr-IPmmvF•rmcu. •O A .vy� MST.4.O FWESERNLE +625TORY ¢. - f' P'•F SANITARYLFALHMG PoQOE6YJ1 5775 WEST HILL ROAD STOR STORAGE BNLOING Wf NO _ '- EAST.— TOY—RTa iFP BASEMENT TO REMMV - I .. E, ��t,q,. SERVICE cPG•IPnP61 m2S Mn SF1Gro- SRsp• tuTniuCK TOWN OF SOUTHOLD �+ _ SUFFOLK COUNTY,NEW YORK FFE•1]3 •-!•. ` R£OIM1HII 9015(drol13GPNS•6,].9]S PROPOSED WALK-INSIX(R IPOABYSS6F.DEPIH,FAOING FOO.6•t,WF1P4 EIOST-SDW ASTET MEN FOR - 1 �� rrY ,•�tl'r REFRIGERATOR LPOP.InG-6J 6,AI TLSLPS SANITARY WASTE TO REMAIN GIr%'" BYIST.PROPANE TANKTO pyr,SiPPPGEeALac _ ST.TDWAFORCEMAINFOR W '�- •, BE REMOVED E%I KRCHENWASTETOR 1AIN W- N PROP.A-0 CB EAST.DUPLIX PUMP d• -p0 ' WW OVERALL STATION TO REMAIN �- MST.RPZ FOR WATER R.•asdTl°nApprvwd vatm. (7YP OF 2) a,66_ AND FIRE SERVICE SITE le O�V, Fayres L' PLAN N9S ,•.I>?��a Him OVERALL SITE PLAN 6e.7o FJ]BT.WELTDBE °� _ _ _ _ ,cDFNcwy EASEMENT No. 2 ABANDONED 'Fxoxcr �9f scaE:r=2D' (SEE DETAIL) S 64'os'2O'W T 1 v,M C-101 tr D® EASTASTORYFRAME •Y Mi41IDN.Ym(YI�WMAl "'vMac„ Ix: .sw.w.r•.u�:.ounP+.a.N. DBT333 '' 1 2 I.;..F SCALE:V-20' GARAGE TO REMAINr�um...P MO BATHROOM B NO FLOW M.a4,n,N•P(in[ PFA•Rxn j'I''"j''"Oy' _ PRODUCm) (I�� ���f/�j s3,Fr,PxEaonAA•egexo xp+FIA•4i arm ...,,,.m wAeF°,La,.,o.,.i]•:,n �,O7F55101ipt i.mswlr:Ywp�wu.nm LLj 1:/ ^.;;...a o.,. /.••,` TLS2102 A U G 2 2 2024 Building Department Town of Southold OLEANOUTC-ATGRAL£ PWGC 11 In CLIENT DRIVEN SOLUTIONS Ar FL,xY P,W.GR OSSER ROSSER CONSULTING ENGINEER TZ'W-1 AND HYDROGEOLOGIST,P.C. THR?JGp NDATON EX-4'DA OWV E IRON PIPE IN,—.NY.117111461. ��ON� N. INFO@I—ROW.... FASTING BU D� CONSULTANTS F ­0 EXISTING HOUSE CONNECTION DETAIL EXISTING 4'DIA,PUMP STATION DETAIL(PS-1) EXISTING 4'OLA.PUMP STATION DETAIL(PS-2) EXISTING GREASE TRAP DETAIL EXISTING CONCRETE SEPTIC TANK DETAIL SCALE:NOTTO SCALE �l N- 5�'NOTTOS� S�:NGTTG— S�:NOTTOS —C�ATGRADE 21 A I CLEANOUT PR."DIX�IX IRON FIRE SEWER-SEWER CROSSING DETAIL R— �:�TTOSCALE WALL OP"1100 M-NG—DING FOUND-ON PROPOSED HOUSE CONNECTION DETAIL SCALE:NOT ToSCALE OCEW NY lo— GR NY r K. p,,,q T R- J 4'DIAMETER MANHOLE LI C,r5T .1-- .21 S—NOTTO—E VDIAMETER MANHOLE SCALE;NOTMS� EXISTING SANITARY LEACHING POOL NOT—ALE 700 GALLON FUJI CLEAN TREATMENT SYSTEM-MODEL CENT LT —v— BAD w --,n OLD MILL INN 5775 WEST MILL ROAD MATnTucv,NY iigsz Ga-rbo.n Filters OLD MILL INN IL LW��§afetX Grate I SANITARY SYSTEM UPGRADES 5775 WEST MILL ROAD ' i tj MATITI UCK,TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK p -M DETAILS FUJI MAC 10DRII BLOWERS DETAIL ELECTRICAL ONE LINE DIAGRAM SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FUJI CLEAN CONTROL PANEL DETAIL NOT GRATE DETAIL APPROVED C-1 02 CARBON FILTER DETAIL REFERENCE NUMBER:C-21-0373 SCALE:MOTTO STALE :f SEE DRAWING 9 1 OF 2 2 2 ex REVIEWER'S INITIALS:AC TLS2102 w ' o w majn i 1 ' 'NEAREST SITE: OLD MILL INN % CROSSROAD: NAUGLE 577$WEST MILL ROAD DRIVE - a 600 L.F. MATTI TUCK NY 11952 \'`^+ r \i SCTM p: 1000. SCWA MAINtO6fi354.i f/1 k n GROSS LOT AREA 0.341 ACRES OR 14,839 SF �y I BUILDING CLASSIFICATION: COMMERCIAL 'I k'y A"` 1, t PMC crMzd ZONE IV(600GPD/ACRE) N �rV CLIENT DRIVEN SOLUTIONS P.W.GROSSER CONSULTING ENGINEER 5505 WEST MILL ROAD a^=--• AND.HYDROGEOLOGIST,P.C. ���1 «,ig 7 Su SITE 6]0 Johnson Avenue.. ke SCTM#1000-106-6-1 U y aenemia.xr.mts 2sla (IMPROVED W/PRIVATE WELL) ` Phone:(a31)589.6= Fax:(631)589.8705 E-ma0:INFO@P W GROSSER.COM e X CONSULTANTS 97 PROP.765'WATER MAIN EXTENSION- VICINITY MAP / SCALE: 1'=600' 0 600 1200 ENGINEER'S CERTIFICATION REQU!RED SCALE: 1" = 600' a— 5775 WEST MILL ROAD UBbrilT P.E. OR R.A. CERTIFIi TION SCTM# 6 2 � (IMPROVED W/1 PRIVATE WELL) -)R INSTALLATION Am-,CONSTRUCTION ALLOWABLE SANITARY FLOW • ,�� _ PRI 1 OF I/A OVvTS,Abandonment of Private Well,&Retaining Wall SITE AREA=0.341 ACRES t-^,r` �' !'. ? GWMZ IV=600 GPD/ACRES - �O PROP.SPLIT P,AlLFENCE t CIR '. 1NALAa�_;_:^Vk. US= FOR(L4);'�V`4M-0;3. ALLOWABLE SANITARY FLOW=0.341 ACRES X 600 GPD/ACRE=204.6 GPO PROP.4'DIA-MANHOLE ' GRANDFATHERED SANIrAR1'FLOW S \ CJ 'o-3\E k WAEXIST.FORCEMAIN SE SANITARY GRANDFATHEREDOENSrfY FLOW CALCULATIONS-SCDHS RECORDS 5780 WEST MILL ROAD S. � k, - WASTE TO EXISTING SEPTIC TANK L 15 EAST MILL ROAD\ TO BE REMOVED BLDG.AREA SAN,FLOW RATE SCTM#1000-106-6-13.4 y .5 IN � SCTM#.1000-106-4-2 SANITARY FLOW (IMPROVED W/PRIVATE WELL PROP.2'DIA FORCEMAIN USE (SO,FTJ/#OF (GPO/SO,FT.OR (GPD)`�s "oo, �\ (IMPROVED WI PRIVATE WELL SEATS OF SLIPS GPD/SEAT)CONNECT TO EXIST.FORCEMAIN ) FOR SANITARY WASTE RESTAURANT_ 50 30.00 500.00 Os - !{� $ GRANDFATHERED FLOW=500.00 GPO ACCORDING TO SCDHS 1992 APPROVED 'x•/\ N 6 A(15 EXIST.GREASE PLANS UNDER REFERENCE NUMBER C1DB7-011. ry l670 LJ TRAP TO REMAIN EXIST.10'0IA BY S.S EFF.DEPTH \s3? \5r O y PROPOSED SANITARY FLOW:LEACHING POOL TO REMAIN FG•-�+ (TYP OF 6) PROP.FUJ PROPOSED DENSITY FLOW CALCULATIONS-KOM STANDARDS I s a I EXISTING SEPTIC TANK TO BE td CONTROL PANEL J 8U)G.AREA(SO.FT-)/# SAN.FLOW RATE XITCHEN/GREY SANITARYFIOW KITCHEN/GREY WATER FLOW MOVED ` {j• AND BLOWER F� ; USE OBE ROOMSF (G SOR (GPD) RATE(GPD/SQ.FT. WATER FLOW GPD/FATL ORGPD/SEAn (GPO) V Restaurant llst floor) _ 30 220 20 qq0 PROP.6'DIA MANHOLE 22 75 225 0 0.00 PROP.700 GAL-FUJI CLEAN J6. ta: O F' '�Z �` Seasonal Bar -s '•:Z.ElO�••_:r+ 5 50 2.5 25 i _ / ,_ y2 0 I z w rocal 49s a65 s �-----1 TREATMENT UNIT-MODEL CEM jS• < 'j'• O• 4 E16 O`, , � �+ -- 5 [REVISED CALCULITICN37.YD FLOOR p3/3n2S /3 ' EXIST.SANITARY LINES TO PROP. O 'iq4�; 00 N 15• +1 1� PROPOSED SANITARY FLOW=495.0 GPD < REVISEOCALcuiAT12N ND BOOR-12K1623"' MANHOLE TO BE REMOVED - 4• y4a y ] REVISED CALCULATION92HO FLOOR.09I1523 1 " OF 2) 69' O. 1 REVISEDPERSCOH COMMENTSRON 00417= e'MI ` W LIN o za IIIIIIIIIIIIIIZN W / BAG GREASE TRAP DESIGN EXIST,GREASE DIA"BY 5'LIQUID DEPTH - 5"D`T s 00• `-'b''� a 00• • LT O4/012021 ELOCTRAP FOREMAN O MIN 5-a 10 °6 •O TOTAL DESIGN ROW=465GPD NEW LOCATION FOR EXIST.10'D W S MW 13 T !^ \ tP b O.Oi BAG AS NOTED BY6'LIQUID DEPTH SEPTIC TANK 0MI •OL '?®: •� REQUIRED 465GPDXIDAYROW-495GAL p £ V: - 4as:S 1^ EXISTING: ONE V DA BY SLIQUID DEPTH GREASE TRAP=1,5(0.00 GAL. OLD MILL INN 'MIN r'°,- ;� ` 5775 WEST MILL ROAD ,/� TOTALCTANX DESIGN MATTITUCK,NY 11952 PROP.FUJI CLEAN AIR LINE p MIN Q� 80 EAST MILL ROAD SEPTICDESIGN TANKROW=/65GPD PROP.ELECTRIC LINE £ 5 eF S�p0 SCTM#1000-106-4-3 REQUIRED. 465GPDX2DAYROW-930GA1_ OLD MILL INN 5102 WEST MILL ROAD PP.OP.2'O VENT LINE 1 (IMPROVED W/PRIVATE WELL) EXISMG ONE(1)10D1kBY6'UOUID DEPTH SEPTICTANK=3,DDOGAL i W/CARBON FILTER - IIAOWTSDESIGN SANITARY SYSTEM SCTM#1000-106-6-5 PROP.CONNECTION O f EASEMENT No. 1 7 TOTAL DESIGN ROW=495 GPO•(094 X 55SB0 SF)GPD=517.35 GPO• TO TANKEXISTI EANOUC 1 SEE DETAIL UPGRADES (IMPROVED W/PRIVATE WELL) TANK W/CLLANOITT � ' '" - ( ) REQIRRm: sn35cPD p MI PROVIDED. ONE(1)FWI CLEAN TREATMENT UNIT-MODEL CENT=700 GAL EXIST.i 5 2 STORY Ae EXIST.4'O FIRE SERVICE STORAGE BUILDING W/NO w. W�( I SANITARY LEACHING POOL DESIGN 5775 WEST MILL ROAD I SERVI E WATER TOTAL DESIGN ROW 960 GPD•004 X SS&SOS CPO- , BASEMENT TO REMAIN 1 .SERVCE (� SF) -ss2.3s GPD• MATTITUCK,TOWN OF SOUTHOLD FFE=13.5 SUFFOLK COUNTY,NEW YORK E PROPOSED WALK-IN REQUIRED: 9BZ35GP0 IISGPDISF-65390SF EXIST.2'DIA FORCEMAIN FOR ��' ���ILL1/ REFRIGERATOR EXISTING: SIX(6)TOOK BY SS EFF.DEPTH LEACHING POOLS a 1,03620 SF T'f$21@ ' SANITARY WASTE TO REMAIN Y` 1000-106-6-3&4.1 i br EX ST.PROPANE TANK TO •UASDen FORA 01O x FLMFROM EXISr.sr0RAr4;MUM EXIST.2'DIA FORCEMAIN FOR LA 9'I' BE REMOVED KITCHEN WASTE TO REMAIN to•� PROP..d'0 CB. OVERALL MPEXIST.DUPLEX PUMP a- E STATIONTOREMAIN OO to U' gZ V i P OF 2) EXIST.RPZ FOR WATER<J 66 N Reaised7ws APPF ed \ N .AND FIRE SERVICE w SITE 1 1 O't i _ C.rpi:n mn2ou �, J K 'IL I PLAN is iudnl4 Gunn D<p°rtm<nt u!H<ahh Scrvi«r •9�• - < Appr,m f"r l:Pnnni.tmn"Othn'rhan":,gh Famih y OVERALL SITE PLAN EASEMENT No. 2 EXIST.WELL TO BE µeie:en<e No_ G31-0]T3 Dnig _967_]5_ S�QF Nf�} s 68.70' ABANDONED /DREIy �0 (SEE DETAIL) O8'20" w 101 SCALE:1"=20' S 84' I,—:.," ,<d Mn". I nnlar:nar-h S-1, /� *� ?5 cISlEN1 NOTES Cnunn"O.�urtmmr nl Hoph Srrv:rn aamhrdv rtlatmg m wgrr ` 0 20 40 =, a+ EXIST.1-STORY FRAME I. NL PROPOSED WPWG i08E4'DSItR.19.FX03'TYR�OIDIGiFD. supple ana .mope 4nPvsal. Regardless of an I D�= GARAGE TO REMAIN 2 SAMTA91'SYSIEN BHAlJ.BE INSTALLEOM ACCIIROM10E NiMALL nautme,ea m Lvt n:anaJ.<nn.........n•.... SCALE:1°=20` scDHS REWIRENEMS. "`" va pp n hln SURVEY (NO BATHROOM&NO FLOW z Al EUNAMMAREINNAWBS «oraantt wnh rhr ana<he,l pmmn;"na,:wnr and app:,<ahl< 092523 1 2 PUN AND BURNEY INi0t09A00N FRdd PLW Br NA1HN4 PRODUCED) 4. NOPROPOSEO STORM DRAINS NOHIN,POF TNEPRDPoSm W4TARv Jrandards.unlns sp c:t6",Ilr w,i.M b�rlrr D:p,,:tmgn.Th:v.pprav4 Op p�•4.- b` TAR COfiNNNLMDSURVEYOR DATmMY78.alpg. SYSTOLWAEMOTHFRNIMEHO ONRAIE r.puc.2 yc;,ry fn,m thu,gpr,rv.:l r1.,..u=1.�..a,rn,l.:d�:rm�.cd. �OFESSIQN - TLS2102 e- Apprvval Dat< Y u E-1.i DIA.R/C ISGP 51 PIPE PITCHED IAN'r.FT TJo Pf IxL';xs.3i • •. • _>G • - :SF-�'��-� HEA,IDLTY-,OC1.IttG- •I HhSpR"�P_J\EFi�� E- -pIA.W:.rIL'^IR.1u FlFE T -.ER Tv III• ` IVALIfi Rrr-'HES NN �—E r' P T OLEANOUT CAP AT GRADE J .I 4E -v 3 EINF ED I� iDE 12.1. E E 3 3A -F?.[ • I I I Z- J•µ. 2 GIND_Pa-A6 GP.ADE 10.0. .. _Lr:.E foes I H yE 125,- I -.- PMC RL CL-cANOUT \ , o rLe,;o aRe+sv TRrf _ _ it I} s. ICIE " -1Fti].GP PE si- ♦ }]r —9l - CLIENT DRIVEN SOLUTIONS t ii F . I L aROFJSEGGLP u LE a u.E T P.W.GROSSER CONSULTING ENGINE ER-E • �' ti• I�' I P pl ie :,T rDi u-aF J/./ �;:,\ E si a n_ i >_ -L- I,la' Ix. c _I UPE AND HYDROGEOLOGIST,P.C. T [°AL.TLP ECHoFCI+.EA.,f I Dt pTIL .L f-_ _ _ _ PC F' FItJfEu 1.1• , �� SJ,_1F..E M41N IRCYF PE PIiCHELAn. I j t.,l J C tF , PIPE pR A\ALENi J < PIi.NJD ' .9N.'lfT 670 Johnson Avenue..Suke 7 r r-I EXIST 4"DIA DUCTILE IRON PIPE >''"- '+- ", I ` / 2yPRE nau aohINSS- 63.11716ns16 (f` CLn II Phane:(6311689{763.Fax:(6711689d709 THROUGH FOUNDATION I '=x TE-v UFTir 13oT EL'ce E.J EmaB:INf-0@PWGRDSSEROOM Y WALL��•+'IFT:MIN. _ BDT eLEI,aa - -} �'If;: Ia CONSULTANTS ._EXISTING BUILDING , ~ FOUNDATION EXISTING HOUSE CONNECTION DETAIL EXISTING 4'DIA.PUMP STATION DETAIL(PS-1) EXISTING 4'DIA-PUMP STATION DETAIL(PS-2) EXISTING GREASE TRAP DETAIL EXISTING CONCRETE SEPTIC TANK DETAIL SCALE:NOT TO SCALE SCALE:NOT TO SCALE SCALE:NOT TO SCALE SCALE:NOT TO SCALE SCALE:NOT TO SCALE NOTENOTE \ 1.0U85.005¢6.COVERST08E PRECAST REPffnR�p CI1NtliETE TRMFlC Ls{ABs,00A¢S,LOVERS TD BE PREG6T REMFORCEO CW1CRElE.TRVfICBFARPJG - AASHTO K3TLOAOWG CLEANOUT CAP AT GRADE BFAPoNGAASMO w]DLdpIHG 2 pESIGN OS4OLETE IXIARRESSIVESIRENGIH•lMOP61 AT 280AYS 2 DEGIGN CONCRETE COMPRESSIVE STRENGM=ACSD PN AT.DAYS 30PENNGSTO M24INpl NNINIAI WITH WATERnGHr ANO,INSELTFROOF LOO(SVG tl _ 7 OPENINSCA BEMIN[HNNNWI WITH WAIERIIC-01T ANDINEECT49900F SEAL IRON COVER ROADE MOIRONICONS 4.SEAL UNITS WfIHBM1FWBBER JDM SEALAM,SEE JtlM DETAIL GRADE12Ds M g,tt 4.MEAL AMMDLITHIL G6TOFTNET MEALINT. ANDf FOOTU SNEWALL SWMUYNNGS SHALLBEMLIIEDTOB�JGCOVERS TO GRADE s SENlnaTS WIMBurYL RIBBER JtlM SEAUM,SEE JtlM pETAIL " TEE fi pU19A1'PoNG$SHALLBE UII112EDTO BNNG WVERSTO CfVAM. CLEANDLfT TCHEN vASTE UNE . .SOP GF-E 0-IO.IS FLOW SEWER-SEWER CROSSING DETAIL PROP 4'GDDIA DUCTILE IRON PIPE SCALE:NOT TO SCALE RoUWALL @ YV%FT MIN. '_ DIA.HEA'/v GUivin;y.ING.::.si IRCNFPANE—Iii-VATER TI.HT INV.10.6D 3 rtr.ECT PR ci EXISTING BUILDING FOUNDATION I PROPOSED HOUSE CONNECTION DETAIL _ @ -93 SCALE:NOT TO 5CALE 24•CIA.ADJUSTABLE.HEAVY ..., -�r•w COIF.t+,^P'9E m L(ICNNG,AMEPoCAN MADE, f•>r•. 24'DIA.ADIUSTABLE HEAVY 'DR.13.E"IU AIIN. CASTIRONRRANES COVER .A"L UTY LOOONG.ANEPoCAN MADE, , W EARS OJ B' CAST IRON FRAME B COVER D.C.EW.BOITON s WEARS@B' - - GRADE 11,75 - O O.C.EW.BOTTOM c(i SI- -t - O GRADE 110 SEE'NE' I -KOR-NSEAL'SOOT OR e APPROVED ...w•a ,R� .•,jL'� nl''1 APPROVED 'f - °'^"�•" AP-KDROVEA1'BODT OR - = _ PLAx VIEW •r x _ •'I`r- DC - EOVAL RYP.) I i EQUAL(TYP.) IMET .4. .: ,w DWNE fS• "' ••_' •�.c�i 6-xn -v.e••+aw.: INLET ZBFORCENPNFOR 4'BPC PIPE I 4-OVC1RP E SANRARYWASTE (SDR1B1 4-0PVCRPEDRm) IN.10TOAUT IN.8FROM FU INV. p1 i0 .18PIPE SYSTEM EAIST.IEACM NG POOLB t I_ T-• r E 4'pRPEOR 4' RPE PIPEINV.1010 (DR -t8) I)R-mI E%IST:4'O PVC RPE INV.IN I m INV 80t' rn..• DR1B) r _ :C CP.%v�rl:Arc� - .. CDR8t1 T _ _ — - _ - T FROM EXIST. 5 SEPTIC TANK J F ,n- . 4'DIAMETER MANHOLE - Z ® HI-HEST e CTEDGRCJND AT P CEIArON z 2 REVISED PFR UPOATEDCONNECl10N mJasm ' SCALE:NOT 7o SCALE '- 61DIAMETER MANHOLE' "DNI-IRruc,. -R�JSGSDEPr :oGR.;.,N,v„rG.•\P'vE. _ REWSEDPER 6LOH6 COMYENT9 OIATR2 eaTTNB.AN SCALE.NOT TO SCALE °n a. SECTION A-A VIEW y SEL:ICN&BVEEW EXISTINGSANITARY LEACHING POOL NO ALLsuuwtlEGSErnWS9Iu1cOJFlPNiOAS+Y UN,UIESTPMMW STAxwRD5PEI1lC —aa GRWNpWATEH ELEV.1.6: ItCTE SCALE,NOT TO-SCALE PRELItt Q91FORCED-OETEMK..... tOhI15LNAlSIOlES G:CTIW591ALL CMfOW TO ASTJL UTA UTESTRE9IMW STMOND 9461GnIwsfOR BAG 7 MINS-ISSESSE.—M—SHEDMILTGR4xBGrsMREauIRn grtLISTREJxFORFEG PSETEMN.ff[Ilas. I.aEFEa TJ TFc pEiI:;.I.:ILJIilICJ 15:JP rnE'ANcnL�:A'cF.c:iIJE GEPrHrTH-c tE/•..MrI�FCCE W •••�� ]JMMPACIWExrocERm'IKAi NWHtlEsrt1NE MUST.E.SE MEN TS GF SJ:DP.W SPE[S. 2 Wxxam. sErnWITOSEfI1A.i—S I.U.I.—NaREOSIVEO -:L A LaM1KGTOceNWFTAA9mi-1 WxG 700 GALLON FUJI CLEAN TREATMENT SYSTEM-MODEL CEN7 uwuFAcruRERromImYTxArMMnuEsmlvEnEOMFarAJLBEwnEIrJ+Tsas.cnsw.soEcs Ec c�P D I n T. EFE.- D T �r pE :s Tw „F "T.T AS D S RE84 LGLWFOWTOAs1YA615WF•%0..41�9 C ? T_F ALL i f;oHAL LJ P.J.� JIR-P. is f �FiM •n�A sY.EIDEDYWEUEsxrocaEGRuroAiTYAffiFe6.9J59 SCALE:NOT TO SCALE JLGAMFGTG COIJFpmiMsxi9nAloulxO PCIPED „ o.. BAG AS NOTED ].LMOEIETOSC491.9019 DAY5 S FESWTO[UJFdmi0A5TMA615NF•3]�9 A cia—�s WOI®nIWSTHAN i�ABOTTW SnFl. L NEIOEDWAEME91rGCONFWITOASTYAIDFr&.W�9 OLD MILL INN 6 MT'�ETOSE.0�9Q.- ` . SMTOvsplO MMUSTNAVETOP6SOTTSu S+EEL • 5775 WEST MILL ROAD MATTITUCK,NY 11952 --`}- -'1- --- OLD MILL INN SANITARY SYSTEM P � Carbon Filters w -_ _ Riser safety Grate Gev®i �- _ ='� '� _x�N A��oMk GeeAl _ __ ' _ .. UPGRADES ..._., I _ _ ... ,m. IN Ilr--.I'1D� WEST MILL ROAD RvelMraa,Dbymn - _ MATTITUCK,TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YP ORK .,0Mji-106 rw,mo ..... ................: F MaffiIu IC9e66ueSm xEW 20 AMP.I POLE BREAKER ve, e•m •-I-•T --1 4G� r lxolaiSms "••.. I]O WLT.t05FF'Acf TO n ,.... T _ Ti -. J> •. .�• � ..._...- fw CONTROL PANEL ' _ SPv[10oSoo �oN�� nl.., A°., <, .°JA.A DETAILS 3 ••._.P59A § zm_v osm0. IPWEt N-TC FUJI MAC 100RII BLOWERS DETAIL s ___ _` ' °• SCALE NOT TO SCALE , f ' r illl q... f. ELECTRICAL ONE LINE DIAGRAM SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES �EOF NEWy �— SCALE:NOT 70 SCALE FUJI CLEAN CONTROL PANEL DETAIL " - " " -' *gyp WDREW oq* w_� O w f SCALE:NOT TO SCALE RISER SAFETY GRATE DETAIL APPROVED 5p s9 ` L SCALE:NOT TO SCALE C-21-0373 REFERENCE NUMBER: ^§ �`--- CARBON FILTER DETAIL -- --- K ,1 W SCALE:NOT TO SCALE SEE DRAWING ii 1 OF 2 fpp D 2 2 R 0 'asy ` REVIEWER'S INITIALS:AC fESS1 TLS2102 �a Y`K 0] ' NEAREST CROSSROAD: NAUGLE, SITE: OLD MILL INN 5775 WEST MILL ROAD N DRIVE 600 L. I�c , MATTITUCK,NY 11952 1 SCTM#: 1000-106-6-3&4.1 S C WA MAIN GROSS LOT AREA: 0.341 ACRES OR 14,839 SF 3 y BUILDING CLASSIFICATION: COMMERCIAL GWMZ# ZONE IV(600 GPD/ACRE) V� CLIENT DRIVEN SOLUTIONS ' P.W. GROSSER CONSULTING ENGINEER AND HYDROGEOLOGIST P.C. 5505 WEST MILL ROAD Avenue.. Suite 7 630 Johnson y SCTM# 1000-106-6-1 ENGINEER'S CERTIFICATION REQUIRED SI TE Bohemia. NY. 11716-2618 Phone: (631)589-6353. Fax: (631)589-8705 (IMPROVED W/ PRIVATE WELL) SUBMITP. E. ORR .A. CERTIFICATION E-mail: INFO@PWGROSSER.COM CONSULTANTS �� S9 FOR INSTALLATIONAND CONSTRUCTION OF I/A OWTS, Abandonment of Private Well, & Retaining Wall PROP. 765'WATER MAIN EXTENSION. FORFINALAPPROVAL. USEFORM WWM-073. VICINITY MAP SCALE: 1" = 600' 0 600 1200 SCALE: 1 " = 600' 5775 WEST MILL ROAD : .` ' ' AO `{ SCTM# 1000-106-6-2 ALLOWABLE SANITARY FLOW: (IMPROVED W/ PRIVATE WELL) SITE AREA=0.341 ACRES GWMZ IV=600 GPD/ACRES PROP. SPLIT RAIL FENCE OALLOWABLE SANITARY FLOW=0.341 ACRES X 600 GPD/ACRE=204.6 GPD colic 4 PROP.4' DIA. MANHOLE GRANDFATHERED SANITARY FLOW C EXIST.\ FORCEMAIN FOR SANITARY GRANDFATHERED DENSITY FLOW CALCULATIONS-SCDHS RECORDS WASTE TO EXISTING SEPTIC TANK 15 EAST MILL ROAD BLDG.AREA SAN. FLOW RATE 5780 WEST MILL ROAD S S a a. _ a _ TO BE REMOVED �. a _ SCTM# 1000-106-4-2 USE (SQ.FT.)/#OF (GPD/SQ.FT.OR SANITARY FLOW SCTM# 1000 106 6 13.4 �j. 32 F xOLD PROP 2" DIA. FORCEMAIN (IMPROVED W/ PRIVATE WELL) SEATS/#OF SLIPS GPD/SEAT) (GPD) ° d: ° (IMPROVED W/ PRIVATE WELL) �S° 3�Q�, _ ° : \; d N��50 CONNECT TO EXIST. FORCEMAIN OF FOR SANITARY WASTE RESTAURANT 50 10.00 500.00 TOw ° / .Q - d o -- - Total 500.00 V,O g dc°ti Q � \` d GRANDFATHERED FLOW=500.00 GPD ACCORDING TO SCDHS 1992 APPROVED d 1 -87-011.6 tf A�6 PLANS UNDER REFERENCE NUMBER C10 5b g���N�° EXIST. GREASE �� --'� ,- '',°�F a d _ = 16 w°o °o° e 3 �� TRAP TO REMAIN _ Y. ' °�\S' moo ° °Ec� oEcK �o PROPOSED SANITARY FLOW: EXIST. 10' DIA. BY 5.5' EFF. DEPTH � ` % d a °' °= d �� i-- OVERHEAT' LEACHING POOL TO REMAIN �� a M. PROPOSED DENSITY FLOW CALCULATIONS SCDHS STANDARDS (TYP OF 6) PROP.FUJI a KITCHEN/GREY BLDG.AREA SQ.FT. # SAN. FLOW RATE SANITARY FLOW WATER FLOW EXISTING SEPTIC TANK TO BE ' _ _ CONTROL PANEL ( )/ KITCHEN/GREY USE OF SEATS/#OF (GPD/SQ.FT.OR WATER FLOW Y','O _ 'd _ °� d ° /i. o' 05 - 1v� AND BLOWER (GPD) RATE(GPD/SQ.FT. MOVED '- d d• �` S�Ee ROOMING HOUSES GPD/SEAT) (GPD) �F� I %f a t T °pq wN W°0° 8�. OR GPD/SEAT) e r c SqT� °--�° - -d--"'- _ :°{ji: _ ,,5 0 � � BOG °. .!� \s 2 Eck e Restaurant(1st Floor) 22 10 220 20 440 PROP. 6' DIA. MANHOLE r " _�o - ° ° d ASONR)R�K o c, Rooming House 3 75 225 0 0.00 7 o `z 6 -d4.. ;� V�° ECK 363�P '0� t� Seasonal Bar 10 5 50 2.5 25 6 PROP. 700 GAL. FUJI CLEAN fp°52 1' x Total 495 - 465 5 Oe 0 T � 6 0 �4 REVISED CALCULATIONS 2ND FLOOR 12/06/23 TREATMENT UNIT- MODEL CENT g; : °: ° - a o °. �c$o N 15' y F`y/T,1v, PROPOSED SANITARY FLOW=495.0 GPD 3 REVISED CALCULATIONS 2ND FLOOR 09/15/23 EXIST. SANITARY LINES TO PROP. i d_ J °« �,!) to 2 REVISED PER UPDATED CONNECTION 01/06/23 MANHOLE TO BE REMOVED $ ° -_ d �+ I tt. C 1 REVISED PER SCDHS COMMENTS 04/07/22 (TYP OF 2) - `ce, - _ -. - 'd-- - �-_� � oZ � � ^ Number Revision Description Revision Date e s•, \ 1 m �C MI v1lFZUUJ L y Q Designed By Date Submitted a d = PmNY ey BAG ° 3 5.5 _ ��o�c�oP= ��O Drawn By Date Created ' _ - - ° d C GREASE TRAP DESIGN LT 04/01/2021 a 5'0 �°$ a �Q� ' W �• TOTAL DESIGN FLOW=465 GPD Approved By scale EXIST. 8' DIA. BY 5' LIQUID DEPTH C?, 'MIN ��'� ate\ d o ° d a N O BAG AS NOTED GREASE TRAP TO REMAIN I 5.0 ° ' " :; �� Client: 5'MIN t -- �' � -- - - REQUIRED: 465 GPD X 1 DAY FLOW=495 GAL. NEW LOCATION FOR EXIST. 10' DIA. _,�10 MI : 4- ;� o>- -> ��o EXISTING: ONE(1)8'DIA.BY 5'LIQUID DEPTH GREASE TRAP=1,500.00 GAL. OLD MILL INN BY 6' LIQUID DEPTH SEPTIC TANK �� ,m ° ° <� ° � °G �`'�m�=m� � x _ • °. BOG. ,�ozoG� � 5775 WEST MILL ROAD 5'MIN MATTITUCK NY 11952 SEPTIC TANK DESIGN i �� v�000 N e� 80 EAST MILL ROAD TOTAL DESIGN FLOW=465 GPD ' PROP.FUJI CLEAN AIR LINE 00 ` P°5 z5 +� ° ' 2 „ p7'W. e °� 5 0 SCTM# 1000-106-4-3 Project: / o•�. 66 REQUIRED: 465 GPD X 2 DAY FLOW=930 GAL. OLD MILL I N N PROP.ELECTRICLINE :w `39 s�E ,.� s " �° ° 5 5 (IMPROVED W/ PRIVATE WELL) EXISTING: ONE(1)10'DIA.BYULIQUID DEPTH SEPTIC TANK= 3,000GAL. PROP.2" O VENT LINE IIAOWTS DESIGN 5102 WEST MILL ROAD w N 4 : EASEMENT No. 1 SANITARY SYSTEM W/CARBON FILTER � 3 6 � 0 2' _ � -. - -d .- O �-� -� . - � ' . .::. -:'':.___s�'•���,� _..��z - __ _ - TOTAL DESIGN FLOW=495 GPD+(0.04 X 558.80 SF)GPD=517.35 GPD SCTM# 1000-106-6-5 PROP. CONNECTION _- y� y�=s: �� -- (SEE DETAIL) 0 0 ° -- o ::_:�i�:-:_ ^------------ - o REQUIRED: 517.35 GPD UPGRADES IMPROVED W/ PRIVATE WELL TO EXISTING SEPTIC a - ° ° a' :::.o_:__ _::::. PROVIDED: ONE(1)FUJI CLEAN TREATMENT UNIT MODEL CEN7=700 GAL. ( ) TANK W/CLEANOUT 6 0� v 4. ° o - o d- o :_':::::-::.-. - 5'. j „ Project Address: �o in ° . g' r " ' EXIST. 4 0 FIRE SERVICE 5775 WEST MILL ROAD 3.n _ �� d° SANITARY LEACHING POOL DESIGN EXIST. 1 &2 STORY o w o a EXIST. 2" Q)WATER STORAGE BUILDING W/ NO u o oZ o p �I�a / - o o TOTAL DESIGN FLOW=960 GPD+(0.04 X 558.80 SF)GPD=982.35 GPD* MATTITUCK, TOWN OF SOUTHOLD ,� � Z� d ��� ° ° d ° - - P c� SERVICE SUFFOLK COUNTY, NEW YORK BASEMENT TO REMAIN Ny °, c REQUIRED: 982.35 GPD/1.5 GPD/SF=653.90 SF FFE = 13.5 x 8`- a .Q -. - - = °- _ PROPOSED WALK-IN EXISTING: SIX 6 10'DIA.BY 5.5'EFF.DEPTH LEACHING POOLS=1,036.20 SF County Tax Map Number: Contract Number. EXIST. 2" DIA. FORCEMAIN FOR z a a_ . _ v REFRIGERATOR ( ) 1000-106-6-3&4.1 TLS2102 Regulatory Reference Number: SANITARY WASTE TO REMAIN d- e a :"-" V EXIST. PROPANE TANK TO �o VA SIZED FOR ADDITIONAL FLOW FROM EXIST.STORAGE BUILDING Title of Drawing: EXIST. 2" DIA. FORCEMAIN FOR ° . '. �� 1 BE REMOVED KITCHEN WASTE TO REMAIN �_P F ==` '' ° °° o°� 110 o =` try 4 ° ? _ o PROP. 4 0 CB _ :�• _° °[�� a_ a Revised Plan Approved 1/24/2024 OVERALL EXIST. DUPLEX PUMP = =:. ° �P 0 Z i W EXIST. RPZ FOR WATER STATION TO REMAIN �,o - -_::::_:;=_r:: P 0 z q CP " (TYP OF 2) v'� : �kr£.:_..° 66 A4SCE N AND FIRE SERVICE 9/27/2025 SITE 3. o �,� empires m � ---.�- PLAIN G....-.�..-... :: N rn o �D w �" ® a p...............:.::.:: ... GARAGE :::__:-_._::::::. ::: 1.4 N NAtL Suffolk County Department of Health Services ^^Ll". =:--GARAG :- 17.0' Approval for Construction-Other Than Single Family Drawing Number: uTtu 09 EXIST. WELL TO BE g NA ATTAC Reference No, C-21 0373 Design Flow 982.35 < EASEMENTN O 2 OCKADE FENNCE C�P) POLE ! �oaEe' OVERALL SITE PLAN FENCE CHAtN UNK FE 6Q �O oo� ABANDONED y �1 4.0's. ° > » O. oUse(s) 22 Seat fiesta m w/70 adAl�onal Sea onal Bar Seats,3 Boardng Rodns,8 Sto2gs BWINng Andllary o he ReSlauraniY „ _ (SEE DETAIL) s 84 08 20 vNxNowN c p g - These plans have been reviewed for general conformance with Suffolk r+ � ` s� SCALE: 1 - 20 o grNER i GENERAL NOTES: County Department of Health Services standards, relating to water ( ; o m 20 40 0 1. ALL PROPOSED PIPING TO BE 4"0 SDR-18,EXCEPT WHERE INDICATED. supply and sewage disposal. Regardless of any omissions, J 0 2. SANITARY SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ALL inconsistencies or lack of detail, construction is required to be in y k Sheet of v EXIST. 1-STORY FRAME 9 Eta SCDHS REQUIREMENTS. accordance with the attached permit conditions and applicable '' 002523 l R GARAGE TO REMAIN ! �C;' 1 2 „ - , 3. ALL ELEVATIONS ARE IN NAVD88. standards,unless specifically waived by the Department.This approvals ,. �, ;. a SCALE: 1 - 20 (NO BATHROOM & NO FLOW 4. NO PROPOSED STORM DRAINS WITHIN 10'OF THE PROPOSED SANITARY °Vi y� SURVEY PRODUCED) SYSTEM,UNLESS OTHERWISE SHOWN ON PLANS. expires 3 years from the approval date, unless extended or renewed. F$SS� PwccProJeaNumber. o PLAN AND SURVEY INFORMATION FROM PLAN BY NATHAN W W 9/27/2022 CY; I 'JtI�M'1 bfTtlt�td.+���'� Unauthorized alteration or addition z � TAFT CORWIN Ill LAND SURVEYOR,DATED JULY 28,2008, j o this drawing and Section documents T LS 2102 Approval Date is a violation of Section 7209 �o of the New York State Education Lawa. o 0 a EXIST.6"DIA.PVC(SDR 35)PIPE PITCHED MIN.%"/FT. TO DLP 1 INV.145.85 �� . . . . _ •-ate HEAVY DUTY-LOCKING HEAVY DUTY-LOCKING EXIST.6"DIA.DUCTILE IRON PIPE CAST IRON COVER TO CLEANOUT CAP AT GRADE GCAST RADE IRON VER TO OR EQUIVALENT,PITCHED MIN. GRADE(TYP.) "lFT. z 20"MIN.OPENING CONCRETE CHIMNEY RAM pI GRADE 12.0± m CONCRETE CHIMNEY 8"MIN.REINFORCED GRADE 12.0± GRADE 10.0± 24" CONCRETE H2O 8"MIN.REINFORCED 2 MAX• 24" LOADING TOP SLAB. � � •/�/ CONCRETE H2O 2'Mom• 2.5'MAX. --- --- CLEANOUT OUTLET TOGREASETRAP LOADING TOP SLAB. - - CHIMNEY --- - ' EXIST.4"DIA.CLASS 2400 PIPE 6" 12"MIN. - OUTLET TO PROP. INLET FROM --- --- OR EQUIVALENT = _ CLIENT DRIVEN SOLUTIONS MANHOLE KITCHEN LINE 12"MIN. OUTLET H H 6" _�- PITCHED MIN.Y"/FT. 14" OUTLET TO PROPOSED DLP A M EXIST2"DIA.PVC - A M EXIST2"DIA.PVC = INV.9.83 18" J INV.9.33 P.W. GROSSER CONSULTING ENGINEER ,EXIST.4"DIA.DUCTILE EXIST.4"DIA.DUCTILE FLOW IRON PIPE PITCHED MIN. 7G SCH 40 FORCE MAIN IRON PIPE PITCHED MIN. TA SCH 40 FORCE MAIN EXIST.4"DIA.DUCTILE INV.10.00 Y"/FT. %"/FT. G IRON PIPE PITCHED MIN. 8„ MIN.4"DIA.PVC(DR-18 PIPE AND HYDROGEOLOGIST, P.C. LEAD STARLEADT %"lFT.INV.10.50 4' PIPE OR EQUIVALENT UIVALENT 400 6' ) PITCHED MIN.Ya"FT. EXIST 4" DIA. DUCTILE IRON PIPE 'MP P 4" 5' MIN.%'vFT. 4 630 Johnson Avenue.. Suite 7 18 THROUGH FOUNDATION � � MONOLITHIC WALL @%a"/ FT MIN. AL,7R AI LIARI L 1 -1 BAFFLE WALL Phone: 631 Bohemia.589-6353 a Fax. 636)589-8705 CONSTRUCTED UP TO 12 12„ BOT.ELEV.2.83 E-mail: INFO@PWGROSSER COM _ �N 10' CONSULTANTS BOT.ELEV.4,66 -_EXISTING BUILDING r 8 FOUNDATION EXISTING HOUSE CONNECTION DETAIL EXISTING 4' DIA. PUMP STATION DETAIL (PS-1 ) EXISTING 4' DIA. PUMP STATION DETAIL (PS-2) EXISTING GREASE TRAP DETAIL EXISTING CONCRETE SEPTIC TANK DETAIL SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE NOTE: NOTE: 1.SLABS,DOMES,COVERS TO BE PRECAST REINFORCED CONCRETE,TRAFFIC BEARING 1. SLABS,DOMES,COVERS TO BE PRECAST REINFORCED CONCRETE,TRAFFIC AASHTO H-20 LOADING. CLEANOUT CAP AT GRADE BEARING AASHTO H-20 LOADING. z 2. DESIGN CONCRETE COMPRESSIVE STRENGTH=4,000 PSI AT 28 DAYS. 2.DESIGN CONCRETE COMPRESSIVE STRENGTH=4,000 PSI AT 28 DAYS. 3.OPENINGS TO BE 24 INCH MINIMUM WITH WATERTIGHT AND INSECT-PROOF LOCKING p 3. OPENINGS TO BE 24 INCH MINIMUM WITH WATERTIGHT AND INSECT-PROOF CAST IRON COVER. LOCKING CAST IRON COVER. 4.SEAL UNITS WITH BUTYL RUBBER JOINT SEALANT,SEE JOINT DETAIL. 00 GRADE 12.0± 4. PROVIDE A MONOLITHIC CAST OF THE BOTTOM SLAB AND 1 FOOT OF SIDEWALL. 4" DIA. STORAGE BLDc. 5. SEAL UNITS WITH BUTYL RUBBER JOINT SEALANT,SEE JOINT DETAIL. 5,DUMMY RINGS SHALL BE UTILIZED TO BRING COVERS TO GRADE. YINXI'Ay. �: � SANITARY LINE INV, EL.10.37 6. DUMMY RINGS SHALL BE UTILIZED TO BRING COVERS TO GRADE. CLEANOUT 4" DIA. KITCHEN WASTE LINE INV. 9.83 FLO TOP OF PIPE EL. 10.16 SEWER-SEWER CROSSING DETAIL PROP 4" DIA. DUCTILE IRON PIPE THROUGH FOUNDATION SCALE: NOT TO SCALE WALL @ yy4"/ FT MIN. 24"DIA.HEAVY DUTY-LOCKING CAST INV. 10.60 IRON FRAME&COVER(WATER TIGHT EXISTING BUILDING &INSECT PROOF) (SEE SHEET C-101) FOUNDATION SCUM BAFFL B CHAMBER Volume(gal) . . Sedimentation Chamber 397 CONCRETE PROPOSED HOUSE CONNECTION DETAIL „i z-e� z-1 Anaerobic Filtration Chamber 396 :2.FJ'MAX. CHIMNEY i 3 Aerobic Contact Filtration Chamber 181 ;2'MAX.- 4 Clarification Chamber 90 - SCALE: NOT TO SCALE �° ECIRCU PUMP Disinfection Chamber 6 Y ---- © AIR LIFT PUMP I - _ ISUIFECTION Total Volume 1069 - - - _ I�20"�I = - - _ =H2O LOAD DOME K'MIN.) CYLINDER(OPTIONAL) --_ 24"DIA.,ADJUSTABLE,HEAVY 4'INLET PIP 4"OUTLET PIPE SPECIFICATIONS - -- -DUTY LOCKING,AMERICAN MADE, 4"DIA.PVC PIPE -- - --- - - - �7 a Anaerobic Media PP/PE CAST IRON FRAME&COVER 4•-`4'A� !A Board Type Aerobic Media PVC/PP/PE 24"DIA.,ADJUSTABLE,HEAVY (DR-18)@ 1% MIN. = _' #4 BARS @ 8" © BlowerAerobic Media PP/P3.5cfmE UTY LOCKING,AMERICAN MADE, i - - O.C.E.W.BOTTOM FFLUENT Tank FRP CAST IRON FRAME&COVER INLET GRADE 11.75 AIR LIFT PUMP D❑ 0 INLET BAFFL ® Piping PVC/PP/PE #4 BARS @ 8" / p Access Covers Plastic/Cast lron O.C.E.W.BOTTOM INVERT ELEVATIONS 0❑ O �• Disinfectant(Optional) Chlorine Tablets B❑ 0 - - f� GRADE 11.0 (SEE SHEET C-101) Q _ LOW BAFFLE "KOR-N-SEAL"BOOT OR - _ - 3/4^AIR INTAKE --- Q❑ Q Q - _ -• \ APPROVED �$ Q 20.ry j RECIRCULATION OIONING (CLEANING OPENING) B <//, EQUAL(TYP.) -------- FLowoPENING(TVP. PLAN VIEW e AP R O SEAL"BOOT OR � . -0❑ O �b- 3'MW. APPROVED B° ° 24 A. i v=- .0❑ INLET EQUAL(TYP.) -------- u °-11 0❑ 0 0r� 0 O ❑0 ��� ISINFECTION 4"ACCESS COVER -:W-p-,- 0❑ O O O u O ❑C-- CYLINDER(OPTIONAL) INLET `" 0❑ O O O O ❑0---.2"0 FORCEMAIN FOR 4"0 PVC PIPE 8'ACCESSCP 8'ACCESSCO(TtrYEP) 24'ACCESSCOryP) \ - GRADE 11.5± Low OPENING ---� SANITARY WASTE (SDR-18) 4"0 PVC PIPE 71 O O O C� ❑0 -_ /INV.10.18 2" INV.10.08 TO FUJI UNIT --- 0❑ O O O O O 0 ❑0 INTO .VIRGIN STRATA MIN 11" r-1 OARDTVPE INV.9.11 FROM FUJI (SDR 18) \ EDE] 0❑ O [� O o a ❑o ' 6'MIN.PENETRATION m CONTACT MEDIA SYSTEM 2° INV.9.01 TO 0❑ O O O Cl O O ❑0 :' -. / 4"0 PIPE DR-18 PIPE 4"0 PVC PIPE MIN EXIST.LEACHING POOLS OF SAND&GRAVEL INV.10.18 s° ._a (DR-18) 4"0 PVC PIPE 1 :. 10'DIA. ' . ►� . T INV.9.98' ® (DR-18) EXIST.4"0 PVC PIPEM7N.- 1112" INV.9.81' ECIRCULATION (DR-18) T4 GROUNDWATER COVER O AIR LIFT PUMP e' e' INV,9.11 T \ 7 m ® FROM EXIST. COVER / 6 SEPTIC TANK 4' DIAMETER MANHOLE ® AEROBIC MEDIA ® BACKFILL WITH 4 CLEAN SAND&GRAVEL AERATION 6 DIAMETER MANHOLE CONFIRMED PERHIGHEST TUDGSDEPD TOGROUNDWATER VIEWER WATER ELEVATION-2.0' 3 SCALE: NOT TO SCALE ' 2 REVISED PER UPDATED CONNECTION 01l06/23 1 REVISED PER SCDHS COMMENTS 04/07/22 BOTTOM EL.4.89 SCALE: NOT TO SCALE NOTES: SECTION A-A VIEW SECTION B-B VIEW EXISTING SANITARY LEACHING POOL Number Revision Description Revision Date 1. ALL MANHOLES SECTIONS SHALL CONFORM TO A.S.T.M.C-478,LATEST REVISION STANDARD SPECIFICATIONS FOR V PRECAST REINFORCED CONCRETE M.H.SECTIONS. GROUNDWATER ELEV.-2.0'± NOTES: NOTE: SCALE: NOT TO SCALE Designed By Date Submitted 2. MANHOLE RISER SECTION TO BE FURNISHED IN 1,2,3,OR 4'HEIGHTS AS REQUIRED. 1. ALL MANHOLES SECTIONS SHALL CONFORM TO A.S.T.M.C-478,LATEST REVISION STANDARD SPECIFICATIONS FOR BAG 3. MANUFACTURER TO CERTIFY THAT MANHOLES DELIVERED MEET ALL REQUIREMENTS OF S.C.D.P.W,SPECS. PRECAST REINFORCED CONCRETE M.H.SECTIONS. 1. REFER TO THE DESIGN CALCULATIONS FOR THE MINIMUM EFFECTIVE DEPTH OF THE LEACHING POOL. Drawn By Date Created 4. LOADING TO CONFORM T AASHTO H-20 LOADING 2. MANHOLE RISER SECTION TO BE FURNISHED IN 1,2,3,OR 4'HEIGHTS AS REQUIRED. 2. THE CONTRACTOR IS ADVISED THAT THE EFFECTIVE DEPTH IS NOT THE ACTUAL DEPTH OF THE LEACHING POOL. LT 04/01/2021 5. REBAR TO CONFORM TO ASTM A-615-60 Fs=60,000PS1 700 GALLON FUJI CLEAN TREATMENT SYSTEM - MODEL CE N 7 3. MANUFACTURER TO CERTIFY THAT MANHOLES DELIVERED MEET ALL REQUIREMENTS OF S.C.D.P.W.SPECS. THE CONTRACTOR SHALL INSTALL ADDITIONAL"DUMMY RINGS"AS REQUIRED TO ACHIEVE THE EFFECTIVE DEPTH Approved By Scale 6. WELDED WIRE MESH TO CONFORM TO A.S.T.M.A185 Fs=65,000PSI SCALE: NOT TO SCALE 4. LOADING TO CONFORM T AASHTO H-20 LOADING SPECIFIED. BAG AS NOTED 7. CONCRETE TO BE 4000PSI @ 28 DAYS 5. REBAR TO CONFORM TO ASTM A-615-60 Fs=60,000PSI 8. FLAT SLAB TOPS(NO JOINT)MUST HAVE TOP&BOTTOM STEEL. 6. WELDED WIRE MESH TO CONFORM TO A.S.T.M.A185 Fs=65,000PSI 3. DESIGN CONCRETE COMPRESSIVE STRENGTH=4,000 PSI AT 28 DAYS,AASHTO H-20 LOADING. Client: 7. CONCRETE TO BE 4000PSI @ 28 DAYS OLD MILL I N N 8. FLAT SLAB TOPS(NO JOINT)MUST HAVE TOP&BOTTOM STEEL. 5775 WEST MILL ROAD specifications MATTITUCK, NY 11952 Model MAC60R11 MACBORII MAc100R11 cD _ 2.1 _ _2.8 _ _3_6_ 6 Air Flow Volume L/min 60 BO 100 Project: . �; 161) PSI 2.2 2.2 2.6 0 L D MILL I N N I Normal Pressure kPa 16 16 IB • ..ff � -� Rated Voltage V ACI20 Carbon Filters ® ® Frequency Hi 60 Circuit Alarm Circuit Breaker b i Power Consumption w 37 61 74 Breaker Float Pressure Test Normal lbs. ApPfoz.11 ApProx•11 ADDrox.11 SANITARY SYSTEM Air Blower Test Normal/Silence Switch / / Riser Safety rate Applications General Outlet k0 ADProX.6 Ap prox,ii ADDrox.6 / Silence Switch pp• outlet Plpe DiameterInes 3/4' Drenoo Carotin FlIt.B reduce the odor of sewer gases In passive air me Ore^0 Carbon Fitter attaches to vent pipes Rath a slip it The m^ _ power Cord Length Inch 8.2• Circuit Breaker A Ilcations General flow venting applications weather cap is mmovabb m allow replacement of the carbon park- ' pp A UL file number E341420 Extra component If ->• I' age.Carbon replacement la„ement Ire uenc aril be based on the W volume and ( p f r- Alafm BeaCOn Ora�cos non-carodinq pdyympydene user safety grates rest n¢kfa Orenca's nsnr safety grates P 9 b r-- Country of origin Japan necessary,such as ;,,,y,;,,,, ages,a of oases being scrubbed no the filter,Caton recharge Itxh y� of an access riser,to help prevent people a tools ham falling into the .Are easy to install and remove, j:'>.; ages,adaptor dishings and rusom sties am avallablr. UPGRADES discharge pump) tank oparing.lhcyare sbeci to inside a Ulim Hlb",Porme-la:', weather Cap .--s�> I Inetallatlon/Operation•k intenonco Notes. Kot FLo",and equivalent risers. •Alas service provdars to rest fitters or other components on the },:( -IINa,,blorer on Lew Uri solid base.Ensure odsgaete Ventilation fill, - • • ,- :gpt`. gratis Inside the nsnr to clean and too.them off Standard Models ® I ® -and protect abalnet Ilreet curl l•At. k-'-»ax,_ �, r ., ,. Grbon -Inspect and eUan Internal air titter once every 3 ro@tAe. Pro` 'e `' •Parer'.Soil buldup Mien i^slalled In the bottom of avalve box. Recorond dloPhra9m/rdre ooserbly roplaiuent onil @Very Peet Address: . .4Af "`:..lp•,.`;.r,;,�.,s naa.a a;;,:`�:,...utx.-s,r+.,c= ,,;.,.; �; .,;�I "s;-, Q3,CT4,GF6 12 months. + `'r•- ,/ _,} Pressure Switch �'' r ,.QTa •FdmostbrandsbfdtbedPVCprofdepipe. Housing t- (Notes a torn dlopAraerrill trlp@er tAe Auta•atle-Stop}unatloa.) 5775 WEST MILL ROAD "- >T Plseu Blab sun to Tollor tA@ Ins tract ion ranual, PERFORMANCE CURVE .-. .Are made of nonmrmAing pbypropylnne Product Code Diagram a I'g tzo mml C CIF j (33) ACI120V BOHZ ' 16seraadrfy grate mash deMd Speer Plate MATTITUCK TOWN OF SOUTHOLD Ambient 20°C Standard Models ass r.raw n x" "•; " 8 R RG 4 I- D 1 Ta SUFFOLK COUNTY NEW YORK RCi12,RCiI, G21, 2 _3 4.0 "� fy t w ��^^" •-- ass : __. I---`•- CFJ,CH p,WwaY wew(sldel e=e] A-� e County Tax Map Number. Contract Number: LL 3.5 Materials Of Construction: wean mCap a°°'� INCOMING SERVICE, q m 3.0 ` �, N x o,o 1000-106-6-3&4.1 TLS2102 tares+. 100A,10,120/240 VOLTS r ,1' char grata PolyDlopylena _ 0 2.5 t _ 8 # 4 t 1 sic, ss°{,j,,y,,,`s•- Terminal Blocks L i- Materials of Construction _;, a > Regulatory Reference Number:Sob - 3 !10-32 ///eee LOWER TO BE HARD ` �� ykaharp. -- ABS cF3 cFal,Fbaryaw Cl NEW 20 AMP,I POLE BREAKER r / WIRED TO CONTROL 3 2.0 Specifications "•�'•» .', carom Granldaawamd hnpregnabtl pvbrn PANEL Title of Drawing: II lr Csrban -- - - 1.5 9 5 a ) B 120 VOLT,10 SERVICE TO UTILITY a " ,• AG12 Pala AG21 R624 - :), Ibaafnp w-ra�•aat PuC'. s 'L ;-', S,a,,,a,Plate pdx,,,4ow FUJI CONTROL PANEL "71, 7 0rme1=.e In(mm) 7170(237/ 7750(445)2050(52112325(591) lbusing -, tie -. 2#12,#12 GIRD IN 1"PVC CONDUIT "a 0.5 Wiring Diagram „- p - 4 tg Th,,kr.s b(mm) 0.50(13) 05003) 050(13) 050(13) o Horn Screen Platep- �,y.,�, Welgtt lb l®1 350 15T, 1 7(D a) 23(t 5 30(t,4J d f DETAILS U Q Specifications CIRCUIT a 3/e a 3/6- o.o 'ts r) wa4 ..}[6t Max lino bike) 350(1ST 35011591 350(159) 3:A(15p1 C METER Ito) (31^6) I10 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 Su•' - , a,,ro fl624 riser saletygmte -.__D-. 0.h lmm)ns 5h'�(1301 5NF��a 9(G'01 CF6FUJI PANELBREAKER MzK onk ganmg 10.0(254) 76.5(304j 185(470) 200(509J _J FUJI MAC Pressure[PSI] sinIn(m'r'r 10 pro) 128(318) teat,(4cs 100Rif CONTROL d "i+'tt�: K " 1. -Ln nfw+ruYer SbleYs-enxro merk"t n 1 � - ,�ergg �� a .mremm,n.aaabma CFbCuraway Kew(sde) C,b.mmli W 14 yiastl 3n.la7,g BLOWER PANEL 1) FUJI MAC 10OR11 BLOWERS DETAIL 4 * =ry •� D.In 11 3AW.9r 44014)• 64ef5d) EX.GROUND ROD 1) BURIED ELECTRICAL POWER �I t �° " r �"",' "}✓r_ ri- carmw"Iunl,lbapq o9uan s(urr aozrai CONDUITS SHALL BEA MINIMUM OF SCALE: NOT TO SCALE z Hsrapw h n,amv c 4 - 014 0.14 = 2 "N KSs.,m on.mv.i»F' Aae.u•,a w ra"" m:.14 24 INCHES BELOW GRADE. ' 2) ALL ELECTRICAL WORK TO BE N ..- Watertights Incoming Air Grounding Block Neutral Block g WITH NEC. 1 a Pressure Tubin - ,, �, l,- PERFORMED IN ACCORDANCE •'1. /' IRA o - ELECTRICAL ONE LINE DIAGRAM SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES J CF.J CF4AcNM Mew(Sion/ Cf6AcnW wew(sMe) •,� t - Drawing Number: CD FUJI CLEAN CONTROL PANEL DETAIL FmPr/ "A"Sp�ee56eweenmeaaessseandMro SCALE: NOT TO SCALE ,��,pF���jb��, armlm5ybm••Ire,B14AMYAve.,Su[a•ren,OAW/1a aeA•800-]/B-9a4]•5/1.459.aMa•wiw.pmeo.com aiOCF-61 1a+k"pC!rg.rC�Aaweyrea aid cutewavaremshwm fa dy)pypwpos sJ v z•,o evn SCALE: NOT TO SCALE RISER SAFETY GRATE DETAIL nm,mr ®'�� U APPROVED SCALE: NOT TO SCALE .� .?"�+o�' III s C-21 -0373 = d�, j3�. o CARBON FILTER DETAIL REFERENCE NUMBER: 'I : SCALE: NOT TO SCALE •- Sheet of R SEE DRAWING # 1 _OF 2 `�O 2 2 � 00252� � AC rsslti�� PWGC Project Number ill W REVIEWER'S INITIALS. Unauthorizedalterationoraddition .2 to this drawing and related documents T LS 2102 J is a violation of Section 7209 LL o of the New York State Education Law 0 o 3 � a a NEAREST CROSSROAD: NAUGLE 4sy DRIVE — ± 600 L.F. SCWA MAIN 3 .ri CLIENT DRIVEN SOLUTIONS P.W. GROSSER CONSULTING ENGINEER AND HYDROGEOLOGIST, P.C. 5505 WEST MILL ROAD 630 Johnson Avenue.• Suite 7 _ Bohemia. NY. 11716-2618 SCTM# 1000_106 6_1 SITE Phone: (631)589-6353. Fax: (631)589-8705 (IMPROVED W/ PRIVATE WELL) E-mail: INFO@PWGROSSER.COM CONSULTANTS �X VICINITY MAP SCALE: 1" = 600' 0 600 1200 SCALE: 1" = 600' ` 5775 WEST MILL ROAD SCTM# 1000-106-6-2 (IMPROVED W/ PRIVATE WELL) D \ \� J U L 2 6 2024 \ O Eulldong Depnrtmfnt 4' DIA. MANHOLE Town of Southold 700 5780 WEST MILL ROAD s ' ';�� ° \ 15 EAST MILL ROAD a r �, SCTM# 1000-106-4-2 \ b SCTM# 1000-106-6-13.4 2 S��` ;e <\� ) -�` T EF E T SALT S \ 1 E �, 23, /� �� 1 2" DIA. FORCEMAIN CONNECT (IMPROVED W/ PRIVATE WELL) '' - i i «r - (IMPROVED W/ PRIVATE WELL) s° p , `;,\ n n N'; " 1 � } , � (} ' TO EXIST. FORCEMAIN FOR I F1,0 A " _ C O( S 1 IZ,tJ c, .. �C)P, I S � a ~ 0 SANITARY WASTES--e I` S .C �, \ `Fa a A it..c C�G�I � c� C-21 -0373 r on '►� � 1 /24/2024 -.� n rob ro SIB 1 1 YL( ) 9 t \ S' \ .-.. � rf,:'/ ,Y,G,`.:j j j/ i •'�fi d " .r' '"S g EXIST. 10 DIA. BY 5.5 EFF. DEPTH LEACHING POOL \ J " .�, :;' t""� N \ `t"/ j . /J >g I ". c iow! 1,#` , boor) Ii`ip. � e ^'fin ./ �r /r % .J. � "'"@ �c'�3�3", Gy°K g ""��c I S s°e- '� ^y Prk 4.r k ��«.+ �"_ (TYP OF 6) r' r, �, t 4 4 fd e 3, $" Y d by 1 4 s o e r d or l a 700 GAL. FUJI CLEAN � `\, ., � � n- _,' ;\ �' � \ p TREATMENT UNIT- MODEL CENT �. \, . a '' r I ff/j:, t �. g� to ���t gf inn a e 1 �\ / C �a. I FCC l § °. t C JI I 6' DIA. MANHOLE \\ F j' / �;� \\\ tJ xy!�� e i `, T•,i :y"�,,, �`'i �` 'J 1•`/;J/ J/•`•,�-'�:r•J�' (�.�. '� s '.- ' f ►'°"}i. n ^I `-O, _;�. O �00 \-.PYO }�a8 ..J IILF ,,.�.i °a. L.1 ''+.P 4IL4 6 _ �s� n c a off, .., \r N 61 1 xo x� = IC � = 1 'ASTE �`� AVE I' � GUli r"J_f a •Q c ip 1 Q 1 lit ti-0 ih Q 2 J 4'f EXIST. 8' DIA. BY 5' LIQUID y p C �\ Number Revision Description Revision Date DEPTH GREASE TRAP >Y ` %e ' `, 4 11 SITE: OLD MILL INN 5775 WEST MILL ROAD Designed By BAG Date Submitted °p MATTITUCK, NY 11952 Drawn By Date Created °y ° Q LT 11/29/2023 �,;.»,v .- \\i it: .• n 1 T a °T° V RELOCATED EXIST. 10' DIA. BY 6' p ".a . `.� Q� i ( n` a �.�, • Approved By Scale LIQUID DEPTH SEPTIC TANK Y MN4 \` aN = QO O SCTM#: 1000-106-6-3&4.1 BAG AS NOTED '>ii, r• a g •Q,• Client: r i \ e � CP ;, , ,`1 a \ 'rmaN GROSS LOT AREA: 0.341 ACRES OR 14,839 SF OLD MILL INN F MN-1 �! ! 'L ` Al, 5775 WEST MILL ROAD BUILDING CLASSIFICATION: COMMERCIAL 02 80 EAST MILL ROAD MATTITUCK, NY 11952 •, tv,\;,' .�,iP t Y+`i,,'�Y 1� .�; s.: " 3'r �01 Project: O GWMZ# ZONE IV(600 GPD/ACRE) C : _ t, p SCTM# 1000-106-4-3 OLD MILL INN 5102 WEST MILL ROAD _ - _, (IMPROVED W/ PRIVATE WELL) L AN T ,� s t:r.. , �- EASEMENT N 1 SANITARY SYSTEM C E OU SCTM# 1000-106-6-5 %\ ;r.. ti p n - -'tf' jr 'M ' ' fir _ (SEE DETAIL STRUCTURE A B IMPROVED W/ PRIVATE WELL ' ' ,a " 4 " "� ~'n~~y ` UPGRADES =h�._ a- l f" 7.3 x,.� ;t^ .. SEPTIC TANK RIM 1 r U, �.a. 30.0 12.0 p ,V ,t. 35.0 17.0 Proed dr 5'MI �g - EXIST. 4 0 FIRE SERVICE SEPTIC TANK RIM 2 i Ad ess: EXIST. 1 &2 STORY STORAGE ,k'='. ' ,,, ,t ti , �" /' z i - ` '' %` 5775 WEST MILL ROAD ;/ -F. : MANHOLE-1 29.0 21.0 BUILDING W/ NO BASEMENT EXIST. 2 I?S WATER , FFE = 13.5 ;ty FUJI CENT 43.0 32.0 MATTITUCK, TOWN OF SOUTHOLD A Z � ; SERVICE SUFFOLK COUNTY, NEW YORK „z __;...a MANHOLE-2 52.0 39.0 ¢a / f' " .> ?•.. 1 WALK-IN REFRIGERATOR n '�•' County'Tax Map Number Contract Number: a ` 1000-106-6-3&4.1 TLS2102 EXIST. 2" DIA. FORCEMAIN FOR SANITARY WASTE n Re ula6o Reference Number: lti i a J t' Tide of Drawing EXIST. 2 DIA. FORCEMAIN FOR KITCHEN WASTE �'� r 1 4 0 CB EXIST. DUPLEX PUMP '' tt+ ; n• �. n , ' .at;, ' OVERALL . W, STATION f j�.. , ,GJZ e W EXIST. RPZ FOR WATER g (TYP OF 2) 66 --�? N AND FIRE SERVICE SITE PLAN 11 :11'i; IVA AS BUILT Tic a .,S .. n l.` .-.....1 1^ ,,; t _ ._ Drawing umber. ;._ OF NE�y vnn g EASEMENT N o. 2 .,. - :. , PNDREw OVERALL SITE PLAN _w ; ,�N 68 o' z t _ 4.0':> O ':: Off } A SMI 01 .2 21 SCALE: 1" = 20' (SEE DETAIL) S 84 08 2 �rKN,0V",�'` Ut L S 0 20 40 EXIST. 1-STORY FRAME GARAGE Sheet of SCALE: 1" — 2O' (NO BATHROOM & NO FLOW FO 092523 PRODUCED) AM SURVEY FESSIO PWGC Project Number. �'z ui w PLAN AND SURVEY INFORMATION FROM PLAN BY NATHAN Unauthodzed alteration or addition z to this drawing and related documents T LS 2102 TAFT CORWIN III LAND SURVEYOR,DATED JULY 28,2008. is a violation of Section 7209 LL o of the New York State Education Law 0 o i J a a t INEA,EST (CROSSROAD: NAUGLE ,±600 L.F. SCWA MAI�� G 3 P �vw JON - 5 2024 W CLIENT DRIVEN SO z 7 P.W. W GROSSER AND HYDROGEOLI 5505 WEST MILL ROAD L. ( �' QT ssBo N�,.xA..xx...1 SCTM#1000-106.6-1 Building 'ur�li6• ,� r-. ,y PAxx.tw+isaw i F'.;'•is (IMPROVED W/PRIVATE WELL) kiln II:wFogP,wOossl Town g 1)ePartment ° O CONSULTANTS l� s9� of Southold o a X I VICINITY MAP t�i1 SCALE:1•=GOV 0 6®0 SCALE: 1'=600' 5775 WEST MILL ROAD SCTM#1000-106-6-2 (IMPROVED W/PRIVATE WELL) 'CC.• �0�� 9'DNI MANHOLE S _ 15 EAST MILL ROAD I WEST MILL ROAD k:..,�,_.. SCTM#1000-106-4-2 M#1000-106-6.13.4 y `r3• :`•' 'ED W/PRIVATE WELL) !�•y; �`f'O �`•�% :�' T O GT.F EMaNcoNNEOT (IMPROVED W/PRIVATE WELL)SUFFOLK COUNTY DEPAR T OF HEALTH e4p�O�°� TOEXISywAGTEANFOR APPROVAL OF CO d CTEDW S. O • :• ". Orr SANITARY WASTE Too DATE ._— 1/24/2024 H.S.Fe 1--I A •"r ''O' $ k \, a656.+•°°66 • !� AO L ,� F, 0 p > wo These a disposal a er su T mLEAC.9r ss•EW. l 1 w. 9 P° P H LEACHING POOL P4.�o�(�.lJ:,:. .•..�... o of s1 't4, .. .� >q o, 9 al'this location hav a ' sped r y -.,'k7y �, ,� certified by this a rothe 'e ToOCA�Fvn cLEAn .. JA TRFATMENTUNIT-MODEL CENT '-�"\ ':.+• and foundt sfacto f� fi' A.MANHOLE .,Qy� .' . �.ti � (i_ �'I J 20o v CRAIG KNEP E CHIEF ev - °: Js•;�' o- m m 6;got My ANAEM OFFICE OF WASTE M G O�n \ EXIST.S'DIA.BYSMG-0D a '••N'•�•�-:Y'. ��.-'� � � N"+y�y � ..amm DEPTH GREASETNAP Nis.,.' 511E ...INN y `U C. O''.- :1;�• \{ �' VV SnSINEST AflL ROAD G gO •\•., \�\l e,f Np Ft1 NATiINtlf.NY 11952 LT � RELOCATEDEASTAVDWBYa O Oxi.'�•p +'. �•, }\ p by `'`ZjJ SCRAP 1WDi0fiS3A1.1 �� MO ' L10UIDDEMSEPTICTANK i 9 \v ,w. �••:'. •. •.'\�'�0`L .ae. �y MmSLOTAREA' 0.3r1AaE5 oR 1le35 Sr OLD MILL INN \.;.. •: ✓' Y 'TC - "` ��� 5775 WEST MILL ROAD BDADINGOASSIRfAMN .COMAFAOAL MATTITUCK,NY 11952 o' �� .:�.�• e� - 0" 80 EAST MILL ROAD 'L. 5 6�55 p0 SCTM#1000-106-4-3 Qb 20NEN(fi00GPBACAE) OLD MILL INN 5102 WEST MILL ROAD e y. • y: EASEMENT No. 1 (IMPROVED W!PRIVATE WELL) SCTM#WEST CLEANOIFJT 6m O£•'� ° ° (SEE DETAIL) STRUCTURE A B SANITARY SYST ,i (IMPROVED W/PRIVATE WELL) xx k' SEPnc TANKRIMI 3D.a 12.a UPGRADES EXIST.A•O FIRE SERVICE SEPTIC TANK RIMS 35.tl 1>A EAST.I-STORYSTORAGE MANHOLE-1 39.a 21.tl 5775 WEST MILL ROAD BELDI'NOWNO BASEMENL J �@ IFUJIMHOLNT 43.tl 32.tl 9 SL MS—OWATER MATTRUCK TOWN OF SOUTHI SERVICE �•• - MANHOLE-2 s20 39.a SUFFOLK COUNTY,NEW PORN • �..,.� ,,.;::. WALKNN REFRIGERATOR EXIST.2- FORCEMAIN FOR � l�000-toSW&AI SANITARY WASTE I DIA'. l: CD MST.2•=CRENWNFOR Vy ••y'... ^.• 1 aTCHEN WASTE -oZ� :..•w(`�d�v;4t N 4.OE `' E%IST.DUPLEXPU `1h N ,.,'•N... \/ W b OVERAI. NW STATION (1YPOF2) g6^ p 1 �L 'I�j' ANDFIRESERVI E WATER C) SITE PLP `6 J Ill AS BUIL s y s 90. ,aA OVERALL SITE PLAN EASEMENT NO. 2 9 ,... 1 68.70' + (SEE DETAIL) S 84'OB'20"W vxffitDvr �� r+' e�* � SCALE:1"=20' p*N{R °® EXIST.ISTORYFRAMEGARAGE 8H I SCALE:1"=20' P�� :--.O-6 NO FLOW OD emsiwwa uvrzmu O COMcheck Software Version COMcheckWeb Envelope Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: 5775 W Mill Rd Location: Mattituck, New York Climate Zone: 4a Project Type: Alteration Vertical Glazing/Wall Area: 10% Skylight/Roof Area 1% Construction Site: Owner/Agent: Designer/Contractor: Building Area Floor Area 1-Dining:Bar Lounge/Leisure: Nonresidential 1460 2-Multifamily: Residential 1322 Envelope Assemblies R-Value Proposed Max.Allowed Post-Alteration Assembly Cavity Cont. U-Factor SHGC U-Factor SHGC Roof:Attic Roof,Wood joists, [Bldg. Use 2-Multifamily] 42.0 5.0 0.022 -- 0.027 -- Roof:Attic Roof,Wood joists, [Bldg. Use 2-Multifamily] 42.0 5:0 0.022 - 0.027 -- Skylight: Metal Frame with Thermal Break: Glass,with -- - 0.330 0.270 0.500 0.400 Curb,Clear, [Bldg. Use 2-Multifamily] Floor:Wood-Framed, [Bldg. Use 1-Dining: Bar 31.5 0.0 0.032 --- 0.033 -- Lounge/Leisure] NORTH Ext.Wall: Wood-Framed, 16in, o.c., [Bldg. Use 1-Dining: 15.0 3.9 0.060 -- 0.064 - Bar Lounge/Leisure] Door: Glass(over 50%glazing): Nonmetal Frame, --- -- 0.340 0.220 0.770 0.478 Entrance Door, Entrance Door, Entrance Door, [Bldg. Use 1-Dining: Bar Lounge/Leisure] Window:Wood Frame: Operable, Clear, Operable, -- -- 0.290 0.320 0.450 0.478 Operable, [Bldg. Use 1-Dining: Bar Lounge/Leisure] Ext.Wall:Wood-Framed, 16in. o.c., [Bldg.Use 2- 15.0 3.9 0.060 -- 0.064 -- Multifamily] Window:Wood Frame: Operable, Clear, Operable, --- -- 0.330 0.270 0.450 0.478 Operable, [Bldg. Use 2-Multifamily] EAST Ext.Wall: Wood-Framed, 16in. o.c., [Bldg. Use 1-Dining: 15.0 3.9 0.060 -- 0.064 -- Bar Lounge/Leisure] Window:Wood Frame: Operable, Clear,Operable, -- -- 0.290 0.320 0.450 0.357 Operable, [Bldg. Use 1-Dining: Bar Lounge/Leisure] Ext.Wall:Wood-Framed, 16in.o.c., [Bldg. Use 2- 15.0 3.9 0.060 --- 0.064 -- Multifamily] Window: Wood Frame: Operable, Clear, Operable, -- -- 0.330 0.270 0.450 0.357 Operable, [Bldg. Use 2-Multifamily] SOUTH Ext.Wall:Wood-Framed, 161n.o.c., [Bldg. Use 1-Dining: 15.0 3.9 0.060 -- 0.064 -- Bar Lounge/Leisure] Project Title: 5775 W Mill Rd Report date: 11/07/22 Data filename: Page 1 of 12 R-Value Proposed Max.Allowed Post-Alteration Assembly Cavity Cont. U-Factor SHGC U-Factor SHGC Window: Wood Frame: Operable, Clear, Operable, -- -- 0.290 0.320 0.450 0.357 Operable, [Bldg. Use 1-Dining: Bar Lounge/Leisure] Ext.Wall:Wood-Framed, 16in, o.c., [Bldg. Use 2- 15.0 3.9 0.060 — 0.064 -- Multifamily] Window:Wood Frame: Operable, Clear, Operable, --- — 0.330 0.270 0.450 0.357 Operable, [Bldg. Use 2-Multifamily] WEST Ext.Wall: Wood-Framed, 16in. o.c., [Bldg. Use 1-Dining: 15.0 3.9 0.060 -- 0.064 -- Bar Lounge/Leisure] Window:Wood Frame: Operable, Clear, Operable, -- -- 0.330 0.270 0.450 0.357 Operable, [Bldg. Use 1-Dining: Bar Lounge/Leisure] Ext.Wall: Wood-Framed, 161n. o.c., [Bldg. Use 2- 15.0 3.9 0.060 --- 0.064 --- Multifamily] Window: Metal Frame with Thermal Break: Operable, -- -- 0.330 0.270 0.450 0.357 Clear, Operable, Operable, [Bldg. Use 2-Multifamily] (a)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. En PASSES velope Compliance Statement Compliance Statement. The proposed envelope alteration project represented in this document is consistent with the building plans,specifications, and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 2018 IECC requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date Project Title: 5775 W Mill Rd Report date: 11/07/22 Data filename: Page 2 of 12 COMcheck Software Version COMcheckWeb Interior Lighting Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: 5775 W Mill Rd Project Type: Alteration Construction Site: Owner/Agent: Designer/Contractor: Allowed Interior Lighting Power Proposed Interior Lighting Power Interior Lighting TBID: No lighting fixtures specified 11111 Project Title: 5775 W Mill Rd Report date: 11/07/22 Data filename: Page 3 of 12 COMcheck Software Version COMcheckWeb Exterior Lighting Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: 5775 W Mill Rd Project Type: Alteration Exterior Lighting Zone 0 (Unspecified) Construction Site: - Owner/Agent: Designer/Contractor: Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/ Wattage (B X C) Total Tradable Watts(a)= 0 Total Allowed Watts= 0 Total Allowed Supplemental Watts(b)= 350 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A supplemental allowance equal to 350 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed Exterior Lighting Power Exterior Lighting TBD: Exterior lighting zone not specified (see project screen) Project Title: 5775 W Mill Rd Report date: 11/07/22 Data filename: Page 4 of 12 COMcheck Software Version COMcheckWeb Mechanical Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: 5775 W Mill Rd Location: Mattituck, New York Climate Zone: 4a Project Type: Alteration Construction Site: Owner/Agent: Designer/Contractor: Mechanical Systems List Quantity System Type&Description Mechanical Compliance Statement Compliance Statement: The proposed mechanical alteration project represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed mechanical systems have been 'designed to meet the 2018 IECC requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date Project Title: 5775 W Mill Rd Report date: 11/07/22 Data filename: Page 5 of 12 COMcheck Software Version COMcheckWeb Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions &Re .ID C103.2 ;Plans and/or specifications provide all ;❑Complies [PR1]1 :information with which compliance ;❑Does Not can be determined for the building ; ; ;envelope and document where ;❑Not Observable: exceptions to the standard are ❑Not Applicable :claimed. ; C402.4.1 ;The vertical fenestration area <= 30 ;❑Complies [PR10]1 percent of the gross above-grade wall UDoes Not ;area. ,❑Not Observable; ❑Not Applicable C402.4.1 The skylight area <= 3 percent of the ;❑Complies [PR11]1 :gross roof area. UDoes Not ;❑Not Observable; ❑Not Applicable C402.4.2 ;In enclosed spaces>2,500 ft2 :❑Complies [PR14]1 directly under a roof with ceiling ;❑Does Not ;heights >15 ft. and used as an office, ;lobby, atrium, concourse, corridor, UNot Observable :storage, gymnasium/exercise center, t❑Not Applicable ;convention center, automotive ; ;service, manufacturing, non- :refrigerated warehouse, retail store, ;distribution/sorting area, ;transportation, or workshop,the :following requirements apply: (a)the ;daylight zone under skylights is>= .half the floor area; (b)the skylight ; area to daylight zone is>=3 percent ;with a skylight VT>= 0.40; or a ; minimum skylight effective aperture ;>= 1 percent. ; C402.4.2. ;Skylights in office, storage, ;❑Complies 2 :automotive service, manufacturing, :❑Does Not [PR15]1 ;non-refrigerated warehouse, retail ,store,and distribution/sorting area ;❑Not Observable !have a measured haze value> 90 ;❑Not Applicable ; percent unless designed to exclude :direct sunlight. C405.5 ;Group R-2 dwelling units have ;❑Complies ; [PR16]1 separate electrical meters. ;❑Does Not ; ❑Not Observable: ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 5775 W Mill Rd Report date: 11/07/22 Data filename: Page 6 of 12 ,Section # Footing/Foundation Inspection Complies? Comments/Assumptions & Re .ID C303.2.1 ;Exterior insulation protected against ;[]Complies [FO611 !damage, sunlight, moisture,wind, ;Does Not landscaping and equipment ; maintenance activities. ONot Observable E]Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3- Low Impact(Tier 3) Project Title: 5775 W Mill Rd Report date: 11/07/22 Data filename: Page 7 of 12 Section # Framing/Rough-In Inspection Complies? Comments/Assumptions &Re .ID C303.1.3 Fenestration products rated in ;❑Complies [FR12]2 accordance with NFRC. ;❑Does Not I �❑Not Observable ❑Not Applicable ; C303.1.3 :Fenestration products are certified as ;❑Complies [FR13]1 Ito performance labels or certificates ;❑Does Not provided. ❑Not Observable: ❑Not Applicable C402.4.3 ;Vertical fenestration SHGC value. ,❑Complies ;See the Envelope Assemblies table for values. (FR10]1 I ;❑Does Not :[]Not Observable: ❑Not Applicable C402.4.3 ;Skylight SHGC value. ;❑Complies ;See the Envelope Assemblies table for values. [FR11]1 j ;❑Does Not :.[]Not Observable; ❑Not Applicable C402.4.3, ;Installed vertical fenestration U-factor ;❑Complies ;See the Envelope Assemblies table for values. C402.4.3. -and SHGC consistent with label QDoes Not 4 ;specifications and as reported in plans [FR8]1 land COMcheck reports. :❑Not Observable ; ❑Not Applicable ; C402.4.3. ;Installed skylight U-factor and SHGC ;❑Complies ;See the Envelope Assemblies table for values. 4 :consistent with label specifications :❑Does Not [FR9]1 and as reported in plans and COMcheck reports. :❑Not Observable; ;❑Not Applicable C402.5.1 ;The building envelope contains a ;❑Complies ; [FR16]1 continuous air barrier that is sealed in ❑Does Not an approved manner and either ,constructed or tested in an approved ;❑Not Observable manner.Air barrier penetrations are ;❑Not Applicable ;sealed in an approved manner. ; C402.5.2, Factory-built fenestration and doors ;❑Complies C402.5.4 are labeled as meeting air leakage ;❑Does Not [FR18]3 requirements. ;❑Not Observable; :[]Not Applicable C402.5.7 Vestibules are installed on all building ;❑Complies ; [FR17]3 entrances. Doors have self-closing UDoes Not devices. ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1.3,1 Low Impact(Tier 3) Project Title: 5775 W Mill Rd Report date: 11/07/22 Data filename: Page 8 of 12 Section Mechanical Rough-ln Inspection Complies? Comments/Assumptions &Re .ID �C402 5 5 Stair and elevator shaft vents have ;❑Complies C403 2.4, motorized dampers that automatically :❑Does Not 3- close. Refernece section C403.7.7 for CME3j3 operational details. ❑Not Observable; !❑Not Applicable i 403.7:7= Outdoor air and exhaust systems have;❑Complies tME58]3 motorized dampers that automatically ❑Does Not " shut when not in use and meet I maximum leakage rates. Check ❑Not Observable: gravity dampers where allowed. [--]Not Applicable ; Reference section language for operational details. I Additional Comments/Assumptions: I 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 5775 W Mill Rd Report date: 11/07/22 Data filename: Page 9 of 12 Section # Rough-In Electrical Inspection Complies? Comments/Assumptions & Re .ID C405.6 Low-voltage dry-type distribution BComplies [EL26]2 electric transformers meet the ;❑Does Not minimum efficiency requirements of Table C405.6. ;❑Not Observable ❑Not Applicable C405.7 i Electric motors meet the minimum ;❑Complies [EL27]2 efficiency requirements of Tables ;❑Does Not C405.7(1)through C405.7(4). ❑Not Observable; Efficiency verified through certification; under an approved certification ,❑Not Applicable program or the equipment efficiency ratings shall be provided by motor r manufacturer(where certification programs do not exist). ; C405.8.2, Escalators and moving walks comply ;[]Complies C405.8.2. with ASME A17.1/CSA B44 and have :❑Does Not 1 automatic controls configured to [EL28]2 reduce speed to the minimum UNot Observable permitted speed in accordance with :❑Not Applicable ASME A17.1/CSA B44 or applicable ; local code when not conveying passengers. C405.9 Total voltage drop across the ;❑Complies [EL29]2 combination of feeders and branch ;❑Does Not circuits <=5%. 1 ❑Not Observable; ❑Not Applicable ' Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 5775 W Mill Rd Report date: 11/07/22 Data filename: Page 10 of 12 .Section # Insulation Inspection Complies? Comments/Assumptions &Re .ID C303.1 ;.Roof insulation installed per UComplies ; [IN3]1 :manufacturer's instructions. Blown or j❑Does Not poured loose-fill insulation is installed i only where the roof slope is<=3 in UNot Observable ;12. '❑Not Applicable ; C402.2.1 ;Insulation installed on a suspended ;,❑Complies ; [IN20]1 ceiling having ceiling tiles is not being :❑Does Not ;specified for roor/ceiling assemblies. ; ;Continuous insulation board installed ;❑Not Observable in 2 or more layers with edge joints :❑Not Applicable ; :,offset between layers. ; C303.1 Building envelope insulation is labeled ;❑Complies ; [IN10]2 with R-value or insulation certificate T❑Does Not providing R-value and other relevant data. UNot Observable ;❑Not Applicable C303.2 ;Above-grade wall insulation installed ;❑Complies [IN7]1 per manufacturer's instructions. ;❑Does Not i UNot Observable ❑Not Applicable C303.2, Floor insulation installed per I❑Complies ; C402.2.4 manufacturer's instructions. Cavity or :❑Does Not [IN9]z structural slab insulation installed in permanent contact with underside of UNot Observable decking or structural slabs. ;❑Not Applicable ; C402.2,1.'Skylight curbs are insulated to the ;❑Complies level of roofs with insulation above ;❑Does Not [.IN4]3 deck or R-5. UNot Observable ❑Not Applicable C105 ;Installed above-grade wall insulation ;❑Complies ;See the Envelope Assemblies table for values. [IN6]1 type and R-value consistent with :❑Does Not linsulation specifications reported in plans and COMcheck reports. UNot Observable ❑Not Applicable C402.2.3 Installed floor.insulation type and R- ;❑Complies ;See the Envelope Assemblies table for values. [IIV8]? value consistent with insulation ❑Does Not specifications reported in plans and COMcheck reports. UNot Observable: ❑Not Applicable ; C402.2:6 Radiant panels and associated ElComplies ; [IN18]3 components,designed for heat ;❑Does Not ]transfer from the panel surfaces to the occupants or indoor space are C-INot Observable insulated with a minimum of R-3.5. ,❑Not Applicable ; C105 i Installed roof insulation type and R- ;❑Complies ;See the Envelope Assemblies table for values. [IN2]1 value consistent with insulation :❑Does Not ;specifications reported in plans and COMcheck reports. For some ceiling UNot Observable !systems,verification may need to ::[:]Not Applicable ; occur during Framing Inspection. C402.5.1. iAll sources of air leakage in the i❑Complies 1 building thermal envelope are sealed, ❑Does Not [IN1]1 !caulked, gasketed, weather stripped ; or wrapped with moisture vapor- UNot Observable permeable wrapping material to ,❑Not Applicable minimize air leakage. ; Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 13,1 Low Impact(Tier 3) Project Title: 5775 W Mill Rd Report date: 11/07/22 Data filename: Page 11 of 12 J Y Section # Final Inspection complies?' Comments/Assumptions &Re .ID C402.5.6 ;Weatherseals installed on all loading ;❑Complies [F137]1 dock cargo door openings and provide T❑Does Not ;direct contact along the top and sides ; of vehicles parked in the doorway. ;[]Not Observable I ❑Not Applicable G40 Recessed luminaires in thermal ;❑Complies ; envelope to limit infiltration and be IC ;❑Does Not rated and labeled.Seal between interior finish and luminaire housing. ;❑Not Observable ❑Not Applicable ; C408.1.1� :Building operations and maintenance I❑Complies ; [F157]1 !documents will be provided to the ;❑Does Not :owner. Documents will cover .manufacturers' information, :[]Not Observable, specifications, programming 1❑Not Applicable ;procedures and means of illustrating ; :to owner how building, equipment and ;systems are intended to be installed, : ;maintained, and operated. Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 35 Low Impact(Tier 3) Project Title: 5775 W Mill Rd Report date: 11/07/22 Data filename: Page 12 of 12 SOUIyO �O3 - --- -- / TOWN OF SOUTHOLD BUILDING DEPT. °`ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULK I G 1 [ ] FRAMING/STRAPPING p dFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ -] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: ��'4G,� �t �e- V L W661 aee !it, Cal ;u�✓ti n/� _ DATE VIVZ INSPECTOR ,ate 1fEQt TOWN OF SOUTHOLD—FIRE MARSHAL Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631)765-9502 https://www.soutlioldtownny_soy TIRE PROTECTION SYSTEM PERMIT Date Received APPLICATION For Office Use Only L�;mot V ''J r'• ti PERMIT NO. 7 / d Y Building Inspector; - ` ' F E B 1 5 2024 AlanLcataons and foa ans uaeast ber_illed out an their entirety Inc'omulete applacataoras wall nat beaFlc6epted:WORK IIS Nf)T Y'O BE STAIaTEDvpra®rE td the approval off lans arid�assuance of'a p�ranit. i,7 �Cc _ Has a building permit been obtained for this project? ❑Yes ❑No If yes,building permit# Date:a ILAa r rC t rs I L PYO�ECT INOI�MA`TON Project Address: 57_ 5 e (/✓fit SCTM# 1000 City C[TNTACT PERSON T1ti1�0ItMATION a a c,.11 11 Name: RMailing Address: Phone#: _b!3 _ M-��� - -.Email: w� Preferred contact method(select one): hone ❑Email Ct1N,T R J.RA TOi 1FO A J,. J. ,E ,z n Name <— Contractor License#: Mailing Address: � _C C_ p.5 Phone#: Email: �j ''l.1 (y✓!W.I''lP_ OPE OF WO A 1 •� J Occupancy Description: ❑Assembly ❑Business ❑Education ❑Factory/Industrial ❑Institutional ❑Mercantile ❑Residential ❑Storage Description of Work: EF<ew System ❑ Existing System Modification Sprinkler/Standpipe/Water Supply'° Fire A(arm'I CO,Detection Systems Qthea Fare Proteetaon Systems' (Check all that aliply) (Check all;'that apply) (Check all that ap ly) W J ❑NFPA 13,13D or 13R System ❑Manual ❑Automatic ❑ Smoke Control ❑Standpipe ❑Fire Pump ❑Protected Premises(local) ❑Wet or Dry Chemical/Clean ❑Supervising'station Agee Number of sprinkler heads: ❑Central Station' Hem chen hood/exhaust ❑ Other Floor Area(sq.ft.): 1 �0,,40!e v' ed; P ii o_ ' " " Mkwanx-eq4fi:6fiififiA f6idiviIfildufslawTnat'non-C f id ltu 'or1 nce of'!`ll . � q ., S n tv dtfi i ances leacllg to I le -deherda sA ITH d a 10, Application Submitted By(print name): TAuthorized Agent DOwner Company(if applicable): Applicant Signature: FIRE PROTECTION SYSTEM PERMIT APPLICATION SUBMITAL INSTRUCTIONS Submit application only after reviewing the requirements for the specific permit for which you are applying(click the applicable link below). a FIRE ALARM/-CAMON MONOXIDE DETECTION SYSTEM SUBMITTAL GUIDELINES 0 FIRE SPRINKLER SYSTEM SUBMITTAL GUIDELINES 0 FIXED FIRE SUPPRESSIO HQQR_&.ELXHA T SYSTErNV1,5 aUBMITTAL UIDE,IJ NES FEES A$300 permit fee is required for a non-residential permit.A$100 Certificate of Occupancy fee is required if the project is not part of an existing open building permit. All checks should be made payable to the Town of Southold. Permits,once issued,shall at all times be kept on the premises designated thereon with a copy of approved drawings and all related documentation required to obtain said permit.Installations subject to final testing,inspection and approval. Arrangements for testinglinspection shall be made by contacting the Town of Southold Building Department(631)765-1802. F,9W 91 I 4 a i I X f" 'd u 0-77; 0 'Ch" S", `b E, 2 ACORO® DATE(MMIDDNYY`() `� CERTIFICATE OF LIABILITY INSURANCE 3/5/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED,the policy()es)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Lori A. Ash Ten Insurance Services Corp. PHCN o (516)403-8555 x230 A//C No): (203)296-2337 445 Broad Hollow Road E-MAIL service@teninsuranceservices.com ADDRESS: Suite 25 INSURERS AFFORDING COVERAGE NAIC# Melville NY 11747 INSURERA:Utica National Assurance Company 10687 INSURED INSURERB:Utica National Ins Co of Ohio 13998 All Island Blower & Sheet Metal, Inc. INSURERC:Sutton Specialty Insurance Company 16848 1585C Smithtown Ave INSURERD: INSURER E: Bohemia NY 11716 INSURERF: COVERAGES CERTIFICATE NUMBER:CL243544496 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUER POLICY NUMBER MM/DDPOLICY EFF MMIDDPOLICY EXP LIMITS X COMMERCIAL GENERAL LIABILITY _ EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE OCCUR DAMAGE TO RENTED 500,000 PREMISES Ea occurrence $ X Contractual Liability 5299095 9/26/2023 9/26/2024 MED EXP(Any one person) $ 10,000 PERSONAL&ADVINJURY $ 1,000,000 GEN'LAGGREGATELIMITAPPLIESPER: GENERAL AGGREGATE $ 2,000,000 POLICY JECT LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMITcident $ 1,000,000 Ea ac B X ANYAUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS 9279551 9/26/2023 9/26/2024 BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS AUTOS Per accident Medical payments $ 5,000 X UMBRELLA LIAB I OCCUR EACH OCCURRENCE $ 2,000,000 L, EXCESS LIAR XCLAIMS-MADE ISCEX0300000834-00 .9/26/2023 9/26/2024 AGGREGATE $ 2,000,000 DED I X I RETENTION$ 10,000 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTEI ER ANY PROPRIETOR/PARTNERIEXECUTIVE ElNIA E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) The following are named additional insured where required by written contract or written agreement: Town of Southold CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 54375 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1169 Southold, NY 11971 AUTHORIZED REPRESENTATIVE Louis Santelli/LASH -^ ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025(201401) NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 0BMTEAAAAAA 112612058 KEEVILY,SPERO-WHITELAW INC. 500 MAMARONECK AVENUE HARRISON NY 10528 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER ALL-ISLAND BLOWER&SHEET METAL INC TOWN OF SOUTHOLD 1585 SMITHTOWN AVE UNIT C 54375 ROUTE 25 BOHEMIA NY 11716 PO BOX 1169 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE G 720 509-9 435234 05/01/2023 TO 05/01/2024 3/5/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 720 509-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/M/WW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS-TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:218284160 U-26.3 W bkJ' REVISIONS DESCRIPTI N DATE, PATENT NUMBERS 0 _ 0 FOR QUESTIONS, CALL THE EXHAUST HOODS ND-2/BD-2/SND-2 (CANADA) - CA PATENT 2520435 C. FAN Long Island Office REGION 43 UNIT TAG QTY FAN UNIT MODEL # MANUFACTURER CFM ESP NO RPM MOTOR HP BHP PHASE VOLT FLA DISCHARGE WEIGHT SONES ENCL VELOCITY (LBS) PHONE, (516) 513 - 5398 0 EMAIL reg43@econ air.con 1 I EA-USBII8DD-RM ECON-AIR 3000 0.500 990 TEAO-ECM 2.000 0.6240 1 208 15.5 1538 FPM 366 12.4 0 ATIO - JOB 627 639FAN OPTIONS MAX EXHAUST PLENUM HOOD CONFIG FAN I4' I TAG MODEL M NUFACTUR RLENGTH COOKING TYPE APPLIANCE DESIGN TOTAL RISER(S) HOOD END TO UNIT TAG QTY DESCRIPTION TEMP DUTY CFM/FT EXH CFM WIDTH LENG HEIGHT DIA CFM VEL SP CONSTRUCTION END RGW NO 430 SS 1 BI18 - INLET SERVICE DUCT CONNECTION, USED TO CONNECT TO STANDARD 20' GREASE 4612 40 ECON-AIR 1D' 0' 600 I HEAVY 300 3000 4' 14' 3000 1543 -0.484" ALONE ALONE DUCT OR FIELD WELDED DUCT, INCLUDES (2) 7' RISERS BOLTED TO STANDARD INLET RISER ALL CONSTRUCTION SHALL o ESX-2 DEG WHERE EXPOSED 1 UTILITY SET GREASE CUP A� �� p 'D INFORMATION 1 BII8 - 24' DISCHARGE EXTENSION MEET THE R"QUIREMENTS OF THE ` FILTER(S) LIGHT(S) UTILITY CABINET(S) FIRE HOOD 1 1 BI - DISCHARGE ORIENTATION VERTICAL UPPER LEFT - CW INLET SIDE CO® oiy N y0R14 STATE. *-- s I FIRE SYSTEM ELECTRICAL SWITCHES 1 BI18 - INLET CONNECTION STANDARD 20' FLANGED GREASE DUCT TAG TYPE QTY HEIGHT LENGTH EFFICIENCY @ 7 QTY TYPE WIRE LOCATION SIZE SYSTEM EIGHT MICRONS GUARD TYPE SIZE MODEL # QUANTITY PIPING WEIGHT ECM WIRING PACKAGE - EXHAUST - MANUAL OR 0-10VDC REFERENCE SPEED CONTROL -MSC- SS BAFFLE WITH 1 (TELCO), CCW ROTATION HANDLES 7 20' 16' 30% 3 L55 SERIES E26 NO NO LBS 1 2 YEAR PARTS WARRANTY C3 gl N ACCESSORIES a FAN EXHAUST SUPPLY } LU UNIT TAG NO GREASE GRAVITY WALL SIDE GRAVITY MOTORIZED WALL CUP DAMPER MOUNT DISCHARGE DAMPER DAMPER MOUNT ? C4 1 YES m PIECE NO. DESCRIPTION _ C n 9 � 1 MAKE UP AIR FAN - ECONAIR EA-Al-610 - 2000 CFM R N z 0 3 j a -r— o o J FIELD CUT 14' EXHAUST0 Z RISER, ai 5 rli 48' U.L. LISTED L55 SERIES E26 CANOPY n LIGHT FIXTURE - HIGH TEMP ASSEMBLY. m N Or FAN #1 EA-USBIIBDI-RM - EXHAUST FAN FEATURES: t - ROOF MOUNTED FANS. � - UL705. m - UL762 AND ULC-S645 (RESTAURANT MODEL), 37 1/2' - HIGH HEAT OPERATION DIRECT DRIVE 350'F (176°C). - HEAT SLINGER. - NEMA 3R SAFETY DISCONNECT SWITCH. - GREASE CLASSIFICATION TESTING. - 2' DRAIN. 10' O'NOM./10' 0.0D'OD. - MOTOR WEATHER COVER. - FULLY SEALED SCROLL HOUSING. PLAN VIEW - HOOD #1 --'--- - SCROLL ACCESS DOOR. 10( O.00D LONG 4812ESX-2 35' \\I - FLANGE 1 1/4'. � I 26 1/4' 1\ OPTIONS ' ------ - 13II8 - INLET SERVICE DUCT DISCHARGE T E X T E N D CONNECTION, USED TO CONNECT TO STANDARD 20' GREASE DUCT OR FIELD WELDED INCLUDES (2) 7RISERS ABOVE ROOF LINE BOLTED TOCSTANDARD INLET RISER. - UTILITY SET GREASE CUP. TOP VIEW - Bt18 - 24' DISCHARGE EXTENSION. 48' - BI - DISCHARGE ORIENTATION VERTICAL L55 SERIES E26 CANOPY LIGHT FIXTURE - UPPER LEFT - CW INLET SIDE. FIELD CUT EXHAUST RISER. HIGH TEMP ASSEMBLY, INCLUDES CLEAR THERMAL - BII8 - INLET CONNECTION STANDARD 20' AND SHOCK RESISTANT GLOBE (L55 FIXTURE). FLANGED GREASE DUCT. ECM WIRING PACKAGE - EXHAUST - HANGING ANGLE. 35' MANUAL OR 0-IOVDC REFERENCE SPEED CONTROL -MSC- (TELCO), CCW ROTATION, HOOD T LE, - 2 YEAR PARTS WARRANTY. 19 1/2, 14 5/8' 22' 20' SS BAFFLE WITH EXTENSION, HANDLES AND HOOK, 3- INTERNAL STANDgFF. 12' NOM, 24' HOOD CORNER 13 TPI HANGING ANGLE ADE 5(MINIMUM) (HARDWARE BY INSTALLER) IT IS THE RESPQNSIBILITY 1 1/e' SHAFT DIA, EEL HEX NUTS. OF THE ARCHITEECT/gWNER TO GRADE 5 ENSURE THAT THE HOgp CLEARgNGE I %(OUTLET NOTES, "GRADE FROM LIMITEDRC1390 I LE 27' MIN,-'ll AT WASHER. AND COMBUSTIBLE MATCRIAL$ ��-�- IS IN COJELIANCE WITH / LOCAL CODE QEQUIREMENTS, ; --- -13 TPI a OE 5(MINIMUM) 48.0' MAX, \ / 20' EEL ALL-THREAD. -13 TPI 42 1/8' 1 e Exhaust, Fan Wiring JOB 6276639-Old Hlll ADE 5(MINIMUM) 40 5/8' EEL HEX NUT. gREASE DRAIN ___ DRAWING NUMBER EXH6276639-1 SHIP DATE 1111712023 MODEL EA-USBueDD-RU \\ °'GRADE 5 HOOD CORNER WITH REOQY/p�p CUP. t NIMUM>STEEL HANGING ANGLE 28 I /8' Inst nlleN❑ntlona AT WASHER. (VEIL HT BEARING ANCHOR POINT %(INLET NOTES, FOR NOOID• BO' 74' I L _ B-b"—SPEED DRENCE 2' DRAIN. ---BKe D-DOV MOTOR CONTROL I/2'GRADE 5 PEE➢RE ERENCE INPUT <MINIMUM)STEEL - K SIGNAL OUTPUT FLAT WASHER. 1 L__- 1/2'-13 TPI GRADE 5(MINIMUM) TR STEEL HEX NUTS. EQUIPMENT D HK B H BY OTHERS. 2 D1 V K 26 1/4'A 31 7/8' Lonnonent IHentlFlrn tlon ASSEMBLY INSTRUCTIONS I.na DPsr. t,n ntlnn 3 K--__ 37 1/2' j3 4 M7-01 4NGING ANGLE MUST BE SUPPORTED WITH 1/2' - 13 TPI BADE 5 (MINIMUM) ALL-THREAD. SANDWICH HANGING SIDE VIEW FRONT VIEW 4 oDR---� �� �orAr��N�✓PR�G€HNITc��T a$WER MDI F.nMRt« c3) L G BL K WIR R VERS R TATIDN VGLES AND CEILING ANCHOR POINTS WITH 1/2' GRADE 5 1INIMUM) STEEL FLAT WASHERS AND 1/2' - 13 TPI 5 MSC Motr SP..d Cootrol(.r n1 RADE 5 (MINIMUM) HEX NUTS AS SHOWN, MUST USE SW-Ol Ian d.--t..It�H (31 7UBLED HEX NUT CONFIGURATION BENEATH HOOD HANGING 6 TR-Dl 24VAC BOVA T—ForMrr(21 VGLES AND ABOVE CEILING ANCHORS, MAINTAIN 1/4' OF XPOSED THREADS BENEATH BOTTOM HEX NUT. TORQUE _L HEX NUTS TO 57 FT-LBS. 7 INLET/OUTLET NOTES, FULL LENGTH SECTION VIEW - MODEL 4812ESX-2 LENGTH OF TIE STRAIGHT DUCT ON THE INLET AND OUTLET TO BE 3 TIMES -13 TAT HANGING ANGLE HOOD - #1 THE EQUIVALBNT DUCT DIAMETER BEFORE CONNECTING TO ANY B ADE 5(MINIMUM) (HARDWARE BY INSTALLER) FITTINGS SUCi AS ELBOWS TO AVOID SYSTEM EFFECT. >_ EEL HEX NUTS. 2'GRADE 5 9 RD UN)STEEL AT WASHER. UNIT PLAN VIES CORNER WEIGHTS, CORNER WEIGHTS ARE CALCULATED BASED ON VERTICAL DISCHARGE. Io 2'-13 TPIARE 81 LBS 6 6 LBS SUPPORT DUCT PROPERLY BEFORE FAN TO ENSURE CORNER WEIGHTS Q U ADE S(MINIMUM) ll EEL ALL-THREAD. T ADE 3(MINIMUM) 12 dd> :N EEL HEX NUT. FULL LENGTH > T 2'GRADE 5 HANGING ANGLE �INLET / 2-GR)STEEL (WEIGHT BEARING 13 1 d AT WASHER. ANCHOR POINT -- FOR HOOD). NORMAL TEMPERATURE TEST DIRECT DRIVE 14 a EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 350'F (176'C) 1/2'GRADE 5 UNTIL ALL FAN PARTS HAVE REACHED 15 DATE: 1 1 17 2023 (MINIMUM)STEEL THERMAL EQUILIBRIUM, AND WITHOUT ANY FLAT WASHER. DETERIORATING EFFECTS TO THE FAN WHICH Moron INFO 128 LBS 92 LBS yr-13 TPI WOULD CAUSE UNSAFE OPERATION, 16 EXHAUST 2.0HP-208V-1P-13.5FLA DWG.#: GRADE$(MINIMUM) STEEL HEX NUT. 6276639 ASSEMBLY INSTRUCTIONS 17 DRAWN Mark Eva 4NGING ANGLE MUST BE SUPPORTED WITH 1/2' - 13 TPI is BY: BADE 5 (MINIMUM) ALL-THREAD, SANDWICH HANGING HOOTBR/ RL MOP, D�nFAaeb0T1DH VGLES AND CEILING ANCHOR POINTS WITH 1/2' GRADE 5 SCALE: IINIMUM) STEEL FLAT WASHERS AND 1/2' - 13 TPI 19 3/4" = 1'-0" BADE 5 (MINIMUM) HEX NUTS AS SHOWN. MUST USE IUBLED HEX NUT CONFIGURATION ABOVE CEILING 20 MASTER DRAWING 4CHORS. SINGLE HEX NUT BENEATH HANGING ANGLE IS ES 'CEPTABLE FOR FULL LENGTH HANGING ANGLES, ---- DENOTES FIELDWIRING 4INTAIN 1/4' OF EXPOSED THREADS BENEATH BOTTOM 21 - DENOTES INTERNAL WIRING _X NUT, TORQUE ALL HEX NUTS TO 57 FT-LBS, 22 COLOR BK-BLAC LAC% -YELLOW GR BL-BLUE GR-GREEN \ BR-BROWN BY-GRAY 23 On-Gn.,,,.E PR-PURPLE W -RED I, -I,.. 01 SHEET NO. VH-WHITE 1 6, 4 APPROVED AS NOTED DATE:__`_� B.P.V�` -FEE __E:�SY: E� NOTIFY FIRE MARSHAL AT 631-765-18,02 FOR THE FOLLOWING INSPECTIONS: I. ROUGH INSPECTION 2. COMPLIANCE TESTING S. FINAL INSPECTION ALL WORK SHALL COMPLY WITH NYS CODES AND APPUCA13LE NFPA STANDARDS F I R E tRtiSPE�T10N REOU"RED BEFORE Ct?."'sTRUCTIO'kj MEET THz"REQUIREM-'JtS QF THE COD S 6^NEW YORK STATE. ,��RIFER IT IS A VIOLATION A LAW FOR ANY PERSON I ' FER c'Si UNLESS THEY ARE ACTING UNDER THE DIRECTIONFI ' a M� R��rF ��� OF A LICENSED PROFESSIONAL ARCHITECT, TO r. ALTER AN ITEM IN ANY WAY ON THIS DRAWING OR PERMITS REQUIRED SPECIFICATION (DOCUMENT). IF A DOCUMENT BEARING THE SEAL OF AN ARCHITECT IS ALTERED THE ALTERING ARCHITECT SHALL AFFIX TO THE DOCUMENT THEIR SEAL AND THE NOTIFICATION 91 041351 ��Q' "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND OF NEB THE DATE OF SUCH ALTERATION AND A SPECIFIC Fire Alarm System DESCRIPTION OF THE ALTERATION. AOR SEAL SIGNATURE Fire Sprinkler System / Fxed Suppression KITCHEN CONSTRUCTION (C) System _Non Combustible (Masonry) x All views to be the following scale: I"=1'-O" x Dimensions fire rated walls - 2 Hrs x New Kitchen _Existing Kitchen �DOd and Duct x Limited Combustible -(S/rock-metal studs) _Combustible -(S/rock-wood studs) _Existing 1 Hr. ok _Special sprinkler installation - i Hr. ok x Opening Protective (1 1/2 HR) - (Self closing, self latching, fire rated door assembly) PROJECT NOTE: OR Ok Without Opening Protectives if all of the following cam HOOD EQUIPMENT AND INSTALL MEET P 9 9 comply NEW YORK STATE MECHANICAL CODE Draft Curtain 24" H.T.(NL/LC) -Hds/Aes AND ECONAIRE UL LISTING Special sprinkler installation Exit at grade - OR - Sprinkler heads within 24" of draft curtain 60" apart kitchen safe DISCHARGE OF DUCT WORK �,J MINIMUM 10' FROM ANY WINDOW x Cooking equipment in the Kitchen _Cooking equipment at the Front Counter _Cooking equipment in the Dining Room 1 6 Zd V_� �__� _ _Cooking equipment in the Mobile Unit (d) _Cooking equipment in a Concession Stand (d) —Pizza Oven (d) G� *ECONAIRE UL LISTING ALLOWS +t/ HOOD HEAVY DUTY 300 CFM PER FT dV _Exhaust CFM- Medium Duty (d) x Exhaust CFM- Heavy Duty (d) Exhaust CFM- Extra Heavy Duty (d) (hot top, griddle, fryers, pizza, rotisseries) (range, wok, gas/elect. broilers) (Solid fuel char broilers) V\ (Wall-Linear Ft x 300), (S-Island Linear Ft x 500) (Wall-Linear Ft x 400), (S-Island Linear Ft x 600) (Wall-Linear Ft x 550), (S-Island Linear Ft x700) ROOF — — ROOF — — x Liquid tight external weld — — x 12" max hood length per exhaust riser (d) x18 ga. steel or 20 ga. stainless i I x Supply air N approx. replacement (d) _Su ply air 10 dg difference except for A/C (d) Supply air hood damper (286 deg. max) _Clearance 3" to Combustibles, Including 1" mineral woolnsulate the combustible not the hood) _Insulation - Max Flame Spread Rating 25/x x Clearance 3" to Limited Combustibles (d) _Clearance 0" to Non Combustibles Solid Fuel - Under separate hood j CLEAN-OUT DOOR x Char Broilers - 4" Min to hood _Solid fuel to have spark arrestors (d) T24" minimum all sides REACHABLE BY LADDER x Fryer - 16" space to flame producing appliance or 16" high steel baffle x-Elect. wire in conduit or EMT r- EXHAUST AIR DUCTWORK BEYOND x Filters to heat source 18" min x To flue 6" minimum (uprights, rotisseries, ovens, etc,�_Cleoronce (Hood button to app. top) x 6" overhang on all sides x 7 ft maximum off floor �--Maxjmum cooking surface temperature x Listed hood installed in accordance with terms of its listing x Manufacturer : ECONAIRE x Exhaust CFM : 3000 ECONAIRE 20 GAUGE GALVANIZED x Model : 4812 x Supply CFM : 2000 t — HEAVY DUTY KINDORF DISCHARGE BLOWER DUCTWORK DUCTS _ FASTENED TO WOOD JOIST x Airflow 1500 ft/minute minimum }' THREADED HANGING ROD x Dimension (LxWxH) x 16 ga. steel or 18 go. stainless Field welds to be Bell or Telescoping (d) FOR HOOD SUPPORT _Horizontal duct travels less than 75 ft (d) x uct connections to have flush buttons d x Duct exits bldg directly as possible (d) O i I x No exhaust dampers used uuci itched back to hood to collect grease I ,x-Liquid tight external weld x P h fire walls osss through Shall not x pg of insulated until inspected SECOND FLOOR SECOND FLOOR x Ducts not shored by other systems �- l N P — — — — Clearance_ 3" minimum to combustibles, including 1" mineral wool, (insulate the combustible not the hood) x Sig - Access Panel - Do not obstruct x f t every direction of change x Clearance 3" to Limited Combustibles Clearance 0" to Non Combustibles (d) �jxttnor - Weatherproofed , _Access Panels - Unobstructed _Within 3 ft of each side of an inline fan ECONAIRE HOOD ----------------- _20 ft horizontally (d) -- x Duct secured to the building _Access door at vertical base o ——————— —— ECONAIRE UTILITY SET BLOWER o _Enclosures - In bldg. more than 1 floor, from ceiling above hood or through any concealed spaces, ducts shall be enclosed N _______________ ___________________- MODEL# EAUSBI8DD 77 -- i Penetrate floors and ceilings -6" duct to enclosure ,Vented curb pt roof Ia'ROUND HEAT SENSOR 3000 CFM - x Through Penetration Fire Stop System as alternative to Enclosure with 6" airspace shall have a minimum of 3" including airspace, depending on mfr. (d) 10'-0" I 4'-0' FAN I HEAT SENSOR x Terminates - at building exterior up and away from roof x 40 i ches from roof - 36 CONTROL PANEL PLATFORM OUTSIDE OF BUILDING p i SALAMANDER SHEET ROCK ON METAL —Fan hinges away from duct with hold open retainer and flexible waterproof cables —x Grease drains back to trap at fan STUDS, COVERED WITH x MODEL# EA-At-610 Minimum 10' to cir intakes, property lines, windows and doors or 3' vertical x Safe acess area for servicingo ECONAIRE MAKE UP AIRE STAINLESS STEEL PANEL Non-Combustible_ side wall fan termination ok, no opening 10' horizontal, down 32" vertical up, except char - broilers to bepermitted (d) 0 2000 CFM o 36"x24" 36"x24" N w 36"x24" 6 BURNER GRIDDLE x r 6 BURNER RANGE RANGE ALL—ISLAND BLOWER & SHEETMETAL FIRST FLOOR FIRST FLOOR -Z Lj fl, 1585C SMITHTOWN AVENUE BOHEMIA, NY 11716 PHONE: (631) 567-7070 CONTACT: MICHAEL HIGGINS WATER LEVEL WATER LEVL_ FAX: (631) 567-6505 LICENSE#: 01488 HOOD - FRONT VIEW HOOD - SIDE VIEW Old Mill SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 5775 West Mill Rd Mattituck, NY 11952 DATE: 2024-02-06 SCALE: I"=V-O" DRAWN BY: P.F. OE SOUIyO� ( /U,/ - # # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 1 NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] .INSULATION/CAULKING [ ] FRAMING /STRAPPING f-tVPINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR C/77 OE SO(/lyO� Y��_y - # # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING FINAL �� f .Qf [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: lS ✓�s t'� 1s 54 n . 1Y \ DATE `T'✓f��Z INSPECTOR t TOWN OF SOUTHOLD—FIRE MARSHAL a Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 why � Telephone (631) 765-1802 Fax (631) 765-9502 httys://www.southoldtomm.gov FIRE PROTECTION SYSTEM PERMIT (� d1te ReceivedAPPLICATION For Office Use Only SEP 2 9 2023 1 / PERMIT NO. d3 Building Inspector: �V 13ulldtn } Depa�Pnent `i a$ !a k_r s zts Eh li,e Est /�wn of SouthOl Applications and forms must be filled out m their entirety Incomplete d #' applications r�;ill�no�t be act pted�WORTISNO'p�T®�B�'St yARTED�pri�or� �' tote applho�alea�plans�andEissuance�ofi�a permit �r � ��=�<s _�ik,,�� ,� ��_ Has a building permit been obtained for this project? ❑Yes ❑No If yes,buy ding permit# Dater a 3 *,t.q.z.7- x�s7d :s wYh .�?j"j"%^,,, Y+g Nl # i 1 ,*' '� a 1 2"d' k'a5 t a q,rRx 7 YT+t^ `✓ Y{a'{i:.� �e .K a.. ...��.tn�t",>a=.C� ....a=,, i'Ses� ....,r-,-rt�la�,r. :.,z� �'*ki°'m.�1�+:^':a Pz.kC v C. .�w.�.. r.S',as�.'th.�:. .''�s•�. ,4xi t€.m'ar,° �, x'r; �.,va µ�.�e. Me.�P 4i��:.ixs � w e.��rra,�.,,.,��€, n ecaza'n,r+!"a.�'•M Project Address. W \ , q � SCTM# 1000- C,t�': Zip �`�0�1T,ACT PER'SONa�TFO � TION _ �;�a Mailing Address Phone#: Email: Preferred contact method(select one): ❑Phone ❑Email `Y at {$-�T,•:}'` �A ar G�,'"'�;`A iV "tF,� {1r a,�' ia, •v � � y'�� �4•� .a x za �u�:< a �,,. "� x�. #�,a�e sx..c�i� t _.� a a�f Name: Contractor License#: Mailing Address:^� I Phone# G a - ar; Email: a�i'�^. `"'.avc. r, .� . BY:= �ti yr'vt � 4s���,{5� tA""'.{✓ r7 C���,#��1 s �'"� -s' �-n-"'d'i;,>'�?arpk�r ti °.�ys2� �' �3 'ukr SL �i� f F�qA ri.Srtit ��4trc r"s '�fi� Occupancy Description: ❑Assembly ❑Business ❑Education ❑Factory/Industrial ❑Institutional ❑Mercantile ❑Residential ❑ Storage Description of Work- ,�J)New System ❑Existing System Modification K is ��?"�' f a c!�:a 3,trg� �c� ,� ��n•a�^ia✓ ,��� r -� +,y�� r d a k � -.. �, w t r,YF�� .r to{' �aEa xv,: � ,:;n r e ^, `ids Sy r�nkler/StandjJi he /Water,Su 1 ; dire=Alarm/hCQ;Detectiaz�tS°stems Other FYre Protection S'�lsterns + �ln'Pip,,sq.���..�-,.�..�+,=adz],aY p�dy.,1 s� fp N>a';t v"t ,,p r'�a'+..,s:. i „iw'x�.c a t5 y�,r", >z,{».y.•:� r a r r .�s. "� d zs :✓ s ^� hid x}Y.Try' ,,Y? i'y� ; tCck all that �,�;��.`4�>�..y �izi��.4.�s3:{'+,"...�*.F 4 E•�°.:pk�Y) 'u�.v'r�;3r,�.rYsu k.aw; 's.r,z(Wzr.r`�.',. �exr i"?�:.� pp J�,/y,"'�k��s� ,c„`�` ��"`i.•���'.h 9�.°� ( �_1='>b.9v�'.C`5'��. "a'�E y,Y Y,�Y)t�.v�rfi�. ly,a \E�i46A 13,13D or 13R System ❑Manual DAutomatic ❑ Smoke Control ❑Standpipe ❑ Fire Pump ❑Protected Premises(local) ❑ Wet or Dry Chemical/Clean El Supervising station Agent Number of sprinkler heads: ❑Central Station ❑ Kitchen hood/exhaust ❑ Other Floor Area(sq. ft.): 1 ''� r Y.. :; ':, ', ,•e � `; a r v ._:"a ;;5{ & � �,..t;`k CCI()c►e�x A'ft6 Redditl'g I,the,undersigned understand thabthe issuance of a permit for the type Fvh►ch s=herein applied for,is based on „k• ..k . # 9,„"*s s,sums ,.•�l.a„ ....s _.,. f. .. sw F`x- ,; »•, C .,z5. r.., .k •. « �, .m the a reemen5",<fo conform:ro all re ulahons and,re u�rements I further understand°tI►at uoq=ca" pranceofsa�d.requarements,abymyself or°any officeror�s nay;grkezwo x'7zr» -' mv'SI " a^l i n�,<,;:-.:, gs'; �.:,y'+i ew"',!;x8imi<...* ,•. •.t:t>> d:r>�w v , employee ofahe firm or4mdw,idual l►sted as therapphcant onhis form,s allrlie-eauseforrevocahon bfsa►d permit Upon revocation of said permit the, " -' applicant or any employee of the"-applicant shall beprohibited to conduct such wojrkfor which Etus permitwas issued Thesre�sstiance of a permit shall.be }`' Based-u on r" ' ev ew.of the:circuQ►stances,leadin to the revocation An false starement(s)madeaHerem are pumshsble as amClass,A inisdemeauor pursuant f`` 1^;i.',Cr"' �, • �' #i-.awes g E .:� � � k ;-y`sG^'3kmk`a �,s c s st�v,:�., s my^s�.. p� a rn �% �, a i4 ,..,; �r � .s+„ to.Sect►ona210»45 of;the;Penal � 1'r. � Hsu .�x�. ,..�b•� Application Submitted By(punt narhe): ithorized Agent ❑Owner Company(if applicable) Applicant''Sigriature; �'.3 -` Date. FIRE.-PROTECTION.S'YSTEM PERMIT APPLICATION SUBMITAL INSTRUCTIONS Submit application only after reviewing the requirements for the specific permit for which you are applying(click the applicable link below). ® FIRE ALARM/CARBON MONOXIDE DETECTION SYSTEM SUBMITTAL GUIDELINES a FIRE SPRINKLER SYSTEM SUBMITTAL GUIDELINES ® FIXED FIRE SUPPRESSION,HOOD&EXHAUST SYSTEMS SUBMITTAL GUIDELINES . FEES A$250 permit fee is required for a non-residential permit.A$50 Certificate of Occupancy fee is required if the project is not part of an existing open building permit. All checks should be made payable to the Town of Southold. Permits,once issued,shall at all times be kept on the premises designated thereon with a copy of approved drawings and all related documentation required to obtain said permit.Installations subject to final testing,inspection and approval.Arrangements for testing/inspection shall be made by contacting the Town of Southold Building Department(631)765-1802. „�,'. , ; ��,� ���' �;�"� � .,.�., `� 9 x'`x��,� )�UR�OFFICE�ITSE,ONLY„ � � „� ',e,����a��,,F,,,,���,.. ���5��,�.•a=�'.��a,:L��"c� a. i wtx L vks ,., way 1" a s Amount Paid ° ' ECheckNo � /m1T y S,ri .f r N +�;.. a s•,e`c } ,,,tri C 4 v,;;. i �` mt'of« Gr''tam• t °�/ a�ai x "t k l^kx: t"S} , Pt No Date a � �< xpJ,ate r �,m, KPH .,•. >,z,cx »,� ,, , � " t kx to k y Gay ermi 2 Client#:95347 SENTAUT1 DATE(MMIDD/YYYY) ACORD.. CERTIFICATE OF LIABILITY INSURANCE 9/05/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Commercial Support Edgewood Partners Ins.Center PHONE 631-390-9700 FAX 631-390-9790 A/C No,Ext: A/C,No 40 Marcus Drive -ADDRESS: NECertificates@epicbrokers.com 3rd Floor INSURER(S)AFFORDING COVERAGE NAIC# Melville, NY 11747 INSURER A:Champlain Specialty Insurance Company 16834 INSURED INSURER B:NorGUARD Insurance Company 31470 Sentry Automatic Fire Protection Inc. INSURER C Merchants Preferred Insurance Co. 12901 735 Flanders Road INSURER D: Riverhead,NY 11901 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICYNUMBER MM/DD MMIDD/YYYY A X COMMERCIAL GENERAL LIABILITY CSSECGL000080702 7/31/2023 07/31/2024 EACH OCCURRENCE $1,000,000 CLAIMS-MADE �OCCUR PREMISES Eaoccurr nce $100 000 X BI/PD Ded:7,500 MED EXP(Anyone person) $Excluded X Contractual Liab. PERSONAL R ADV INJURY $1,000,000 GEN'LAGGREGGATTE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 FPOLICY ^I JECOT LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: F7 $ C AUTOMOBILE LIABILITY CAPI064214 1/12/2023 01/12/202 Ee MINED accciden SINGLE LIMITS IMIT $1,000,000 ANY AUTO BODILY INJURY(Per person) $ OWNED X SCHEDULED - BODILY INJURY(Per accident). $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE X AUTOS ONLY X AUTOS ONLY Per axident $ $ UMBRELLA LIAR HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION SEWC492392, 1/12/2023 01112/2024 X IspTEARTLITE OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? � N/A (Mandatory in NH) ILL EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 54375 NY-25, ACCORDANCE WITH THE POLICY PROVISIONS. Southold,NY 11971 AUTHORIZED REPRESENTATIVE • I ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S5884868/M5806985 SS105 MOUNTING OUN II G - FIRE SPRINKLER HEAD LEGEND CLOSURE - SYM CNT POSITION FINISH TEMP I< NPT SIN MFG. MODEL# \ - a 18 SIDE - 155 5.60 1 /2" RA1435--RASCO F1 FR560R !9 3 SIDE - 155 5.60 3/4" R5734 RASCO F30R56 2 SIDE - 155 5.60 1 /2" RA2865 RASCO F1FR560R,EC RASCO MOUNTING 2 PEND - 155 5,60 1 /2" RA1414 RASCO F1 FR560R -- PLATE \ 11 PEND - 165 5.60 1 /2" RA3415 RASCO G556QR 6 UPRIGHT - 212 5.60 1 /2" R1025 RASCO G-56SR UPRIGHT SPRINKLER ASSEMBLY HORIZONTAL SIDEWALLSPRINKLER --_--- _ = PIPE DROP Upper Level = BRANCH PIPING CONCEALED SPRINKLER ASSEMBLY O - PIPE RISER = MAIN PIPING FIRE SPRINKLER GENERAL NOTES: (NFPA13) RISER MANIFOLD W/ (1)DRAIN AND TEST 1. THIS IS AN HYDRAULICALLY DESIGNED SPRINKLER SYSTEM AND (2)FLOW SWITCH SHALL CONFORM TO NFPA 13,2016 AND NYS FIRE&BLDG CODE, (3)PRESSURE GAUGE 2020. 2. THE INSTALLATION,COMPONENTS,SIZING,SPACING,LOCATION, ELEC.BELL POSITION AND TYPE OF SYSTEMS CONFORM TO NFPA 13. a 3. ONLY LISTED MATERIALS WILL BE USED. ,m PREFER. FROM REMOTE 4. SPRINKLERS ARE TO BE PROTECTED AGAINST FREEZING AND 1 x2 BRANCH LINE 4 x 2 INJURY. I,III o FOG 36"ABOVE GRADE 5. PROPERTY OWNER AND/OR TENANT IS TO MAINTAIN A MINIMUM OF 40 F.IN ALL AREAS OF WET PIPING. � 4"CHECK VALVE 4"RPZ 6. INSPECTION AND TEST OF SPRINKLER SYSTEM SHALL BE 4 7'10" 0 7'10" 4 7'10" W/BALL VALVES P I P E (LEAD FREE) CONDUCTED AS SPECIFIED IN NFPA 25. N 7. THE SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE WITH TEST COCKS WALL THE OCCUPANCY CLASSIFICATIONS OF NFPA 13 AND AS _ SPECIFIED ON PLANS. 4" i 8. WATER SUPPLY TEST PIPES AND GAUGES SHALL BE PROVIDED TEST VA. IN i -� AS REQUIRED. �� r KIT hEN Lo ACCES)SIBLE LOCATION 9. PIPING SPECIFICATIONS,SYSTEM TEST PIPES,PROTECTION AGAINST CORROSION,DRAINAGE FITTINGS,VALVES,HANGERS, 1 3 cRAwL �, GUARDS AND SHIELDS SHALL BE IN ACCORDANCE WITH NFPA 13. SPACE 12 MIN. _ GRADE 30" MAX. 10.STOCK OF EXTRA SPRINKLER HEAD SHALL BE FURNISHED. 1 7 10 PROTECTIVE (REQUIRED FOR EACH TEMPERATURE RATING). s-o DAI 111 11 4" 4" ENCLOSURE 11. SPACING,LOCATION AND POSITION OF SPRINKLER HEAD WILL N o 1 05 �:� BE IN ACCORDANCE WITH CHAPTER 8. 1 (7'10" - 12.MINIMUM CLEARANCE OF SPRINKLER DEFLECTOR TO CEILING AS -0 TO SERVICE PER CHAPTER 8. 0 ELL W CORROSION RESISTANT 13.DI 1 ELEC. BELL � STANCE OF SPRINKLERS FROM HEAT SOURCES SHALL BE AS Q OUTLET EQUAL TO A SPRINKLER---' REQUIRED BY NFPA 13. SECTION OF FIRE SERVICE 14.PROVIDE DRAINS AND PITCH AS REQUIRED. 4°X22X22 4 4 RPZ A _ 15. ALL VALVES SHALL BE IDENTIFIED AS REQUIRED BY NFPA 13. oll FDC C�° M 16. ALL VALVE CONNECTIONS TO WATER SUPPLIES AND IN THE �j 4 4 ^ 4 4 SUPPLY TO SPRINKLERS SHALL BE APPROVED O.S.&Y.OR ,C000 LJ i B7Hj� _ 11-7 0-312 6-0 s-o APPROVED INDICATOR TYPE. ° WET PIPE INSPECTORS TEST 17. DRAIN VALVES AND TEST VALVES SHALL BE APPROVED TYPE. DINING 1 2! - 18.HANGERS SHALL BE OF A TYPE APPROVED FOR USE WITH THE 0J PIPE OR TUBE INVOLVED IN ACCORDANCE WITH NFPA 13. -s 2 I 1 2-8'z 1 19.PROVISIONS SHOULD BE MADE TO FACILITATE FLUSHING 4" MAI -- 1 UP& DOW SYSTEM PIPING BY PROVIDING FLUSHING CONNECTION AS 1- 5-10'2 REQUIRED. 20.SPRINKLER HEADS SHALL BE AN APPROVED TYPE AS REQUIRED _10 � BYf NFIlA13. 21.TEMPERATURE RATING SHALL COMPLY WITH NFPA 13 i REQUIREMENTS. 22.MINIMUM CLEARANCE OF 18"BELOW SPRINKLER DEFECTOR ARE - TO BE MAINTAINED. 23.UNDERGROUND PIPING IS TO BE SUPPORTED WITH RODDING, BLACKING AND CLAMPING AS PER NFPA 24 REQUIREMENTS. 24.CURB BOX VALVE IS TO BE PROVIDED AS PER NFPA. 1 - STAIRZ UP 25.ALL REQUIRED SIGNS ARE TO BE PROVIDED. 14-3 107 I"'' d 26.SPRINKLER SYSTEM IS TO BE CONNECTED TO THE BUILDING F1, �'�' (' `°' ° "' FIRE ALARM SYSTEM INCLUDING ELECTRIC BEL L BY ALARM PERMITS REWIRED COMPANY. ' vt UU E f1 27.PIPING TO BE SCHEDULE 10 AND/OR 40 BLACK STEEL. 28."CONTRACTOR'S MATERIAL and TEST CERTIFICATES"SHALL BE SUBMITTED TO THE FIRE MARSHAL PRIOR TO APPROVAL OF THE INSTALLATION. ' Fire Alarm System Fire Sprinkler System oL--- J Fixed Suppression APPROVED AS NOTED System DATE.f Q& 33.P. # ,03 CN , „Hood and Duct FEE �b 14-3 `" o ---- NOTIFY FIRE MARSHAL AT 631-765-1802 FOR THE FOLLOWING INSPECTIONS: DN BAR - - -- UE ALL CON$TRUCTIO�S$H L I. ROUGH INSPECTION 102 -_- ET THE REQUIREMENTS r 2. COMPLIANCE TES TING CODES OF 3. FINAL INSPECTION ALL WORK SHALL COMPLY WITH NYS CODES AND APPUCABLE NFPA _ FIRE STANDARDS • It�SPED REQUIRED 0�� ' Ec1=ORE OPEIVNG cif NEP/ OCT 3 Lrry tA, • QlS!(�itTf! 11i!!?D..c n �'"'� � �`� u-- ��J I `���ESS10�aP� F.M. STAMPING AREA W 5775 WEST MILL ROAD SENTRY ISt FLOOR- FIRE SPRINKLER PLAN 5775 W Mill Road AUTOMATIC FIRE SCALE: 1/4" = V-0" I- ` Mattituck, NY 11952 7 PROTECTION INC. 0 2 . W - .,Co 735 . FLANDERS RD _I FIRE SPRINKLER PLAN 1 st FLOOR �� �� PH#(631)723Y 1 3095 NO. REVISIONS DATE BY FILE S23.4533 SC L NOTED ADDED ELEC. BELL, HEAD, ITV 10 11 2 MRL 5775 W Mill Road.dwg AS DRAWN CHEKED PROJECT # BY MRL BY RM S23.4533 DATE SEPTEMBER2023 DWG' # SP_1 OU I L / RECREATION ROOM EMPLOYEE KITCHEN I i 100.0 1 100. 1 OPEN ABOVE 5. 5 J.17 / .17 F OP BELOW I rF- L- -J / 114 4 M 2 7 89V LI 4' MAIN 0;6' 1 4-6 1-6 6 1-6 7- 1-3 U & DOWN / DO STAIR / 4,MAIN E - — -- UP3 UP6 DO WN TO 2 FL OR EMPLOYEE BATHROOM 1> i 11 4-2 HAL ` 9-8 HALF BAT 1 i 1 .0 1 100.0 1 ' 0 , 1 .6 5.6 'f -- 7.17 7.vf�t`tANI AL 4_8,z " �❑ L011>1 - a EMPLOYEE OFFICE MNGR BATHROOM / UP5 CIO " STORAGE IOU/ 1 100.0 ! 1 5,6 - 5.6 / / , 2 ri /7.17 / DN 7.17/ / 2-2 a MANAGER OFFICE EMPLOYEE CHANGING ROOM BATHRO M /j 1 UP4 1 6-1 M/ IIILI O 100.0 1 100.0 1 / 5.6 / 7.17' / 7.17 DA Name. 1 -' DA Area: 154776 I, - - - ---- - - I.T.V.0 2nd FLOOR FIRE SPRINKLER PLAN ATTIC FIRE SPRINKLER PLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" OF r`k'r 3• CO o� �° FIR E SPRINKLER HEAD LEGEND sslo SYM CN1 POSITION FINISH TEMP K NPT SIN MFG. MODEL# F.M. STAMPING AREA �- 1 55 5.60 1 �" RA1 435 RASCO F1 FR560R MOUNTING . q 18 SIDE SURFACE 5775 WEST MILL ROAD {rEN'�'RY ® 3 SIDE - 155 5.60 3/4" R5734 PASCO F30R56 - An' �,,..CLOSURE—� -' 5775 W Mill Road4 2 SIDE 155 5.60 1 /2" RA2865 PASCO FIFR560R,Eco AUTOMATIC FIRE Mattituck, NY 11952 7 _ PROTECTION INC. 2 PEND - 155 5.60 1 /2" RA1414 RASCO F1 FR56OR FIRE SPRINKLER PLAN 8� °ALL `' Q 735 FLANDERS RD 11 PEND - 165 5.60 112 RA3415 PASCO G5-560R J ���� ^mac FLANDERS, NY 11901 0 6 UPRIGHT - 212 5.60 1 /2" R1025 PASCO G-56SR ( RASC l 1- 2nd FLOOR & ATTIC R�P�� PH#(631)723-3095 MOUNTING NO. REVISIONS DATE BY FILE SCALE - S23.4533 AS NOTED - PLATE ADDED ELEC. BELL, HEAD, ITV 10 11 2 MRL 5775 W Mill Road.dw = PIPE DROP Upper Level = BRANCH PIPING - �- DRAWN CHEKED PROJECT # . PIPE RISER RECESSED SPRINKLER ASSEMBLY HORIZONTAL SIDEWALL BY �/fR(DATE BY RM 523.4533 DWG. # O = MAIN PIPING UPRIGHT SPRINKLER ASSEMBLY SPRINKLER SEPTEMBER 2023 Sp-2 Sentry Automatic Fire Protection Inc. 735 Flanders Road .��� Riverhead, NY, 11,901 Phone (631 ) 723-3095 SENTRY Fire Sprinkler Calculcations For 5775 W Mill Road Mattituck, NY 11952 OF NERYy ���- 0 l J i CALCULATION SUMMARY Project Name:5775 West Mill Road(AS BUILT) Project Location: 5775 West Mill Road Contract No.:S23.4533 City: Mattituck, New York 11952 Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads -Streams Source W) (gpm) (psi) (gpm/I}Z) (psi) (gpm) # (gpm) (Psi) 1 Demand(HW) LIGHT HAZARD 900 291.9 Required 0.154 7.6 15.4 9 150 64.1 23.6 File:S23.4533-5775 W Mill Road.dwg Date 4/18/2024 Copyright©2002-2012 Tyco Fire Protection Products Pagel HYDRAULIC CALCULATIONS for Job Information Project Name:5775 West Mill Road(AS BUILT) Contract No.:S23.4533 City: Mattituck, New York 11952 Project Location: 5775 West Mill Road Date:4/18/2024 Contractor Information Name of Contractor: Sentry Automatic Fire Protection Address: 735 Flanders Rd City: Flanders, NY 11901 Phone Number: 631-723-3095 E-mail:sales@sentryny.com Name of Designer: MRL Authority Having Jurisdiction: Design Remote Area Name 1 J Remote Area Location ATTIC I RESTURAUNT Occupancy Classification LIGHT HAZARD Density(gpm/ft2) 0.154 Area of Application(111:2) 900 Coverage per Sprinkler(ft2) 100 Number of Calculated Sprinklers 9 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 150 Total Water Required(incl.Hose Streams)(gpm) 291.9 Required Pressure at Source(psi) 23.6 Type of System Wet Volume-Entire System (gal) 38.6 gal Water Supply Information Date 05/11/2021 Location NAUGLES RD 1st HYD E/O BREAKWATER RD Source W1 Notes File:S23.4533-5775 W Mill Road.dwg Date 4H 8/2024 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:5775 West Mill Road(AS BUILT) Node Labels: Off Pipe Labels: Off Diagram for Design Area : 1 (Optimized Hvdraulic Simplified) r s e File:S23.4533-5775 W Mill Road.dwg Date 4/18/2024 Copyright©2002-2012 Tyco Fire Protection Products - Page 3 l Job:5775 West Mill Road(AS BUILT) Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) - Pressure(psi) 0 88 2265 76 Supply Analysis Static Pressure Residual Pressure Flow Available Total Diemand Required Pressure Node at Source (psi) (psi) (gpm) Pressi;re (gpm) (psi) W1 88 76 2265 87.7 291.9 23.6 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 150 Other(custom defined) Hose Flow(gpm) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Hose Flow(gpm) 150 Sprinklers Ovehead Sprinkler Flow(gpm) 141.9 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Sprinkler Flow(gpm) 141.9 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 23.6 W1 -Flow(gpm) 141.9 Demand w/o System Pump(s) N/A File:S23.4533-5775 W Mill Road.dwg Date 4/18/2024 Copyright @ 2002-2012 Tyco Fire Protection Products Page 4 Job:5775 West Mill Road(AS BUILD _ Hydraulic Analysis for : 1 r fl Supply n System Demand ja Add.Out.Hose 0 Available At Source ! 15 14 . �._i_.-.y....__.._�...�. 120- 110 87.7 psi @ 291.9 gpm t _ '; { f d eo- 43 7 ' r N 1 V ►• .. _" 4 - —i --}- t 0 700800900 100011001200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400! Flow,gpm - .... .........._._.._....._.._....... -- — File:S23.4533-5775 W Mill Road.dwg' Date 4/18/2024 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job:5775 West Mill Road(AS BUILT) Hydraulic Analysis for : 1 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 88 S2 Supply point#2-Residual 2265 76 D1 Elevation Pressure 0 8.7 D2 System Demand 141.9 23.6 D3 System Demand+Add.Cut.Hose 291.9 23.6 Curve Intersections &Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 87.6 349.1 64.1 291.9 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi'/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) SD1 Overhead 100 5.6 0.15 15 7.2 0.154 15.4 7.5 Sprinkler SD2 Overhead 100 5.6 0.15 15 7.2 0.155 15.5 7.7 Sprinkler Overhead SD3 Sprinkler 100 5.6 0.15 15 7.2 0.162 16.2 8.4 SD4 Overhead 100 5.6 0.15 15 7.2 0.155 15.5 7.7 Sprinkler SD5 Overhead 100 5.6 0.15 15 7.2 0.157 15.7 7.9 Sprinkler S136 Overhead 100 5.6 0.15 15 7.2 0.164 16.4 8.5 Sprinkler U3 Overhead 100 5.6 0.15 15 7.6 0.154 - 15.4 7.6 Sprinkler U2 Overhead 100 5.6 0;15 15 7.6 0.156 15.6 7.7 Sprinkler U3 Overhead 100 5.6 0.15 15 7.6 0.162 16.2 8.4 Sprinkler File:S23.4533-5775 W Mill Road.dwg Date 4/18/2024 Copyright @ 2002-2012 Tyco Fire Protection Products Page 6 Job:5775 West Mill Road(AS BUILT) Hydraulic Calculations/Fluid Delivery Time Analysis l Node Data _ Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density .Elev:Pres. Req. Discharge m ftz psi psi ft 9pm/Psis/z gPm gpm/ftz Psi gPm SD1 Overhead Sprinkler 5.6 15.4 100 7.5 7.2 23 HEAD Open 0.4 0.154 -8.7 15 U1 Overhead Sprinkler 5.6 15.4 100 7.6 7.6 23 HEAD Open 0.4 0.154 -8.7 15 SD2 Overhead Sprinkler 5.6 15.5 100 7.7 7.2 23 HEAD Open 0.5 0.155 -8.7 15 SD4 Overhead Sprinkler 5.6 15.5 100 7.7 7.2 23 HEAD Open 0�5 0.155 -8.7 15 U2 Overhead Sprinkler 5.6 15.6 100 7.7 7.6 23 HEAD Open 0.6 0.156 -8.7 15 _ SD5 Overhead Sprinkler 5.6 15.7 100 7.9 7.2 23 HEAD Open 1 0.7 0.157 -8.7 15 SD3 Overhead Sprinkler 5.6 16.2 100 8.4 7.2 23 HEAD Open 1.2 0.162 -8.7 15 U3 Overhead Sprinkler 5.6 16.2 100 8.4 7.6 i 23 HEAD Open 1.2 0.162 -8.7 15 ` SD6 Overhead Sprinkler 5.6 16.4 100 8.5 7.2 23 HEAD Open 1.4 0.164 -8.7 15 001 Node 9.9 23 NODE -8.7 008 Node 9.9 23 NODE -8.7 010 Node 10.1 23 NODE ; -8.7 43 Node 18.4 8 NODE -2.2 095-0 Node 23.4 3 NODE 0 095-I Node 23.6 3 NODE 0 W1 Supply -141.9 23.6 3 SUPPLY 0 73 Node 25.7. -3 NODE 12.6 File:S23.4533-5775 W Mill Road.dwg Date 4/18/2024 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job name:5775 West Mill Road(AS BUILT) Sheet number: PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added(q)* Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev(Pe) NOTES T frict(Pf) (ft) (gPm/PS1'/2) OPm) (in) (ft) (ft) (psi) (Psi) U 1 23 5.6 15.4 1.25 10.2 120 7.6 U2 23 5.6 15.4 1.442 0 0.017 0 10.2 0.2 U2 23 5.6 15.6 1.25 10.69 120 7.7 U3 23 5.6 31 1.442 0 0.0619 0 10.69 0.7 U3 23 5.6 16.2 1.25lx(us.Tee-Br)=7.43 3.95 120 8.4 008 23 47.2 1.442 r 7.43 0.135 0 11.38 ­ 1.5 008 23 47.1 2.5 6.76 120 9.9 010 23 94.3 2.635 0 0.0258 -0 6.76 0.2 010 23 47.6 2.5lx(us.90)=8.24 24.13 120 10.1 43 8 141.9 2.635 8.24 0.055 6.5 32.37 1.8 43 8 0 2lx(us.90)=6.15 it 120 18.4 73 -3 141.9 2.157 6.15 0.1459 4.8 17.15 2.5 73 -3 0 4 2x(us.90)=20 23.59 120 25.7 095-0 3 141.9 4.026 20 0.007 -2.6 43.59 0.3 095-0 3 0 4 1 " 23.4 AV-1 Check 095-1 3 141.9 0 0 0.1942 0 Horiz 1 0.2 *** 095-1 3 0 4 6 120 23.6 W 1 3 141.9 4.026 0 0.007 0 6 0.0 SD1 23 5.6 15.4 1.25 10.2 120 7.5 SD2 23 5.6 15.4 1.442 0 0.0169 0 10.2 0.2 SD2 23 5.6 15.5 1.25 10.69 120 7.7 SD3 23 5.6 30.9 1.442 0 0.0616, 0 10.69 0.7 SD3 23 5.6 16.2 1.25lx(us.Tee-Br)=7.43 3.95 120 8.4 001 23 47.1 1.442 7.43 0.1344 0 11.38 1.5 001 23 0 2.5 6.76 120 9.9 008 23 47.1 2.635 0 0.0071 0 6.76 0.0 SD4 23 5.6 15.5 1.25 10.2 120 7.7 SD5 23 5.6 15.5 1.442, 0 0.0172 0 10.2 0.2 SD5 23 5.6 15.7 1.25 10.69 120 7.9 SD6 23 5.6 '31.2 1.442 0 0.0629 0 10.69 0.7 SD6 23 5.6 16.4 1.25lx(us.Tee-Br)=7.43 3.95 120 8.5 010 23 47.6 1.442 7.43 0.1373 0 11.38 1.6 ©2006 National Fire Protection Association Page 8 v r Job name:5775 West Mill Road(AS BUILT) Sheet number. PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added(q)* Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev(Pe) NOTES, T frict(Pf) (ft) (gPm/Psi'/z) (gPm) (in) (ft) (ft) (Psi) (Psi) * Discharge shown for flowing nodes only 1 ©2006 National Fire Protection Association Page 9 Job:5775 West Mill Road(AS BUILT) Device Graphs Pressure vs.Flow Function Design Area:1; Supply Ref.:W1; Supply Name:W1 90•—; _..._. (—i—. .... _-._.__.. .__....__. .......- .....-...._... . ............. ............ .........._.... -.. ......... 73 _ .... .... ... ... ..... i. ... . 65= ._ ._—111111.—1—_._. .. .. .. ......... ........._ .... _ .. —.—_..... J�— .........__..._..._..._................ ............._.._.......__._........_,. m45:._.1_-..._ _ _..._— —__............. ...._... .. ... _.. ..._..................... ....- _ . . .....- d40: 3 .,,...._..-._. .,..._.. .,.., .,_.... .- _ .. 30. ii —__—._.____ .... .. 1 S ._-—_— —_.I ...... .____._.... ..- -....... _...—..__. e _ ..... .!!!. .. _.....___. .._. m a Flow,gpm r c i Pressure Loss Function Design Area:1; Valve Ref.:120(AV-1 Check Horiz,Size-4);Inlet Node:095-1;Outlet Node:096.0 3.4. _ ......... _...._ —___._._ ... .........-. _._. .. 2.9---f -......... ...------------.................................................. ............ !................... ... ..............._k.---... ........ ....-.... ....... of2.4 _._...-..�. ..._._,.__.._..__. n a` 1.4•___.._--__ ....__._... .. ... ___._... ... ...................... .... _ 1_.............._.__.— Flow,gpm File:S23.4533-5775 W Mill Road.dwg Date 4/18/2024 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Bulletin 034 Rev.G March 2018 Fellable Model G5 Series Sprinklers Standard Coverage,Concealed Pendent Available with Solid,Perforated,or Gasket Cover Plate K2.8,4.2,5.6,&8.0(40,60,80,&115 metric) Features • Flat concealed cover plate available solid or perforated in a variety of finishes, • Available with Stainless Steel Clad cover plate(see Table 1). Y k0 t • 3/4-inch(19 mm)cover plate adjustment. s • Cover plate available with optional gasket. ,_ `Product Description Model G5 Cover Plate Model G5 Cover Plate (Solid) (Perforated) Model G5 series sprinklers are standard coverage, flat plate concealed sprinklers designed for installation in accordance with NFPA 13 and FM Global Property Loss Prevention Data Sheets. The sprinklers are offered with a standard Model G5 A ��ax t cover plate(solid or perforated),a Model G5 cover plate with a ,; " ; Quick-response (QR) gasket, or a Model G5 cover plate with a Standard-response(SR)gasket. Model G5 sprinklers must only _" `` ��' ; 3 t be used with the Model G5 cover plate listed or approved with , the sprinkler. All Model G5 series sprinklers use a fusible-link operating element. Table A provides a summary of available Model G5 series sprinklers,along with Listing and Approval in- Model G5 OR Gasket Model G5 SR Gasket formation for each sprinkler and cover plate combination. Cover Plate Cover Plate Model G5 Series Sprinkler Cover Plates Model G5 Series Sprinkler Summary K-Factor Listings Max.Working Sprinkler Sprinkler gpm/psi'/Z Cover Plate and Sensitivity Pressure Identification (L/min/bar'�4 Model Model Approvals psi(bar) Number(SIN) G5 cULus QR G5-28 2.8 FM SR(40) G5 OR Gasket cULus QR 175(12) RA3411 G5 SR Gasket cULus, FM SR G5 G5-42 (60) G5 QR Gasket cULus OR 175(12) RA3413 G5 SR Gasket cULus SR G5 cULus QR 250(17) 5.6 FM, LPCB,VdS, CE SR 175(12) G5-56 (80) G5 OR Gasket cULus QR 250(17) RA3415 G5 SR Gasket cULus SR 250(17) FM SR 175(12) 5.6 G5 G5-56 300 (80) G5 OR Gasket cULus QR 300(21) RA4014 G5 SR Gasket cULus SR G5 G5-80 8'0 G5 OR Gasket cULus QR 175(12) RA3412 (115) G5 SR Gasket cULus SR G5-80F (a15) G5 SR Gasket FM SR 175(12) RA3417 www.reliablesprinkler.com ••el G5-28 Standard Coverage,ConcealedPendentSprinkler SIN 1 + Technical Specifications Sprinkler Temperature Ratings ,„ Style:Flat Concealed Pendent 165°F(74°C) Threads:1/2"NPT or ISO 7-1 131/2 212°F(100°C) Nominal K-Factor:2.8(40 metric) Sensitivity Max.Working Pressure:175 psi(12 bar) (See Table B) Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5(Solid or Perforated) Sprinkler Body:Brass Alloy Model G5 QR Gasket(cULus only) Levers:Bronze Alloy Model G5 SR Gasket Yoke:Brass Alloy Sealing washer:Nickel with PTFE Cover Plate Finishes Load Screw:Bronze Alloy (See Table I) Towers:Copper Alloy Sprinkler Wrench § ' Pins:Stainless Steel Model FC } Deflector.Bronze Alloy Listings and Approvals . Cup:Steel cULus Listed(Light Hazard only) FM Approved Model G5-28 Sprinkler Components and Dimensions �! 2-5/16" (58 mm) Dia, Threads Body Cup Ceiling Tower ....... Fusible Link 3/4"(19 mm)Max, - 3/16"(5 mm) Deflector(retracted) I I I Cover Plate Adjustment Pin(extended) Deflector(extended)--- • Model G5 Cover Plate 3-5116"(84 mm)Dia, Ceiling Model G6-28 Sprinkler Sensitivity = Listing or Approval Agency Cover Plate Model cULus FM G5 QR SR G5 QR Gasket QR — G5 SR Gasket SR SR QR: Quick-response SR:Standard-response Bulletin 034 Rev.G Page 2 of 9 March 2018 la www.rellablesprinkler,com _i Model G5-42 Standard Coverage,Concealed Pendent Sprinkler SIN RA341�i Technical Specifications Sprinkler Temperature Ratings - Style:Flat Concealed Pendent 165°F(74°C) Threads:1/2"NPT or ISO 7-1 13+/2 212°F(100°C) r, Nominal K-Factor:4.2(60 metric) Sensitivity Max.Working Pressure:175 psi(12 bar) (See Table C) Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5(Solid or Perforated) Sprinkler Body:Brass Alloy Model G5 QR Gasket Levers:Bronze Alloy Model G5 SR Gasket ` Yoke:Brass Alloy Cover Plate Finishes Sealing washer:Nickel with PTFE (See Table 1) Load Screw:Bronze Alloy Towers:Copper Alloy Sprinkler Wrench Pins:Stainless Steel Model FC Deflector:Bronze Alloy Listings and Approvals Cup:Steel cULus Listed(Light Hazard only) Model G5-42 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling Tower ....... Fusible Link 3/4"(19 mm)Max. %--- 3/16"(5 mm) Deflector(retracted) Cover Plate Adjustment Pin(extended) - Deflector(extended) Model G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model G5-42 Sensitivity Listing or Approval Agency Cover Plate Model cULus G5 QR G5 QR Gasket QR G5 SR Gasket SR QR:Quick-response SR:Standard-response Bulletin 034 Rev.G '�� Page 3 of 9 March 2018 �1� www.reliablesprinkler.com t. StandardModel G5-56 . r T64nical Specifications Sprinkler Temperature Ratings WWle:Flat Concealed Pendent 1650F(74°C) Threads:1/2"NPT or ISO 7-1 R1/2 212°F(1001C)(cULus,FM,LPCB,CE only) Nominal K-Factor:5.6(80 metric) Sensitivity ` Max.Working Pressure: (See Table D) h Yy 175 psi(12 bar) Cover Plates 250 psi(17 bar)(cULus only) Model G5(Solid or Perforated) Material Specifications Model G5 QR Gasket(cULus only) Fusible Link:Beryllium Nickel Model G5 SR Gasket(cULus and FM only) .., Sprinkler Body:Brass Alloy Cover Plate Finishes Levers:Bronze Alloy (See Table I) Yoke:Brass Alloy Sealing washer:Nickel with PTFE Sprinkler Wrench Load Screw:Bronze Alloy Model FC Towers:Copper Alloy Listings and Approvals ' Pins:Stainless Steel cULus Listed(Light&Ordinary Hazard only) Deflector:Bronze Alloy FM Approved Cup:Steel LPCB Approved VdS Approved[165°F(74°C)only] CE Listed Model G5-56 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia, Threads Body Cup Ceiling Tower ....... Fusible Link 3/4"(19 mm)Max. °---- Deflector(retracted) ; Cover Plate Adjustment ;;;;;;; 3/16"(5 mm) Pin(extended) Deflector(extended) --F, Model G5 Cover Plate 3-5/16"(84 mm)Dia, Ceiling Model G5-56 Sensitivity •� - � Listing or Approval Agency Cover Plate Model cULus FM LPCB,VdS,CE G5 QR SR SR G5 QR Gasket QR -- — G5 SR Gasket SR SR -- QR: Quick-response SR:Standard-response Bulletin 034 Rev,G Page 4 of 9 March 2018 �� www.rellablesprinkler.com i T Model G5-56 300 Standard Coverage, • • Pendent Sprinkler •1 '6 t Technical Specifications Sprinkler Temperature Ratings $ Style:Flat Concealed Pendent 165-F(74°C) , Threads:1/2"NPT or ISO 7-1 R1/2 212-F(100°C) Nominal K-Factor:5,6(80 metric) Sensitivity Max.Working Pressure:300 psi(21 bar) (See Table E) Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5(Solid or Perforated) Sprinkler Body:Brass Alloy Model G5 QR Gasket Levers:Bronze Alloy Model G5 SR Gasket Yoke:Brass Alloy Cover Plate Finishes Sealing washer.Nickel with PTFE S. (See Table 1) -n Load Screw:Bronze Alloy Towers:Copper Alloy Sprinkler Wrench Pins:Stainless Steel Model FC vx- Deflector:Bronze Alloy Listings and Approvals : Cup:Steel cULus Listed(Light&Ordinary Hazard only) Model G5-56 300 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling Tower ....... Fusible Link 3/4"(19 mm)Max. a---- 3/16"(5 mm) Deflector(retracted) i 1 Cover Plate Adjustment 11 ii ••••••• Pin(extended) Deflector(extended) Model G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model G5-56 300 Sensitivity Listing or Approval Agency Cover Plate Model cULus G5 QR G5 QR Gasket QR G5 SR Gasket SR QR: Quick-response SR:Standard-response Bulletin 034 Rev,G "� Page 5 of 9 March 2018 www.reliablesprinkler.com c , Model :0 Standard Coverage, Concealed Pendent Sprinkler SIN RA3412 : Technical Specifications Sprinkler Temperature Ratings Style:Flat Concealed Pendent 165°F(74°C) y Threads:3/4'NPT or ISO 7-1 R3/4 212°F(100°C) Nominal K-Factor:8.0(115 metric) Sensitivity Max.Working Pressure:175 psi(12 bar) (See Table F) Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5(Solid or Perforated) Sprinkler Body:Brass Alloy Model G5 QR Gasket "- Levers:Bronze Alloy Model G5 SR Gasket Yoke:Brass Alloy Cover Plate Finishes Sealing washer:Nickel with PTFE (See Table 1) Load Screw:Bronze Alloy ` Towers:Copper Alloy Sprinkler Wrench ° Pins:Stainless Steel Model FC Deflector:Bronze Alloy Listings and Approvals Cup:Steel cULus Listed(Light&Ordinary Hazard only) Model G5-80 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling Tower ....... Fusible Link 3/4"(19 mm)Max. `---- 3/16"(5 mm) "Deflector(retracted) i I Cover Plate Adjustment Pin(extended) - Deflector(extended) ' Model G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model G5-80 Sensitivity Listing or Approval Agency Cover Plate Model cULus G5 QR G5 QR Gasket QR G5 SR Gasket SR QR: Quick-response SR: Standard-response Bulletin 034 Rev.G Page 6 of 9 March 2018 � •• www.rellablesprinkler.com S ' Model :1 •. • Coverage, Concealed Pendent Sprinkler Technical Specifications Sprinkler Temperature Ratings Style:Flat Concealed Pendent 165°F(74°C) Threads:3/4"NPT or ISO 7-1 133/4 212°F(100°C) Nominal K-Factor:8.0 115 metric ' ( ) Sensitivity Max.Working Pressure:175 psi(12 bar) Standard Response Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5(Solid or Perforated) Sprinkler Body:Brass Alloy Model G5 SR Gasket Levers:Bronze Alloy Cover Plate Finishes Yoke:Brass Alloy (See Table 1) Sealing washer:Nickel with PTFE "F° Load Screw:Bronze Alloy Sprinkler Wrench Towers:Copper Alloy Model FC Pins:Stainless Steel Listings and Approvals Deflector:Stainless Steel FM Approved ¢. Cup:Steele Model G5-800 Sprinkler Components and Dimensions �• '�� 2-5/16" (58 mm) Dia, Threads Body Cup Ceiling ....... Tower ....... Fusible Link 3/4"(19 mm)Max. -' �� 3/16"(5 mm) Deflector(retracted) I Cover Plate Adjustment I I ....... Pin(extended) Deflector(extended)-- ' Model G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model G5-80F Sensitivity Listing or Approval Agency Cover Plate Model FM G5 SR G5 SR Gasket SR SR:Standard-response Bulletin 034 Rev.G Page 7 of 9 March 2018 www.reliablesprinkler.com t t Installation Dimensions and Cover Plate Information Min.to Max. Min.to Max. Cover Plate Recommended Cover Plate Face of Fitting Dropped Cover Plate Cover Plate Diameter Hole Diameter Adjustment to Deflector Temperature Model Inch in Ceiling Inch Ceiling(') Distance Rating Inch below Ceiling F (mm) (mm) (mm) Inch(mm) Inch (°C) mm G5(2) 3-5/16 (84) 1350F(4) G5 QR Gasket(3) 3-11/16 (57°C) (94) 2-5/8 3/4 1-1/2 t0 2-1/4 1/4 t0 1 Or (67) (19) (38 to 57) (6 to 25) G5 SR Gasket(3) 4 1650F(s) (101 mm) (74`C) Notes: 1. Face of fitting to ceiling dimensions are based on nominal thread make up. Verify dimensions based on fitting and thread sealing method prior to installation.A 1/2'x 1/2' brass nipple extension (Reliable P/N 6999991900) is available to assist with replacement of Reliable Model G4A sprinklers. 2. Model G5 cover plates are available either solid or perforated. 3. Model G5 QR Gasket and Model G5 SR Gasket cover plates are sold as assembled units including both the cover plate and gasket. Model G5 QR Gasket and Model G5 SR Gasket cover plates and gaskets are not interchangeable. 4. For use with 1650F(74°C)temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 100°F(38'C). 5. For use with 212°F(100°C)temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 150OF(660C). Cover Plate FinishesM . • . Notes: Standard Finishes Special Application Finishes White Paint Off-White Paint 1. Paint or any other coating applied over the factory finish will void Chrome Black Paint all approvals and warranties. Gaskets for Model G5 QR Gasket Custom Color Paint Specify(2) and Model G5 SR Gasket cover plates are only available in white. Raw Brass(Lacquered) 2. Custom color paint is semi-gloss unless specified otherwise. Bright Brass Finished Bronze 3. Stainless steel clad cover plates are Type 316 Stainless Steel on Black Plated the finished side and C102 Copper Alloy on the back side.Cover Satin Chrome Stainless Steel Clad(3) plates are not listed or approved as corrosion resistant.Stainless steel clad cover plates are not available perforated. Application Listing&Approval Agencies Model G5 series sprinklers are standard coverage,flat plate Individual Model G5 series sprinkler may be listed or ap- concealed pendent sprinklers.The sprinklers are intended for proved by the following agencies: use in accordance with NFPA 13 and FM Global Property Loss Underwriters Laboratories, Inc.and UL Canada(cULus) Prevention Data Sheets,as well as the requirements of the Listing Category: Sprinklers,Automatic and Open applicable approval agencies. Guide Number:VNIV Model G5 series sprinklers are available as either Quick-re- FM Approvals(FM) sponse(QR)or Standard-response(SR)depending on the 0Loss Prevention Certification Board(LPCB) approval agency and cover plate selected. 0 VdS Schadenverhi.itung GmbH(VdS) Model G5 series sprinklers use Model G5 flat cover plates. EC-Certificate of Conformity 0832-CPD-2062(CE) Model G5 QR Gasket and G5 SR Gasket cover plates are See Table A and the individual sprinkler data sheets in this available to limit air and dust movement through the ceiling. Bulletin for listings and approvals applicable to each sprinkler. Bulletin 034 Rev.G Page 8 of 9 March 2018 www.rellablesprinkler.com Installation Model G5 series sprinklers are intended to be installed in Install the cover plate by hand, turning the cover in the accordance with NFPA 13,FM Global Property Loss Prevention clockwise direction until it is tight against the ceiling.For Model Data Sheets, and the requirements of other applicable G5 QR Gasket and Model G5 SR Gasket cover plates, the authorities having jurisdiction. Model G5 series sprinklers must gasket should be attached to the flange of the cover plate skirt not be installed in ceilings with positive pressure in the space only. Do not glue the gasket in place or allow the gasket to above. overlap both the cover plate and the flange of the skirt. Model G5 series sprinklers are shipped with a protective cap that should remain on the sprinkler until installed.The protective Maintenance cap should be replaced following installation of the sprinkler and Reliable Model G5 series sprinkler should be inspected and permanently removed only when the cover plate is installed the sprinkler system maintained in accordance with NFPA and the sprinkler system is placed in service following 25, as well as the requirements of any Authorities Having construction. Jurisdiction. Model G5 series sprinkler are installed with the Model FC wrench. Prior to installation, sprinklers should remain in the original The use of anyotherwrench to installed Model G5 series sprinklers cartons and packaging until used. This will minimize the is not permitted and may damage the sprinkler. Temporarily potential for damage to sprinklers that could cause improper remove the protective cap during installation of the sprinkler, operation or non-operation. Insert the Model FC wrench over the sprinkler until the wrench engages the body. Do not wrench any other part of the Do not clean sprinklers with soap and water,ammonia liquid or sprinkler/cup assembly. The Model FC wrench is designed any other cleaning fluids. Remove dust by gentle vacuuming to be turned with a standard 1/2" square drive. Tighten the without touching the sprinkler. sprinkler into the fitting after applying a PTFE based thread Replace any sprinkler or cover plate which has been painted sealant to the sprinkler's threads. Recommended installation (other than factory applied). Properly installed Model G5 torque is specified in Table J. cover plates will have an air gap that is required for proper operation,do not seal the gap or paint the cover plates.Model G5 series sprinklers have holes in the cup that must remain Installation Torque • • unobstructed. Recommended Replace any sprinkler which has been damaged. A stock Installation Torque of spare sprinklers should be maintained to allow quick re- Sprinkler Threads (min.—max.) p p placement of damaged or operated sprinklers. ft.lb N.m '/2"NPT or ISO7-1R1/2 8-18 11-24 Failure to properly maintain sprinklers may result in inadvertent 3/4" NPT or IS07-1 R3/4 14-20 19-27 operation or non-operation during a fire event. Do not exceed the maximum recommended torque. Exceeding Guarantee the maximum recommended torque may cause leakage or For the Reliable Automatic Sprinkler Co., Inc.guarantee,terms, impairment of the sprinkler.Use care when inserting or removing and conditions,visit www.rellablesprinkler.com. the wrench from the sprinkler to avoid damage to the sprinkler. Patents Model G5 series sprinklers may be covered by one or more of the following patents; U.S. Patent 6,554,077, U.S. Patent 7,275,603, U.S. Patent 8,776,903, U.S. Patent 9,248,327 Ordering Information Specify the following when ordering. Sprinkler • Model [G5-28] [G5-42] [G5-56] [G5-56 300] [G5-80] [G5-80F] • Temperature Rating [165°F(74°C)] [212°F(1000C)] Model FC Wrench • Threads[NPT or ISO 7-1] Cover Plate • Model [G5 (Solid), G5 Perforated, G5 QR Gasket, G5 SR Gasket] • Finish (See Table[) o rn Sprinkler Wrench rn • Model FC 0) z Bulletin 034 Rev.G Page 9 of 9 March 2018 O www.rellablesprinkler.com Bulletin 110 Rev.W Model G R Automatic Sprinldem Spray Uprigh% 0 Spray PendentCD Rellab And Conventional Product Description The Reliable Model G Automatic Sprinkler utilizes the center strut solder in compression principle of construc- tion. The fusible alloy is captured in the cylinder of the solder capsule by a stainless steel ball. When the fusible alloymelts the ball moves into the cylinder allowing the Y 9 cylinder to fall away from the sprinkler.When this happens, the lever is released to spring free from the sprinkler sod that all of the operating parts clear from the waterway al- lowing the deflector to distribute the discharging water. : Except for the parts in the cylinder as mentioned above, Upright Pendent the sprinkler components are made from copper based alloys for maximum corrosion protection.Lead plated,wax coated or wax over lead plated sprinklers are available for specially severe environments. Chrome plated sprinklers are available for decorative purposes. All sprinklers are individually hydrostatically tested. All sprinklers are identified as to their fusing point by mark- ings that appear on several of the operating parts and by an identifying color that appears on the frame. T;. Sprinkler Types Standard Upright-This deflector configuration is normal- ly used with exposed piping installations.Water is distrib- uted laterally and downward in a wide pattern approximat- ing a hemisphere which is completely and uniformly filled with water in the form of small drops or spray. Standard Pendent-This deflector configuration is nor- Application and Installation mally used where the space above the piping is limited Standard sprinklers are used in fixed fire protection sys- or where a concealed piping installation is employed.The tems: Wet, Dry, Deluge or Preaction. Care must be exer- discharge characteristics of the standard pendent are cised that the orifice sizes, temperature ratings, deflector virtually identical to the standard upright as described styles and sprinkler spacings are in accordance with the above. latest published standards of the National Fire Protection Association or the approving authority having jurisdiction. Large and Small Orifice —By varying the orifice size, a The sprinklers must be installed with the Reliable Model large or small orifice sprinkler is created that will distrib- D Sprinkler Wrench. Any other type of wrench may dam- ute as much as 40% more water or 65% less water than age the sprinkler. the normal '/z" (15mm) orifice sprinkler. The approvals or listings of Reliable Automatic Sprin- klers by major approving organizations are shown in the Conventional —This deflector configuration is used pri- tabulated list provided on the back of this bulletin. marily in those countries where the LPC installation rules have precedence.The sprinkler is designed to distribute a portion of its water discharge upward against the ceil- ing with the balance downward. It may be installed in either the upright or the pendent position. Sprinklers with conventional deflectors are available with orifice sizes corresponding to light, ordinary and extra-high hazard installations. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Technical Data "K" Factor Sprinkler Sprinkler Identification Sprinkler Type Height Approvals Number SIN US Metric SSU SSP Standard-Upright(SSU)and Pendent(SSP) Deflectors Marked to Indicate Position 1/2"(15 mm)Standard Orifice with NPT(R1/2)Thread 5.62 81.0 2 7/a"(73 mm) 1,2,3,4,5,6,7 R1025 R1015 7/1s"(11 mm)Small Orifice with 112"NPT(R1/2)Thread 4.24 61.0 2 7/8"(73 mm) 1,5 R1023 R1013 3/8"(10 mm)Small Orifice with NPT(R?/2)Thread 2.82 40.6 2 7/8"(73 mm) 1,2,5 R1021 R1011 5/18"(8 mm)Small Orifice with NPT(R'/2)Thread 1.98 28.5 2 7/e"(73 mm) 1,5 R1022 R1012 77/32"(20 mm)Large Orifice with 1/2'NPT(R'/2)Thread 7.96 114.7 2 7/a"(73 mm) 1,2,5 R1026 R1016 17/32"(20 mm)Large Orifice with 3/4"NPT(R3/4)Thread 8.20 118.2 2 15/16"(75 mm) 1,2,5 R1027 R1017 20 mm XHH with 20 mm Thread 8.20 118.2 75.4 mm 3,4,5 R1027 R1017 10 mm XLH with 10 mm Thread 4.10 59.1 73 mm 3,4,5 R1024 R1014 Conventional—Installed in Upright or Pendent Position 10mm XLH with 10mm Thread 4.10 59.1 73 mm 4 R1074 15mm Standard Orifice with(R1/2) Thread 5.62 81.0 73 mm 3,4,5,7 R1075 20mm XHH with(R3/4)Thread 8.20 118.2 75.4 mm 3,4 R1077 Temperature Ratings sprinklers with soap and water, ammonia or any other clean- Sprinkler Maximum ing fluids. Remove any sprinkler that has been painted (other Classification Rating Ambient Frame(1) than factory applied)or damaged in any way.A stock of spare Temperature Color sprinklers should be maintained to allow quick replacement of OF °C OF °C damaged or operated sprinklers. Prior to installation,sprinklers Ordinary 135 57 100 38 Black, should be maintained in the original cartons and packaging un- Ordinary 165 74 100 38 Uncolored Intermediate 212 100 150 66 White til used to minimize the potential for damage to sprinklers that High 286 141 225 107 Blue would cause improper operation or non-operation.Use only the (1)Frame color does not apply to painted or plated sprinklers Model D Sprinkler Wrench for sprinkler removal and installation. -Use sprinkler rating as identified on operating parts. Any other type of wrench may damage the sprinkler. Approval Organizations Finishes 1. Underwriters Laboratories,Inc. and UL Standard Finishes Certified for Canada(cULus). Bronze —All Temperature Ratings 2. Factory Mutual Research Corporation Chrome —All Temperature Ratings 3. Loss Prevention Council White(2) —All Temperature Ratings 4. Pleniere Assemblee Only Frame and Deflector are Painted 5. VdS Schadenverhutung GmbH Special Application Finishes 6. N.Y.C. BS&A No. 587-75-SA or Bright Brass Plated —Only frame,deflector and cap are plated. 135°F(571C),165°F N.Y.C. MEA 258-93-E (74°C),212°F(100°C)Temp.Rating. 7. EC Certificate: 1438-CPD-0054(R1015) Black Plated —Only frame,deflector and cap are plated.All Temp.Ratings. Polyester Coated(2)(4) —Only frame and deflector are coated. 1438-CPD-0053(R1025) Lead Plated —165°F(74°C),212°F(100°C)and 286OF(141°C)Temp.Ratings. 1438-CPD-0052(R 1075) Wax-Coated(3) —1650F(74°C)Clear Wax,212°F(100°C) Brown Wax. 1438-CPD-0056(R1077) Wax-Coated Over Ordering Information Lead Plated(3) 1—165OF 74°C Clear Wax,212OF 100°C Brown Wax. Specify (1) Other colors and finishes are available.Consult factory for details. 1. Model G (2) UL listed and NYC MEA Approved only. (3) 212°F(100°C)brown wax maybe used on 286°F(141°C) 2. Deflector sprinklers when maximum ambient temperatures do not exceed 150OF • Upright (660C).UL Listed,FM Approved,NYC MEA 258-93-E. a Pendent (4) FM Approved for R1027 only. Conventional 3. Nominal Orifice Maintenance 4. Inlet Thread Model G Sprinklers should be inspected and the sprinkler 5. Temperature Rating system maintained in accordance with NFPA 25. Do not clean 6. Finish The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years,and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States,Canada and foreign countries. Manufactured by Reliable Automatic Sprinkler,Co.,Inc. Recycled labil ® (800)431-1588 Sales Offices Paper i (800)848-6051 Sales Fax Revision lines indicate updated or new data. (914)829-2042 Corporate Offices www.reliablesprinkler.com Internet Address EG.Printed in U.S.A.04/15 P/N 9999970005 Bulletin 014 Rev. P ll� R Model F1 FR Series bleQuick Response R� - Glass Bulb Sprinklers Odell F1 FR56 Sprinkler Types Standard Spray Upright Standard Spray Pendent Conventional Upright/Pendent Vertical Sidewall _ Horizontal Sidewall _. 4 =Model F1 FR56 Recessed Sprinkler Types Upright Pendent Conventional Standard Spray Pendent Horizontal Sidewall I�lodel F1 FR56 Concealed Sprinkler Types a � Standard Spray Pendent Model F1 FR42, F1 FRXLH & Fi FR28 Sprinkler Types Vertical Sidewall Horizontal Sidewall Recessed Standard Spray Upright Pendent/Fi/F2 Standard Spray Pendent , Model F1 FR40 Sprinkler Types Standard Spray Pendent Model Fi FR42, Fi FR40, F7 FRXLH & F1 FR28 Recessed Sprinkler Types Standard Spray Pendent Model F1 FR56LL&F1 FR42LL Low Lead Sprinkler Recessed Concealed Recessed Types Horizontal Sidewall Pendent Pendent/FP Standard Spray Pendent with less than 0.25% Lead Content ° Listing &Approvals i The following organizations provide Listings or Approvals ' � - for various Model F1 FR series sprinklers. See the Design and Installation table in this Bulletin for information on XLH Upright XLH Pendent XLH Recessed specific listings and approvals applicable to each sprin- Pendent F1/F2 kler. Product Description 1. Underwriters Laboratories Inc. and Certified for Canada(cULus) in accordance with ANSI/UL199. Reliable Model F1 FR series sprinklers &F 2. FM Approvals (FM) are quick-response automatic sprin- ' ' 3. Loss Prevention Certification Board (LPCB) klers with a glass bulb thermal element. 4. VdS Schadenverhutung GmbH (VdS) Model F1 FR series sprinklers are Stan- 5. Underwriters Laboratories Inc. and Underwriters dard Spray sprinklers, with the excep- Laboratories of Canada Certified for Health Effects tion of the Model F1 FR56 Conventional XLH Recessed to NSF/ANSI Standard 61 Annex G (ULH) sprinkler which is an Old-style/Conven- Pendent FP 6. EC Certificate: 0786-CPD-40239 (RA1414), 0786- tional sprinkler. CPD-40251 (RA1425), 0786-CPD-40252 (RA1475) The Model F1FR Series automatic sprinklers utilize a 3.0 (EC) mm frangible glass bulb.These sprinklers have demonstrat- ed response times in laboratory tests which are five to ten UL Listing Category times faster than standard response sprinklers. This quick Sprinklers,Automatic&Open(VNIV) response enables the Model F1 FR Series sprinklers to apply Quick Response Sprinkler water to a fire faster than standard-response sprinklers of the same temperature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely man- ufactured glass capsule. This glass bulb is specially con- structed to provide fast thermal response. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 At normal temperatures, the glass bulb contains the fluid Model F1 FR Series sprinklers must be installed with the in both the liquid and vapor phases. The vapor phase can Reliable sprinkler installation wrench identified in the Design be seen as a small bubble. As heat is applied, the liquid and Installation Information table in this Bulletin. Any other expands,forcing the bubble smaller and smaller as the liq- wrench may damage the sprinkler. A leak tight sprinkler joint uid pressure increases. Continued heating forces the liquid can be obtained with a torque of 8 to 18 lb-ft(11 to 24 N-m). to push out against the bulb, causing the glass to shatter, Do not tighten sprinklers over the maximum recommended opening the waterway and allowing the deflector to distrib- installation torque. Exceeding the maximum recommended ute the discharging water. installation torque may cause leakage or impairment of the Model F1 FR Series sprinklers provide a wide range of op- sprinkler. tions where quick-response, glass bulb sprinklers are used; Recessed Sprinklers • Pendent, recessed pendent, upright, horizontal Model F1 FR Series Recessed sprinklers are to be installed sidewall, and vertical sidewall deflectors as shown in Fig. 1, Fig.2,or Fig.3,as applicable to the spe- • K-factors of 2.8 (40 metric), 4.0 (57 metric), 4.2 (60 cific model being installed.The Recessed Escutcheon Data metric), and 5.6 (80 metric) table in the Bulletin identifies the only recessed escutcheons • Flush, recessed, and concealed installations that are permitted to be used with each Model F1 FR Series See the Design and Installation Information table in this Recessed sprinkler.The use of any other recessed escutch- Bulletin for information on the approvals and availability of eon will void all approvals and negate all warranties. specific Model F1 FR series sprinkler configurations. Concealed Sprinklers Model F1 FR Recessed Pendent and Recessed Horizon- Model F1 FR Series Concealed Pendent sprinklers are to tal Sidewall sprinklers are required to be used with Reliable be installed as shown in Fig.4 or Fig.5,as applicable to the Model F1, F2, or FP recessed escutcheons. See the Re- selected cover plate. Model F1FR56 Concealed Pendent cessed Escutcheon Data table in this Bulletin for listing and and Model F1 FR56LL Concealed Pendent sprinklers have approval information with each specific Model F1 FR series a factory-installed Model CCP cup. A protective cap is in- sprinkler. Model F1 and F2 recessed escutcheons,shown in stalled at the factory that should remain on the sprinkler until Fig. 1 and 3, are a friction fit assembly allowing for 3/4-inch the sprinkler is installed and should then be reinstalled on (19mm) and 1/2-inch (12.7mm) of adjustment, respectively. the sprinkler until the cover plate is installed.The concealed Model FP recessed escutcheons,shown in Fig.2, provide a sprinkler assemblies are completed by the installation of a 1/2-inch(12.7mm)threaded adjustment. Model CCP push-on/thread-off cover plate assembly. The Model F1 FR56 Concealed Pendent and Model F1 FR56LL cover plate and sprinkler cup assemblies are joined using Concealed Pendent sprinklers are required to be used with a cover plate skirt with flexible tabs for threaded engage- Model CCP cover plates.A standard profile Model CCP cov- ment. A choice of two Model CCP cover plate assemblies er plate is available that provides up to 1/2-inch(12.7mm)of provides either 1/2-inch (13mm)or 5/8-inch (8mm)of cover cover plate adjustment. In addition,a low profile Model CCP adjustment. Do not install Model F1 FR Series Concealed cover plate is also available that provides up to 5/16-inch Pendent sprinklers in ceilings which have positive pressure (8.Omm) of cover plate adjustment. See the Design and In- in the space above. stallation Information and Listed and Approved Temperature Model F1 FR Series Concealed Pendent sprinklers require a Ratings tables in this Bulletin for further information on ap- 2-5/8-inch (67mm) diameter hole to be cut in the ceiling. The proved cover plate options. Model RC1 wrench is used to engage the sprinkler wrenching Application surfaces and to install the sprinkler in the fitting. Remove the Model F1 FR Series sprinklers are intended for use in protective cap to install the sprinkler,then reinstall the protective accordance with NFPA 13, FM Property Loss Prevention cap until the cover plate is installed.When inserting or remov- Data Sheets, and the requirements of the Authority Hav- ing the wrench from the sprinkler/cup assembly,care should be ing Jurisdiction.Care must be exercised that the k-factor, taken to prevent damage to the sprinkler. Do not wrench any temperature rating, deflector style, and sprinkler type are other part of the sprinkler/cup assembly. Installation is com- in accordance with the requirements of the applicable pleted by removing the protective cap from the sprinkler and design and installation standards. In addition, Model pushing the cover plate onto the cup.Final adjustment is made F1 FR Series sprinklers must be used in accordance with by hand turning the cover plate until the skirt flange makes full their listings and approvals, as well as the information contact with the ceiling.Cover plate removal requires turning the provided in this Bulletin. cover plate in the counter clockwise direction.After installation, Installation inspect all sprinklers to ensure that there is a gap between the Glass bulb sprinklers have orange bulb protectors or pro- cover plate and ceiling and that the four cup slots are open and tective caps to minimize bulb damage during shipping,han- free from any air flow impediment to the space above. dling and installation. Reliable sprinkler installation wrench- Concealed cover plate/cup assemblies are listed only for es are designed to install sprinklers with bulb protectors in use with specific sprinklers.The use of any concealed cover place.Remove the bulb protector at the time when the sprin- plate/cup assembly other than the Reliable Model CCP with kler system is placed in service for fire protection. Removal Model F1 FR56 Concealed Pendent and Model F1 FR56LL of the bulb protector before this time may leave the bulb vul- Concealed Pendent sprinklers or the use of the Model CCP nerable to damage.Remove bulb protectors by undoing the Concealed cover plate assembly on any sprinkler with clasp by hand. Do not use tools to remove bulb protectors. which it is not specifically listed my prevent good fire pro- tection and will void all guarantees, warranties, listings and approvals. 2. n, Technical Data: Sensitivity:Quick-response Thread Size: 1/2-inch NPT standard; ISO 7-R1/2 optional Maximum Working Pressure: 175 psi (12 bar)- 100% Factory tested hydrostatically to 500 psi (34.5 bar) SIN RA1425, RA1414& RA1435 cULus listed for 250 psi (17 bar) Design and Installation Information Nominal Nominal Nominal Orifice Sprinkler Listings K-factor Deflector/ Installation Approval Model Diameter Orientation Height Wrench SIN and Notes US Metric inches mm inches mm Approvals Pendent 2.25 57 D or W2 RA1411 cULus 2 F1 FR28 2.8 40 3/8 10 Recessed Pendent 2.25 57 GFR2 RA1411 cULus 2 Upright 2.25 57 D or W2 RA1421 cULus 1,2 F1 FR40 4.0 57 3/8 10 Pendent 2.25 57 D or W2 RA1418 VdS Recessed Pendent 2.25 57 GFR2 RA1418 VdS Pendent 2.25 57 D or W2 IRA1413 cULus 2 F1 FR42 4.2 60 7/16 10 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 Upright 2.25 57 D or W2 RA1423 cULus 1,2 F1 FR42LL 4.2 60 7/16 10 Pendent 2.25 57 D or W2 RA1410 cULus,ULH Recessed Pendent 2.25 57 GFR2 RA1410 cULus, ULH F1 FRXLH Pendent 2.25 57 D or W2 RA1413 cULus 2 (Fi FR42 4.2 60 7/16 10 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 with Pintle) Upright 2.25 57 D or W2 RA1423 cULus 1,2 Pendent 2.25 57 D or W2 RA1414 cULus,FM, 1 2 3 4 LPCB,VdS,EC Recessed Pendent 2.25 57 GFR2 RA1414 cULus,FM, 1 2 3 4 �^I ILPCB,VdS,EC F1FR56 5.6 80 1/2 15 Concealed Pendent 2.25 57 RC1 RA1414 cULus,VdS,EC 5,6 Upright 2.25 57 D or W2 RA1425 cULus,FM, 1,2,3,4 LPCB,VdS,EC "Conventional 225 57 D or W2 RA1475 LPCB,VdS,EC 4 (Pendent or Upright)" Pendent 2.25 57 D or W2 RA1415 cULus,ULH 1 FlFR56LL 5.6 80 1/2 15 Recessed Pendent 2.25 57 GFR2 RA1415 cULus,ULH Concealed Pendent 2.25 57 RC1 RA1415 cULus,ULH 6 Horizontal Sidewall 2.63 67 D or W2 RA1435 cULus,FM 1,2,3,7 Fi FR56 5.6 80 1/2 15 Recessed Horizontal 2.63 67 GFR2 RA1435 cULus,FM 8 Sidewall Fi FR56 5.6 80 1/2 15 Vertical Sidewall 2.25 57 D or W2 RA1485 cULus,FM, 1 2 3 9 (Pendent or Upright) LPCB (')cULus Listed Corrosion Resistant sprinkler when ordered with available Polyester coating. (2)cULus Listed Corrosion Resistant sprinkler when ordered with available Electroless Nickel PTFE plating. (3)Available with FM approved Polyester coating in black or white. (4)Available with LPCB and VdS approved Polyester coating. (6)VdS and EC approvals of the F1 FR56 Concealed Pendent sprinkler are for 155OF(68°C)temperature rated sprinklers only.VdS approved sprin- klers must use Norbulb brand glass bulbs with the 1/2-inch(12.7mm)adjustment Model CCP cover plate only. (6)Model F1 FR56 Concealed Pendent and Model 171 FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates, available as either standard depth with 1/2-Inch(12.7mm)of adjustment or low profile with 5/16-inch(8.0 mm)of adjustment. (7)cULus Listing of the F1 FR56 Horizontal Sidewall sprinkler is for Light and Ordinary Hazard occupancies only. Minimum to maximum deflector to ceiling distance shall be 4 Inches to 12 inches(102mm to 305mm).FM Approval of the F1 FR56 Horizontal Sidewall sprinkler is for Light Hazard occupancies only. (8)cULus Listing and FM Approval of the F1 FR56 Recessed Horizontal Sidewall sprinkler is for Light Hazard occupancies only. (9)The F1 FR56 Vertical Sidewall sprinkler is listed and approved for use only in Light Hazard occupancies. LPCB approval of the 171FR56 Vertical Sidewall sprinkler is for installation in the Pendent position only. 3. Listed and Approved Temperature Ratings Ordinary Temp. Intermediate Temp. High Temp. Classification Classification Classification Deflector/ 100OF(38°C)Max.Ambient 150°F(65°C)Max.Ambient 225OF(107°C)Max. Model Orientation o Tem . , Temp. Ambient Temp. 135a F(57 C) 155o F(680 C) 175o F(79a C) 200o F(93o C) 286 F(141 C)Temp. Temp.R ing Temp.Rating Temp.Rating Temp' Rat in Rating Orange Bulb Red Bulb I Yellow Bulb Green Bulb Blue Bulb Pendent cULus F1FR28 Recessed Pendent cULus Upright cULus F1FR40 Pendent VdS Recessed Pendent VdS Pendent cULus F1FR42 Recessed Pendent cULus Upright cULus F1FR42LL Pendent -- cULus, ULH -- Recessed Pendent -- cULus, ULH -- Pendent cULus F1 FRXLH Recessed Pendent cULus Upright cULus Pendent cULus,FM,LPCB,VdS,EC Recessed Pendent cULus,FM, LPCB,VdS,EC -- F1 FR56 Concealed Pendent* cULus cULus,VdS,EC I cULus Upright cULus,FM,LPCB,VdS,EC "Conventional LPCB,VdS, EC Pendent or Upright)" Pendent I cULus,ULH -- F1FR56LL Recessed Pendent -- cULus, ULH -- Concealed Pendent* -- cULus, ULH -- Horizontal Sidewall cULus, FM F1 FR56 Recessed Horizontal cULus,FM - Sidewall F1 FR56 Vertical Sidewall(Pen- cULus,FM,LPCB dent or Upright) * Model F1 FR56 Concealed Pendent and F1 FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates. For Ordinary Temperature Classification sprinklers use a 1350F (57°C) temperature rated cover plate. For Intermediate Temperature Classification sprinklers use a 1650F(74°C)temperature rated cover plate. Recessed Escutcheon Data Listed and Approved Recessed Escutcheons Deflector/ Model F1 Model F2 Model FP Model Orientation (Fig.1 &3) (Fig.1 &3) (Fig.2) SIN 3/4-inch(19mm) 1/2-inch(12.7mm) 1/2-inch(12.7mm) adjustment adjustment adjustment F1FR28 Recessed Pendent cULus cULus cULus RA1411 F1FR40 Recessed Pendent VdS VdS VdS RA1418 F1FR42 Recessed Pendent cULus cULus cULus RA1413 FiFR42LL Recessed Pendent cULus, ULH cULus,ULH cULus,ULH RA1410 F1FR42XLH Recessed Pendent cULus cULus cULus RA1413 F1 FR56 Recessed Pendent cULus,LPCB,VdS, cULus,FM,LPCB, cULus,VdS, EC RA1414 EC VdS,EC FIFR56LL 1 Recessed Pendent cULus, ULH cULus,ULH cULus,ULH RA1415 F1 FR56 I Recessed Horizontal Sidewall cULus cULus,FM cULus RA1435 4. 2 114"HOLE DIA. [57.2mmJ 1 15/16"MA [49.2mm] L— --- 1"X 1/2" REDUCER TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER - \ J FACE OF FITTING WRENCH BOSS TO FACE OF CEILING DIMENSION F1 ESCUTCHEON II - II AT MAXIMUM RECESS - 1'T25.4mm] L J AT MINIMUM RECESS = 3/8'[9.5mmJ F1 ESCUTCHEON (Y�/11/ F2 ESCUTCHEON 3/4'[19mm] AT MAXIMUM RECESS = 3/4'T 19mm] ADJUSTMENT AT MINIMUM RECESS = 3/8'T9.5mmJ F2 ESCUTCHEON 1/2'T12.7mm] F1 ESCUTCHEON ADJUSTMENT AT MAXIMUM RECESS = 7/8'[22.2mm] [1/6 AT MINIMUM RECESS 1-5/8'T41.3mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 1-1/8'[28.6mm] AT MINIMUM RECESS = 1-5/8'[41.3mm] 2 27132"DIA. [72.2mm] Fig. Model F1 FR56,F1 FR561-L,F1 FR42,F1 FR40,F1 FR421-1-,F1 FRXLH&F1 FR28 Recessed Pendent sprinkler with Model F1 or F2 escutcheon I I 1" X 1/2" REDUCER 2 5/8" DIA. [66.7mm] HOLE IN CEILING 1 I 2 5/16" DIA. [58.7mm] CUP L J CEILING FACE OF FITTING DOWN TO FACE OF CEILING DIMENSION _ AT MAXIMUM RECESS = 1-1/2'[38mm] AT MINIMUM RECESS = 1[25.4mm] I AT MAXIMUM RECESS = 9/16[14.3mm] %2[12.7mm] AT MINIMUM RECESS = 1'[[25.4mm] ADJUSTMENT 3 1/4" DIA. [82.6mm] Ig. Model F1 FR56,F1 FR561LL,F1 FR42,F1 FR40,F1 FR421-1-,F1 FRXLH&F1 FR28 Recessed Pendent sprinkler with Model FP escutcheon 5. FACE OF FITTING TO FACE OF CEILING DIMENSION El ESCUTCHEON AT MAXIMUM RECESS = 1'T25.4mm] AT MINIMUM RECESS = 3/8'[9.5mm] El ESCUTCHEON F2 ESCUTCHEON AT MAXIMUM RECESS = 1-3/8'[34.9mm] AT MAXIMUM RECESS = 3/4'[19mm] AT MINIMUM RECESS = 2-1/16'[52.4mm] AT MINIMUM RECESS = 3/8'T9.5mmJ Z E2,ESCUTCHEON AT MAXIMUM RECESS = 1-5/8'T41.3mmJ 2 1/4" HOLE DIA. 1/8„ AT MINIMUM RECESS = 2-1/16'[52.4mm] [57.2mm] [3.2mm] 1" X 1/2" REDUCER I -I 71- 4'— 1 15/16" DIA. S- 7/IIIII [101.6mm-304.8mm] [49.2mm] 7 iiin --- IIIII I 2 27/32 OJA. CEILING TO [72.2mm] DEFLECTOR `_IIIII I L.J ,1 TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER R WRENCH BOSS. F1 ESCUTCHEON 3/4'[19mm] ADJUSTMENT F2 ESCUTCHEON 1/2'[12.7mmJ ADJUSTMENT o,soag• RECESSED HSW W/F1 OR F2 ESCUTCHEON (1) FM APPROVED FOR 4" — 6" [101.6MM — 152.4MM] CEILING TO DEFLECTOR WITH F2 ONLY. Fig.3 Model F1 FR56 Recessed Horizontal Sidewali sprinkler with Model F1 or F2 escutcheon 1" x 112" REDUCING TEE OR ELBOW - - - -------+-------- ------ F 2 5/8" DIA. 2 5116 DIA — i LI HOLE IN CEILING L_ J CUP 00 1 112" MAX. FACE OF FITTING TO FACE OF CEILING i DIMENSION CEILING I 1/2" MAX. -- 15116" COVER ADJUSTMENT j COVER PLATE ASSEMBLY 3 5116" DIA. SPRINKLER CONCEALED, 1/2" ADJUSTMENT 017FG01A Rg.4 Model F1 FR501 FR56LL Concealed Pendent sprinkler with standard depth 1/2-inch(12.7mm)adjustment-Model CCP cover plate 6. 1" x 112" REDUCING TEE OR ELBOW — I — -------- _, j r_ ---2 5/8" DIA. 2 5/16" DIA — HOLE IN CEILING L CUP 09 tl8 1 1/2" MAX. FACE OF FITTING """"I I TO FACE OF CEILING DIMENSION CEILING I 5/16" MAX. 3/4" COVER ADJUSTMENT 1� j COVER PLATE— —/ / t ASSEMBLY 3 5/16 DIA. SPRINKLER J CONCEALED, 5/16" ADJUSTMENT 017FG02A Fig.5-Model F1 FR56/F1 FR56LL Concealed Pendent sprinkler with low profile 5/16-inch(8.Omm)adjustment-Model CCP cover plate Maintenance Material Data The Model F1 FR Series sprinklers should be inspected and the sprinkler system maintained in accordance with NFPA Frame: DZR Brass,QM Brass,or Low Lead Brass 25.Do not clean sprinklers with soap and water,ammonia or Deflector: CDA Alloy 220,260,or 510 any other cleaning fluids.Remove dust by using a soft brush Load Screw\Pintle: CDA Alloy 360 or 544 or gentle vacuuming.Replace any sprinkler which has been Cup: CDA Alloy 651 or 693 painted(other than factory applied)or damaged in any way. Washer: Nickel Alloy 440 or 360,coated with PTFE A stock of spare sprinklers should be maintained to allow Adhesive Tape quick replacement of damaged or operated sprinklers. Bulb: Glass Finishes (1) Standard Finishes Sprinkler Escutcheon Cover late�'� Ordering Information Bronze Brass I Chrome Specify: Chrome Plated Chrome Plated I White 1. Sprinkler Model: [F1 FR28][F1 FR40][F1 FR42] Polyester Coated WIN White Painted [171 FR42LL][F1 FRXLH](F1 FR56][F1 FR56LL] Special Application Finishes Sprinkler— Escutcheon Cover plateM 2. Sprinkler Deflector/Orientation: [Pendent][Recessed Electroless Nickel Electroless Nickel Bright Brass Pendent][Upright][Conventional][Horizontal Sidewall] PTFE(') PTFE g [Recessed Horizontal Sidewall][Vertical Sidewall] Bright Brass(3) Bright Brass Black Plating Black Plated Black Plated Black Paint 3. Sprinkler threads: [1/2-inch NPT][ISO 7-R1/2] Black Paint(2)(e) Black Paint Off White 4. Sprinkler Temperature Rating: [1350F (570C)][155°F Off White(2)(e) Off White Satin Chrome (680C)][175°F(790C)][200°F(93°C)][286°F(141°C)] Chrome Dull I Chrome Dull 1 5. Sprinkler Finish Other finishes and colors are available on special order. Consult the 6. Escutcheon Model: [F1][F2][FP] factory for details.Custom color painted sprinklers may not retain their UL Corrosion resistance listing.Coverplate custom paint is semi-gloss, 7. Escutcheon Finish (where applicable) unless specified otherwise. 8. Cover plate Model: [standard profile CCP 1/2-inch (2) cULus Listed only. (12.7mm) adjustment][low profile CCP 5/16-inch (3) 200°F(93°C)maximum. (4) cULus listed "corrosion resistance" applies to SIN Numbers RA1435 (8.Omm) adjustment] (HSW), RA1485(VSW), RA1425 (Upright), RA1414 (Pendent) and 9. Cover plate Temperature Rating: [1350F(57°C)for use RA1415 (Pendent) in standard black or white. Corrosion resistance in with Ordinary Temperature sprinklers][165°F (74'C) other polyester colors is available upon request. for use with Intermediate Temperature sprinklers] (5) FM Approvals finish as"Polyester coated"applies to SIN Number RA1414,RA1435 and RA1425 in standard black or white. 10. Cover plate Finish (5)LPCB and VdS Approved finish applies only to RA1425,RA1414,RA1418 (VdS)and RA1475. Note: When Model F1 FR Series Recessed sprinklers are ordered, the m cULus listed Corrosion Resistant sprinklers and escutcheons are packaged separately, 7. Reliable. . . For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision-made Reliable products that guard life and property from fire around the clock. • Automatic sprinklers • Deluge valves • Flush automatic sprinklers • Detector check valves • Recessed automatic sprinklers • Check valves • Concealed automatic sprinklers • Electrical system • Adjustable automatic sprinklers • Sprinkler emergency cabinets • Dry automatic sprinklers • Sprinkler wrenches • Intermediate level sprinklers • Sprinkler escutcheons and guards • Open sprinklers • Inspectors test connections • Spray nozzles • Sight drains • Alarm valves • Ball drips and drum drips • Retarding chambers • Control valve seals • Dry pipe valves • Air maintenance devices • Accelerators for dry pipe valves • Air compressors • Mechanical sprinkler alarms • Pressure gauges • Electrical sprinkler alarm switches • Identification signs • Water flow detectors • Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for almost 100 years. Manufactured by Reliable Automatic Sprinkler Co.,Inc. ® Recycled labli ® (800)431-1588 Sales Offices Paper a (800)848-6051 Sales Fax Revision lines indicate updated or new data. (914)829-2042 Corporate Offices www.reliablesprinkler.corn Internet Address EG.Printed in U.S.A.11/17 P/N 9999970300 Bulletin 028 October 2022 Rel p Model F1 FR56 Series Quick-Response Extended Coverage (QREC) Sprinklers K-factor 5.6(80) Features • Extended coverage quick-response sprinklers • Pendent and horizontal sidewall(EC-8)deflectors • Low profile,compact design • Available in a wide variety of finishes Product Description Reliable Model F1 FR56 QREC series sprinklers are quick- response extended coverage standard spray automatic fire sprinklers utilizing a sensitive 3.0 mm glass bulb thermal element for use in light hazard occupancies. Pendent and horizontal sidewall sprinklers may be installed Model F1 FR56 QREC Pendent exposed or surface mounted using escutcheons such as the Reliable Models B,C,or HB(reference Technical Bulletin 204). When installed recessed or concealed,the Model F1 FR56 QREC series sprinklers are specifically listed with and may only be installed with listed Reliable escutcheons and cover plates. Refer to the technical information on the following pages for specific listings for recessed and concealed installations and refer to Figures 3 and 4 for dimensional information. Table A provides a summary of the approvals and availability of specific Model F1 FR56 QREC series sprinkler configurations. Model F1 FR56 QREC Additional technical information for each sprinkler model is Horizontal Sidewall provided on the following pages. Note: Not all versions of the product are shown. Sprinkler Sum ma Sprinkler u^ 5prinkle� K Factor.gpmlp Max eWorking Pressure Orientation ,Listin s 8 A royals Identification Model s (Ipm/bar'n) i r z gp psi{bar) . Namber Pendent cULus 250(17.2) RA2845 F1 FR56 QREC 5.6(80) Concealed Pendent cULus 250(17.2) RA2845 Horizontal Sidewall cULus,FM 175(12) RA2865 www.rellablesprinkler.com Model F1 FR56 Extended Coverage Pendent Sprinkler SIN RA2845 Technical Specifications Temperature Ratings Style: 135-F(57°C) Pendent 155-F(68°C) Recessed Pendent — Concealed Pendent Recessed Escutcheons Threads:1/2"NPT or ISO 7-R1/2 Model F1 Nominal K•Factor:5.6(80 metric) Model F2 Max.Working Pressure: Model FP 250 psi(17.2 bar) Material Specifications Cover Plate Thermal Sensor:3 mm Glass Bulb Model CCP(135°F[57o C]) Sprinkler Frame:Brass Alloy Cap:Bronze Alloy Sprinkler Wrenches Sealing Washer:Nickel with PTFE Model W2(non-recessed) Load Screw:Copper Alloy Model W4(recessed or concealed) Deflector:Brass Alloy Sprinkler Finishes Listings and Approvals(') (See Table B) cULus Listed Sensitivity Quick response Notes: 1. Listed for light hazard use only. Model F1 FR56 EC Pendent Sprinkler Components and Dimensions Threads 00 VIA 00 Wrench Flat 2 1/4" [57mm] Cap/Seal Assembly Glass Bulb (3.0 m 1 028PEND Deflector Load Screw 1" [25mm] Note:Please refer to Figure 3 for recessed and concealed installation. F1 FR56 EC Pendent Required Minimum Flow and Pressure ", .fir 4 va,,- u 'Pressure N Coverage Areas fl Flown =s Limn �� E � dpsi(hat) �� ...;+ .$.M,fv.,rx,a� a .,cr:�serr.�„ ..:.- n t.o sad ,} .. ".a � .:+taxa°5 �.m- -'rCs .Yrt.s 6..x�. .✓5%'a„ •6iP rMMw-. - .i Fs,r.. ^..af•a 16 x 16(4.9 x 4.9) 26(98.4) 21.6(1.5) 18 x 18(5.5 x 5.5) 33(125.0) 34.7(2.4) 20 x 20(6.0 x 6.0)(1) i 40(151.4) 51.0(3.5) Note:For cULus Listing,limited to 135°F(57°C)temperature rating only. Bulletin 028 HOW Page 2 of 7 October 2022 www.reliablesprinkler.com ExtendedModel F1 FR56 . Technical Specifications Temperature Ratings Style: 135°F(57°C) Horizontal Sidewall 155°F(68°C) Recessed Horizontal Sidewall 175°F(79°C) Threads:1/2"NPT or ISO 7-111/2 Recessed Escutcheons Nominal K-Factor:5.6(80 metric) Model F1 Max.Working Pressure: Model F2 175 psi(12 bar) Model FP Material Specifications Thermal Sensor:3 mm Glass Bulb Sprinkler Wrenches Sprinkler Frame:Brass Alloy Model W2(non-recessed) Cap:Bronze Alloy Model W4(recessed) Sealing Washer:Nickel with PTFE Load Screw:Copper Alloy Listings and Approvals') Deflector:Brass Alloy cULus Listed FM Approved() Sprinkler Finishes (See Table B) Sensitivity Quick response Notes: 1. Listed and Approved for light hazard only. 2. FM Approved in 1357(57°C)temperature rating only. Model F1 FR56 EC Horizontal Sidewall Sprinkler Components and Dimensions 1 1/2"[37mm] Load Screw Deflector ' Frame :, 7 Glass Bulb , 2 7/8"[72mm] (3.0 mm) RA CO RA CO Wrench Flat Cap/Seal Assembly 028HSW Threads Note:Please refer to Figure 4 for recessed installation. F1 FR56 EC Horizontal Sidewall Required Minimum Flow and Pressure resg ,Y"' h k� � ' b� t'�ue,;��9;" ��'i �� »r,a:,w tea,a w ,°!,CLUB,,. ,.., '� �F"kk.'"2�n" e.`a«...� z .g`r �h•.^oikh- z- 'zFM;a, � ` d.�4q ' 'a°COV@raga l�r@a r. rt4,e ft x ft rn x'm F Flows Pres"sure Flow, Pressure m�IJmin si(bar df m U i psi�bar 4�� ,t, .idan.�f�!�raaa�aa�. n»ttai�r� 16 x 16(4.9 x 4.9) 26(98.4) 21.6(1.5) 26(98.4) 21.5(1.5) 16 x 18(4.9 x 5.5) 29(125.0) 26.6(1.8) 30(113.6) 28.5(2.0) 16 x 20(4.9 x 6.0) 32(121.1) 32.4(2.2) 33(125.0) 34.5(2.4) Bulletin 028 Page 3 of 7 October 2022 e labld www.reliablesprinkler.com Recessed and Concealed Installation:Pendent Sprinklers 2-1/4" 2-1/4" (57 mm)Dia. (57 mm)Dla. Hole In Ceiling Hole In Ceiling 1-15/16" 1-15/18" (49 mm)Dla. Reducing (49 mm)Dia. Reducing Fitting Fitting Face of Fitting Face of Fitting to Face of Calling to Face of Ceiling 1-1/8"(29 mm)at 7/8"(22 mm)at Max.Recess Max.Recess xµ 3/8"(10 mm)at 3/8"(10 mm)at Min.Recess ' Min,Recess 1-3/4" 1-3/4" (44 mm) 1" (44 mm) 1-1/4" (25 mm) (32 mm) Minimum 2-7/8" 72 mm Dla. Maximum Minimum 2-718" 72 mm Dla. Maximum Recess ( ) Recess Recess ( ) Recess Models F1&F1FR Pendent Sprinkler Models F1&F1FR Pendent Sprinkler with Model F1 Recessed Escutcheon with Model F2 Recessed Escutcheon 3/4"(19mm)Nominal Adjustment 1/2"(13mm)Nominal Adjustment F1 REC-FEND CCP 2-1/2" 2-1/2" (64 mm)Dia. (64 mm)Dia. Hole In Calling Hole In Ceiling 2-5/16" 2-5/16" (59 mm)Dia. Reducing (59 mm)Dia. Reducing Fitting Fitting Face of Fitting Face of Fitting Vented Cup to Face of Ceiling Vented Cup to Face of Ceiling 1-1/2"(38 mm)at 1-1/2"(38 mm)at Mex.Recess Max.Recess 1"(25 mm)at 1"(25 mm)at Min.Recess Min.Recess x 4W (25 mm) 1/2" (25 mm) 1/2" (12 mm) (12 mm) Minimum 3-3/16"(78 mm)Dia. Minimum Recess Maximum Recess Maximum Recess L-6/16"(84 mm)Dla. Recess Models F1&F1FR Pendent Sprinkler with Model FP Recessed Escutcheon 1/2"(13mm)Nominal Adjustment Model F1 FR56 CCP Conloal Concealed Sprinkler 1/2"(13mm)Nominal Adjustment Note:Model FP recessed assemblies may not be used where the (Nominal Cover Plate Projection Is 1"(25 mm)) pressure In the space above the telling Is positive with respect to the protected area.Ensure that the openings in the Model FP cup Note:Model CCP concealed assemblies may not be used where are unobstructed following Installation. the pressure In the space above the calling Is positive with respect to the protected area.Ensure that the openings In the Model CCP cup are unobstructed following installation. fi 3 FF H F1 Escutcheon FP Escutcheon CCP Cover Plate (F2 Similar) Bulletin 028 Page 4 of 7 October 2022 ROOM www.reliablespdnkler.com Recessed Installation:Horizontal Sidewall Sprinklers 1/2"(12 mm) Reducing +/-3/8"(10 mm) 1-3/8"(35 mm)Maximum Recess Fitting Face of fitting to face of wall ? q4, 4"-12" (102 mm-305 mm) �� Deflector to ceiling 2-1/4" 1-15/16" 2-7/8" (57 mm) (49 mm) —- - —- - (73 mm) Dia.Hole Dia. Dia. 9/16"[14mm] Rta°e 21/8"(54 mm)Minimum Recess Model F1 FR Horizontal Sidewall Sprinkler with Model F1 Recessed Escutcheon 3/4"(19mm)Nominal Adjustment Ft-REC-HSW-NO FP 3/8"(16 mm) ReducingNFace /- 1/4"(6 mm) 1-5/8"(42 mm)Maximum Recess Fitting of fitting o face of wall 1 4"-12" (102 mm-305 mm) �� Deflector to ceiling 2-1/4" 1-15/16" 2-7/8" (57 mm) (49 mm) —- - -—- - (73 mm) Dia. DIA. Dia. Hole j9/16"[14mm] r'a 2-1/8"(54 mm)Minimum Recess Model F1 FR Horizontal Sidewall Sprinkler with Model F2 Recessed Escutcheon 1/2"(13mm)Nominal Adjustment u L Model F1 Recessed Escutcheon (Model F2 similar) Bulletin 028 Page 5 of 7 October 2022 e a www.reliablespdnkler.com ' r Model W2(non-recessed) Model W4 (recessed,concealed pendent) FinishesM G w s, y F dS a ��rq'e ,x. ua �,! s% .g A r � .... Stal�dardFinisties E o aSpec�al A` lication Flnishes� _ ,., ind Fp(;»VCCP`Cov r a.; k 4 � � 1 rFM4 FPR =n ;'Sprinkler€ �Zi: sprinkler, ��zp Escutcheons `` CCP Cover Plate�??N .- . A EscUtdhddnS: Plate gym: - Bronze Brass Chrome Electroless Nickel PTFE(3)(4) Bright Brass Bright Brass Chrome Chrome White Paint Bright Brass Satin Chrome Satin Chrome White Pol esterP) White Polyester Satin Chrome Custom Color Polyester I Custom Color Paint Custom Color Polyester(l) Notes: 1. Paint or any other coating applied over the factory finish will void all approvals and warranties. 2. Model FP escutcheons and Model CCP sprinklers utilize a galvanized steel cup with a finished trim ring or cover plate. 3. cULus Listed as corrosion resistant. 4. FM Approved as corrosion resistant(horizontal sidewall only). Installation Maintenance Model F1 FR EC Series sprinklers must be installed in accordance Reliable Model F1 FIR EC series sprinklers should be inspected with NFPA13 and the requirements of all applicable authorities and the sprinkler system maintained in accordance with NFPA having jurisdiction using the Reliable sprinkler installation wrench 25,as well as the requirements of any Authorities Having identified in this bulletin.Any other wrench may damage the Jurisdiction. sprinkler. The Models W2 and W4 wrenches have two sets of Prior to installation,sprinklers should remain in the original jaws. Use the smallest set of jaws that fit on the wrench flats of cartons and packaging until used.This will minimize the potential the sprinkler. A leak tight sprinkler joint can be obtained with a for damage to sprinklers that could cause improper operation or torque of 8 to 18 lb-ft(11 to 24 N•m).Do not tighten sprinklers over non-operation. the maximum recommended installation torque.Exceeding the maximum recommended installation torque may cause leakage or Do not clean sprinklers with soap and water,ammonia liquid or impairment of the sprinkler. any other cleaning fluids. Remove dust by gentle vacuuming without touching the sprinkler. Glass bulb sprinklers have orange bulb protectors or protective Replace any sprinkler which has been painted(other than factory caps to minimize bulb damage during shipping,handling and applied).A stock of spare sprinklers should be maintained to installation.Reliable sprinkler installation wrenches are designed allow quick replacement of damaged or operated sprinklers. to install sprinklers with bulb protectors in place.Remove the bulb Failure to properly maintain sprinklers may result in inadvertent protector at the time when the sprinkler system is placed in service operation or non-operation during a fire event. for fire protection.Removal of the bulb protector before this time may leave the bulb vulnerable to damage.Remove bulb protectors by undoing the clasp by hand. Do not use tools to remove bulb protectors. Bulletin 028 �' Page 6 of 7 October 2022 www.reliablesprinkler.com Guarantee For the guarantee,terms,and conditions,visit www. reliablesprinkler.com. Ordering Information Specify the following when ordering: Model • 171 FR56 QREC Deflector/Orientation • Pendent • CCP Concealed Pendent • Horizontal Sidewall Temperature Rating • See sprinkler technical specifications Sprinkler Finish • See Table B Recessed Escutcheon • F1 • F2 • FP Escutcheon Finish • See Table B CCP Cover Plate Temperature Rating • 135°F(57°C) CCP Cover Plate Finish • See Table B Sprinkler Wrench • Model W2(non-recessed) • Model W4(recessed,concealed) co w CO O ti O O O m m Z d Bulletin 028 Page 7 of 7 October 2022 e �a www.rellablesprinkler.com Bulletin 157 April 2020 co ® Model F301356 Dry C. K5.6 (80 metric) 1 4 Quick-Response, Standard Spray Sprinklers N 0 Features 1. Available in the following configurations • Pendent with standard escutcheon • Pendent with Model HB extended escutcheon • Pendent with Model FP recessed escutcheon • Pendent with Model F1 recessed escutcheon • Concealed Pendent with Model CCP cover plate • Horizontal Sidewall with Standard escutcheon ' • Horizontal Sidewall with Model HB extended es- Pendent Pendent/HB cutcheon • Horizontal Sidewall with Model FP recessed es- (See Fig. 1) (See Fig.2) cutcheon(FM Standard Response) • Horizontal Sidewall with Model F1 recessed es- cutcheon(FM Standard Response) • Upright 2. Available with 1" NPT, IS07-1R1, 3/4" NPT, or IS07- m . 1 R3/4 inlet fitting. �e 3. 3/4"NPT inlet fittings permit replacement of older 3/4" inlet dry sprinklers without changing to a larger sprin- kler fitting. Recessed FP Pendent Concealed 4. Sprinklers, escutcheons, and cover plates are avail- (See Fig.3) (See Fig.4) able in a wide variety of standard and special appli- cation finishes. 5. White polyester, black polyester, and Electroless k Nickel PTFE (ENT) finish sprinklers are cULus Listed as Corrosion Resistant. 6. Available with cULus Listed 250 psi (17.2 bar) pres- ;t � , sure rating for Dry Pendent and select HSW configu- rations. FM Approved for 175 psi (12 bar). , Product Description Recessed F1 Pendent Horizontal Sidewall Model F3QR56 Dry sprinklers are quick-response, stan- (See Fig.5) (See Fig.6) dard coverage sprinklers with a nominal K-Factor of 5.6(80 metric). Available in Dry Pendent, Dry Horizontal Sidewall, and Dry Upright configurations, Model F3QR56 Dry sprin- klers all use a 3 mm glass bulb operating element. See the Temperature Ratings table in this Bulletin for available tem- � perature ratings.Model F3QR56 Dry sprinklers are intended for installation on wet-pipe, dry-pipe, or preaction sprinkler i systems in accordance with NFPA 13, FM Property Loss Horizontal Sidewall/HB Recessed FP Prevention Data Sheets, and other applicable installation (See Fig.7) Horizontal Sidewall standards. (See Fig.8) Model F3QR56 Dry Pendent and Sidewall sprinklers are available with a variety of escutcheon options as illustrated in Figs. 1 through 3 and Figs.5 through 9. In addition,Model F3QR56 Dry Pendent sprinklers are also available with the r a Model CCP conical concealed cover plate as illustrated in , Fig. 4. Available sprinkler, escutcheon, and cover plate fin- ishes are identified in the Finishes table in this Bulletin.The Model F1 escutcheon, Model FP escutcheon, and Model Recessed F1 CCP cover plate are the only recessed escutcheons and Horizontal Sidewall cover plate listed for use with Model F3QR56 Dry sprinklers; (See Fig.9) Upright the use of any other recessed escutcheon or cover plate (See Fig. 10) Reliable Automatic Sprinkler Co., 'Inc., 103 Fairview Park Drive, EIrrisford, New York 10523 with Model F3QR56 Dry sprinklers will void all guarantees, existing 3/4"or IS07-1 R3/4 inlet dry sprinklers,but may also warranties, listings and approvals. be used in new installations. Inlet fittings are available with 1"NPT, ISO 7-1 R1,3/4"NPT, See the Available Configurations, Listings, and Approvals or IS07-1 133/4 threads. Sprinklers with 3/4" NPT and IS07- table in this Bulletin for further information on Model F3QR56 1 R3/4 inlet fittings are intended primarily for replacement of Dry sprinklers. Available Configurations, Listings, and Approvals Available Sprinkler Sprinkler Escutcheon or Length Listings and Inlet Identification , Model Cover Plate (See Figs. 1-9) Approvals() Threads Number (SIN) Standard 2"to 36" Escutcheon (50 to 900 mm) HB Extended Escutcheon F1 Recessed cULus, NYC 3/4" NPT or Escutcheon 3-1/2"to 36" IS07-1R3/4 FP Recessed (90 to 900 mm) Escutcheon F3QR56 Dry CCP Cover Plate R5714 Pendent Standard 2"to 48" Escutcheon (50 to 1200 mm) HB Extended Escutcheon 1" NPT F1 Recessed 3-1/2" to 48" cULus, FM, NYC or Escutcheon IS07-1 R1 FP Recessed (90 to 1200 mm) Escutcheon CCP Cover Plate Standard 2"to 48" Escutcheon (50 to 1200 mm) HB Extended Escutcheon cULusl2i, NYC( ) 3/4" NPT or F1 Recessed 3-1/2"to 48" I307-1 R3/4 Escutcheon (90 to 1200 mm) FP Recessed F3QR56 Dry Escutcheon Horizontal R5734 Standard 2"to 48° Sidewall Escutcheon (50 to 1200 mm) c , HB Extended 3-1/2" to 48" FM(3)3i, NYC( ) Escutcheon (90 to 1200 mm) or 1 NPT F1 Recessed 7- IS07-1 R1 Escutcheon 3-1/2" to 48" cULusl2i, FP Recessed (90 to 1200 mm) FMI3il4i, NYC(2) Escutcheon F3QR56 Dry N/A 5"to 48" cULus(2) 1" NPT or R5724 Upright (127 to 1200 mm) IS07-1 R1 (')For available temperature ratings and finishes see the Temperature Ratings and Finishes tables,respectively,in this Bulletin. (2)cULus Listing and NYC for Light Hazard and Ordinary Hazard only. (3)FM Approved for Light Hazard only. (4)Model F3QR56 Dry Horizontal Sidewall with Model F1 or Model FP recessed escutcheon are FM Approved as Standard Response. 2. Listing and Approval Agencies See the Available Configurations, Listings, and Approvals table in this Bulletin for listings and approvals applicable to each available configuration. 1. Listed by Underwriters Laboratories, Inc. and UL Certified for Canada(cULus) 2. Certified by FM Approvals (FM) 3. Permitted in New York City based on UL Listing per Local Law 33/2007 (NYC) Technical Data Nominal K-Factor: 5.6 gpm/psi'/2(80 L/min/bar'/2) Sprinkler Listing or Approval Deflector to Ceiling Distance Maximum Working Pressure F3QR56 Dry cULus,NYC See note below 250 psi(17.2 bar) Pendent FM See note below 175 psi(12 bar) F3QR56 Dry cULus,NYC 4"to 6" 250 psi(17.2 bar) Horizontal Sidewall 4"to 12" 175 psi(12 bar) FM See note below 175 psi(12 bar) F3QR56 Dry Upright I cULus See note below 175 psi(12 bar) Note: Deflector distance to be in accordance with applicable NFPA, FM, or other agency requirements. Information is provided only when additional clarification is necessary. Temperature Glass Bulb Color Sprinkler Cover Plate Maximum Cell- Listings and Classification Temperature Rating Temperature Rating Ing Temperature Approvals(') Orange 135°F(57°C) Ordinary 135°F(57°C) 100°F(38°C) cULus,FM,NYC Red 1550F(68°C) Intermediate Yellow 175°F(79°C) 165°F(74°C) 150°F(66°C) cULus,NYC Intermediate Green 200°F(93°C) 165°F(74°C) 150°F(66°C) cULus,FM,NYC None 225°F(107°C) cULus,FM(2),NYC High Blue 286°F(141°C) 165°F(74°C) 150°F(66°C) cULus,NYC (')For listed and approved sprinkler,escutcheon,and inlet configurations see the Available Configurations,Listings,and Approvals table in this Bulletin. (2)High temperature classification is FM Approved with Standard and Model HB escutcheons only. Finishes4 Component Sprinkler Escutcheon') Cover Plate Bronze Brass(3) White Paint Standard Finishes White Polyester(2) White Polyester Chrome Chrome Chrome Electroless Nickel PTFE(2) Type 316 Stainless Steel Satin Chrome Special Application Finishes Black Polyester(2) Black Polyester Black Paint Custom Color Paint Custom Color Polyester Customer Color Polyester Black Plating O)Standard and Model HB escutcheons are supplied with both the can and escutcheon finished.Model F1 escutcheons are supplied with both the collar and escutcheon finished.Model FP escutcheons are supplied with the escutcheon finished;the cup is galvanized or stainless steel with no further finish. (2)cULus Listed as a Corrosion Resistant Sprinkler. (3)Brass finish available for standard,Model F1,and Model FP escutcheons only. (4)Dry upright sprinkler available in standard bronze only. 3. Model F3QR56 Dry Pendent Sprinkler with Standard Escutcheon (SIN R5714) „ „ 2"to 48"(51mm to 1219mm)in 1/4"(6mm)increments for 1"connections or A Dim. 2"to 36" 51 mm to 914mm in 1/4" 6mm increments for 3 4"connections System Fitting Inlet Fitting 2-1/8" "A" Dimension [54mm] Dia. Hole in Ceiling 1-1/4" Sprinkler Can [32 mm] Escutcheon Adjustment i Escutcheon i 15/32" Ceiling w a Nominal Escutcheon Position 1/4" [6 mm] 1-5/8" Escutcheon Adjustment [41 mm] 1/4" [6 mm] Nominal Protrusion 3" [76 mm] COMDRYDET1 DIA. Fig. 1 Note:The sprinkler can protrudes 1/a"when escutcheon is in nominal position. Escutcheon adjustment provides-1/a"(-6mm)to+11/4" (+32mm)"A" dimension adjustment range. Sprinkler Guard: Model C2 4. Model F301356 Dry Pendent Sprinkler with Model HB Extended Escutcheon (SIN R5714) F�"A"Dim. 31/2"to 48"(89mm to 1219mm)in 1/4"(6mm)increments for 1"connections or A"DIM3'/2"to 36" 89mm to 914mm in 1 4" 6mm increments for 3 4"connections - 4 System tee Inlet fitting i "A" Dimension 2-1/2" [64 mm] Dia. Hole in Ceiling i 1/2" [13mm] Escutcheon Adjustment � P Ceilm 1-1/4" [32mm] Nominal Position Escutcheon of Escutcheon Sprinkler Can 1/2" [13mm] Escutcheon Adjustment i COMDRYDET2 3-1/2" [89 mm] Escutcheon Dia. Fig.2 Note: The sprinkler can protrudes 1114"when escutcheon is in nominal position. Escutcheon adjustment provides-1/2"(-12,7mm)to+1/2"(+12.7mm) "A"dimension adjustment range. Sprinkler Guard: Model C2 5. Model F301456 Dry Pendent Sprinkler with Model FP Recessed Escutcheon (SIN R5714) "A"Dim. 31/2"to 48"(89mm to 1219mm)in 1/4"(6mm)Increments for 1"connections or 3/2 to 36" 89mm to 914mm in 1/4" 6mm increments for 3 4"connections ---- - i r-- IT; l i i a ii IJ_ ��----�LI --� L__ ----J System Tee i Inlet Fitting i 2-5/8"[67 mm] Dia. "A"Dimension Hole in Ceiling i i Sprinkler 1/4"[6 mm] Cup Escutcheon Adjustment Escutcheon Ceiling i 3/4"[19 mm] Nom. Nominal Escutcheon Position 3-7/32" 1/4" [6 mm] Escutcheon Adjustment [82 mm] Dia. COMDRYDET3 Fig.3 Note:Do not install:the Model F3QR56 Dry Pendent sprinkler with the Model FP escutcheon in ceilings which have positive pressure in the space above. 6. Model F3QR56 Dry Pendent Sprinkler with Model CCP Cover Plate (SIN R5714) "A"Dim. 31/2"to 48"(89mm to 1219mm)in 1/4"(6mm)increments for 1"connections or 3/2 to 36" 89mm to 914mm In 1 4" 6mm increments for 3 4"connections T i - _ _ System Tee Inlet Fitting i i 2-1/2" [64 mm] Dia. "A"Dimension Hole In Ceiling i i Sprinkler Cup i 3/16"[5 mm] Model CCP 1/2 Cover Plate Adjustment Cover Plate Assembly ' Ceiling § kq` ' i 7/8" [22 mm] Nominal Cover Plate Position 3/16" [5 mm] Cover Plate Adjustment 3-5/[84 mm] Dia. COMDRYDET4 Fig.4 Note:Do not install the Model F3QR56 Dry Pendent sprinkler with the Model CCP cover plate in ceilings which have positive pressure in the space above. 7. Model F3QR56 Dry Pendent Sprinkler with Model F1 Recessed Escutcheon (SIN R5714) 31/2"to 48"(89mm to 1219mm)in 1/4"(6mm)increments for 1"connections or "A"Dim. 31/2"to 36" 89mm to 914mm in 1/4" 6mm increments for 3/4"connections. r-`----- ------ram L—r- L- - System Tee Inlet Fitting 2-1/4" [57 mm] Dia. Hole in Ceiling "A" Dimension Collar 1/4" [6 mm] Escutcheon Adjustment �,11-iii's [3 mm] Nominal Escutcheon Position Escutcheon 1/4" [6 mm] Escutcheon Adjustment 2-27/32" [72 mm] Dia. COMDRYDET5 Fig.5 8. Model F301156 Dry Horizontal Sidewall Sprinkler with Standard Escutcheon (SIN R5734) 2"to 48"(51mm to 1219mm)in 1/4"(6mm)increments for 1"connections or 2"to 36" 51 mm to 914mm in 1/4" 6mm Increments for 3 4"connections _ RT . Celling ro ; 4"[102 mm] Min. 4,1 a 12"[305 mm] Max. 15/32'[12mm] Sprinkler Can 2-3/32" System Fitting [53 mm] Inlet Fitting 5/8"[16 mm] 311 2-1/8" [54 mm] Dia. ; �� � 1/4"[6mm] Nominal Protrusion Hole in Wall 1/4"[6 mm] Escutcheon Adjustment COMDRYDET6 1-1/4"[32 mm] Nominal Escutcheon Position Escutcheon Adjustment "A"Dimension Fig.6 Note:The sprinkler can protrudes 1/4"when escutcheon is in nominal position. Escutcheon adjustment provides-1/a"(-6mm)to+11/4" (+32mm)"A" dimension adjustment range. 9. Model F3QR56 Dry Horizontal Sidewall Sprinkler with Model HB Escutcheon (SIN R5734) 31/2"to 48"(89mm to 1219mm)in 1/4"(6mm)increments for 1"connections or 31/2"to 36"(89mm to 914mm)in 1/4"(6mm)increments for 3/4"connections f� n � � Ceiling r�h1 tdGm ? 4"[102mm] Min. Escutcheon 12"[305mm] Max. Sprinkler Can 2 3/32" System Tee Inlet Fitting [53mm] 5/8"[16mm] 3-1/2" --I - - -- ----- --- --- ----- -� [89mm] Escutcheon Dia. j 2 1/2" Dia. '+be kffi'. Hole In Wall 1-1/4" 1-1/4"[32mm] Nominal Protrusion [32mm] -.-1/2"[13mm] Escutcheon Adjustment COMDRYDET7 1/2"[13mm] Nominal Position Escutcheon of Escutcheon Adjustment "A"Dimension Fig. 7 Note: The sprinkler can protrudes 11/4"when escutcheon is in nominal position. Escutcheon adjustment provides-1/2"(-12.7mm)to+1/2"(+12.7mm) "A"dimension adjustment range. 10. Model F301156 Dry Horizontal Sidewall Sprinkler with Model FP Recessed Escutcheon(SIN R5734) "A'Dim. 31/2"to 48"(89mm to 1219mm)in 1/4"(6mm)increments for 1"connections or 3/2 to 36" 89mm to 914mm in 1/4" 6mm increments for 3/4"connections Ceiling Nom, 1-1/4° Escutcheon [32 mm] 4"[102 mm]Min. Sprinkler Cup 3 " cULus,NYC:6"[152 mm]Max. System Tee FM: 12"[305 mm]Max. Inlet Fitting 5/8"[16 mm] u 3-7/32" [82 mm] Dia. 2-1/211 [64 mm] Die. ' e, Hole in Wall 1/4"[6 mm] Escutcheon Adjustment COMDRYDET8 1/4"[6 mm] Nominal Escutcheon Position Escutcheon Adjustment "A"Dimension Fig.8 Note:Do not install the Model F3QR56 Dry Horizontal Sidewall sprinkler with the Model FP escutcheon in walls which are positively pressurized with respect to the protected space, 11. Model F3QR56 Dry Horizontal Sidewall S riniderwith Model F1 Recessed Escutcheon (SIN R5734) 31/2'to 48"(89mm to 1219mm)in 1/4"(6mm)increments for 1"connections or "A"Dim. 31/z"to 36" 89mm to 914mm in 1/4" 6mm increments for 3/4"connections . s Ceiling.� ;;s$ Nom. 6 1-3/4" 1/8" [44 mm] Escutcheon [3 mm] Collar 4"[102 mm]Min. System Tee CO;x cULFM: 12"[305 mm] Max. Inlet Fitting / -,� •�� 6/8"[16 mm] n 2-27/32" c 1� [72 mm] Dia. 2-1/4"[57 mm] Dia. r Hole in Wall 1/4"[6 mm] Escutcheon Adjustment Nominal Position COMDRYDET9 1/4"16 mm] of Escutcheon Escutcheon Adjustment "A"Dimension Fig.9 12. Model F3QR56 Dry Upright(SIN 5724) Order Dimensions 5"to 48"(127 mm to 1219 mm) Note: Customer is responsible for determining correct deflector distance below structure above. i Order Dimension i Inlet Fitting System Tee r- -, COMDRYDET10 7 I Fig. 10 13. MINIMUM EXPOSED BARREL LENGTH WHEN CONNECTED TO WET PIPE SPRINKLER SYSTEM NOTE: STANDARD DRY PENDENT IS SHOWN, HOWEVER, MINIMUM EXPOSED BARREL LENGTH APPLIES TO ALL STYLES OF DRY SPRINKLERS CONNECTED TO A WET PIPE SYSTEM. WET PIPE EXPOSED BARREL AMBIENT AMBIENT TEMPERATURE TEMPERATURE EXPOSED TO 40'F/4'C I 50F/10'C I 60'F/16'C DISCHARGE END EXPOSED MINIMUM BARREL LENGTH" � I-� OF SPRINKLER•(F CE OF FITTING TO TOP OF CEILING)*"* IN. (MM) IN. (MM) IN. (MM) Lr r 5 tiJ 40-F(4'C) 0 0 0 IF HUMIDITY AND TEMPERATURE DIFFERENTIAL 30-F(-1'C) 0 0 0 CAUSES CONDENSATION ON THE EXPOSED DRY SPRINKLER, CONSIDER WRAPPING THE EXPOSED 20-F(-7'C) 4(100) 0 0 BARREL WITH INSULATION, FOAM INSULATING TAPE OR EQUIVALENT. 10-F(-12'C) 8(200) 1 (25) 0 07(-18'C) 12(300) 3(75) 0 MINIMUM (HEATED AREA) I SEAL THE CLEARANCE SPACE EXPOSED i AROUND THE SPRINKLER TO AVOID -10-F(-23'C) 14(350) 4(100) 1 (25) BARREL LEAKAGE OF AIR INTO THE PROTECTED LENGTH AREA AND CONSEQUENT FORMATION OF -20-F(-29'C) 14(350) 6(150) 3(75) "A I CONDENSATE AROUND THE FRAME, WHICH -30'F(-34'C) 16 (400) 8(200) 4(100) JDIMENSION CLEAR ENCE COULD INHIBIT OPERATION OR CAUSE PREMATURE OPERATION. SEE BELOW FOR -40-F(-40'C) 18(450) 8(200) 4(100) RECOMMENDED METHODS. -50-F(-46'C) 20(500) 10(250) 6(150) -60T(-51'C) 20(500) 10(250) 6(150) _________ _ __ •FOR AMBIENT TEMPERATURES EXPOSED TO THE DISCHARGE INSIDE SURFACE OF END OF THE SPRINKLER THAT OCCUR BETWEEN THE VALUES ---------- -------- INSULATION, WALL, OR LISTED, USE THE NEXT COOLER TEMPERATURE. ________= ___ CEILING ••THE MINIMUM EXPOSED BARREL LENGTH IS NOT THE SAME --------- --------- AS THE"A"DIMENSION. THE MINIMUM EXPOSED BARREL LENGTH IS BASED ON A PROPERLY SEALED PENETRATION WITH A MAXIMUM WIND VELOCITY ON THE EXPOSED SPRINKLER OF 30 MPH(48 KM/H). LONGER EXPOSED BARREL LENGTHS WILL THERMAL ESCUTCHEON HELP AVOID FREEZING OF THE WET PIPING WHERE HIGHER BARRIER WIND VELOCITY IS EXPECTED. i ••THE MINIMUM EXPOSED BARREL LENGTH IS MEASURED DISCHARGE END OF SPRINKLER FROM THE FACE OF THE FITTING TO THE INSIDE FACE OF THE INSULATION, WALL, OR CEILING LEADING TO THE COLD SPACE, PROTECTED(NON-CONDITIONED) AREA) WHICHEVER IS CLOSEST TO THE FITTING. RECOMMENDED DRY SPRINKLER SEAL ARRANGEMENTS WET PIPE (DRY SPRINKLER WITH STANDARD ESCUTCHEON SHOWN) WET PIPE Fi_--------sl F--=-- ____�.� r--- it J�r- Lr-7 r-zJ Lr-1 --LJ L (HEATED AREA) (HEATED AREA) MINIMUM I MINIMUM ' EXPOSED EXPOSED BARREL BARREL LENGTH DECK FLASHING INSIDE FACE SEAL LENGTH (SEE ABOVE) RASCO#4003910 (SEE ABOVE) (RECEC OMMENDED) i CLEARANCE HOLE INSULATED FREEZER OR COOLER STRUCTURE OR EXTERIOR FRAMING .. ... :rr .................... i (PROTECTED AREA) DISCHARGE END OF (PROTECTED ARE DISCHARGE END OF DRY SPRINKLER DRY SPRINKLER IN COLD AREA IN COLD AREA COMDRYDETI Fig. 11 14. s *CAUTION* RELIABLE DRY SPRINKLERS MAY BE INSTALLED IN A LISTED CPVC SPRINKLER FITTING,ONLY UPON VERIFICATION THAT THE FITTING DOES NOT INTERFERE WITH THE SPRINKLER'S INLET. Do not install dry sprinklers with standard inlets into CPVC fittings that have an internal obstruction;this will damage the sprinkler,the fitting,or both. Short inlet("PL")versions of Reliable dry sprinklers are available that may or may not be compatible with fittings having internal obstructions in existing installations.Sprinklers with the short inlet("PL")should only be installed in CPVC fittings of wet-pipe systems. In all cases,verify sprinkler and fitting dimensions prior to installation to avoid interference. Internal Obstruction No Internal Obstruction i i Female Female Pipe Pipe Thread Thread , CPVC itting - CPVC Fitting with Internal Obstruction No Internal Obstruction 1 Shorter Longer Inlet Inlet Male Male Pipe Pipe Thread Thread I Dry Sprinkler Dry Sprinkler Short Inlet ("PL") Standard Inlet BE SURE TO ORDER THE CORRECT SPRINKLERS FOR YOUR APPLICATION COMDRYDE M Fig. 12 15. �' €,✓w. YSi III �w Fig. 13-Model F3R Wrench 3 z" r :a b x oaf � ^F Fig. 14-Model XL02 Wrench 16. MATERIAL SPECIFICATIONS 4 ITEM# DESCRIPTION MATERIAL,SPECIFICATION 3 1 FRAME BRASS PER UNS C83600 2 DEFLECTOR BRONZE PER UNS C51000 3 LOAD SCREW BRASS PER UNS C22000 4 SEAT ADAPTOR BRASS ALLOY PER UNS C36000 p 1 5 BULB INSERT COPPER,ALLOY PER UNS.C31400' 6 GLASS BULB GLASS W/GLYCERIN SOLUTION 7 ORIFICE ADAPTOR BRASS ALLOY PER UNS C36000 8 OUTER TUBE GALVANIZED STEEL 9 INNER TUBE BRASS ALLOY PER UNS 023000 10 YOKE. BRASS ALLOY PER UNS C38000 11 INLET BRASS ALLOY PER UNS 035330 12 CAP BRASS ALLOY PER UNS C54400 j 13 SPRING WASHER/SEAL PTFE COATED BERYLLIUM NICKEL 14 FLIP DISK BRASS ALLOY PER UNS 054400 PAINTED OR PLATED MILD STEEL,EXCEPT CAN/ESCUTCHEON FOR TYPE 316 STAINLESS STEEL FOR 15 SPRINKLERS WITH ENT FINISH 9 8 (PIPE WRENCH MAY ONLY BE USED ON OUTER STEEL PIPE OF SPRINKLER) 7 5 COMDRYDET13 4 6 3 1 APPEARANCE OF DEFLECTOR MAY VARY DEPENDING ON MODEL 2 Fig. 15 17. Installation Instructions , Model F3QR56 Dry sprinklers must only be installed in the other than the wrench boss.When inserting or remov- following fittings: ing the wrench from the sprinkler, care should be tak- 1. The side outlet of an ANSI B 16.3 class 150(malleable en to prevent damage to the sprinkler. The sprinkler or ductile) or ANSI B16.4 class 125 (cast) iron pipe is then tightened into the pipe fitting to achieve a leak tee free connection.The recommended minimum to max- 2. The run outlet of an ANSI B 16.3 class 150(malleable imum installation torque is 22-30 lb-ft(30—40 N-m) or ductile) or ANSI B16.4 class 125 (cast) iron pipe for 1" NPT and ISO7-1 R1 sprinklers, and 14- 20 lb-ft tee, with the side outlet plugged (wet-pipe systems (19—27 N-m)for 3/4"NPT and ISO7-1 R3/4 sprinklers. only) 3a.Alternatively, where access to the outer tube of 3. Spears Manufacturing Company Brass Thread In- the sprinkler is available, the Model F3QR56 Dry sert Style or Special Reinforced Plastic Thread Style sprinkler may be installed using a pipe wrench. Listed adapter or tee(wet-pipe systems only) (gasket The pipe wrench shall only be permitted to inter- sealed outlets shall not be used) face with the galvanized steel outer tube portion of 4. Any Listed CPVC sprinkler adapter or tee only in ac- the sprinkler (Item #8 in Fig. 15). Do NOT wrench cordance with Fig. 12 and upon verification that the any other portion of the sprinkler assembly.A pipe CPVC adapter or tee does not interfere with the sprin- wrench can install the sprinkler into the fitting with kler's inlet (wet-pipe systems only) (gasket sealed a large amount of torque; consideration should be outlets shall not be used) given to the need for future removal of the sprin- Model F3QR56 dry sprinklers must not be installed into el- kler because the installation torque will have to be bows, welded outlets, gasket sealed outlets, or couplings. matched or exceeded to remove the sprinkler.The Installation of the Model F3QR56 Dry sprinkler is not recom- recommended minimum to maximum installation mend in copper pipe systems, as this may reduce the life torque is 22 - 30 lb-ft (30 — 40 N-m) for 1" NPT expectancy of the sprinkler. and ISO7-1 R1 sprinklers, and 14-20 lb-ft(19—27 In all dry-pipe system installations,the Model F3QR56 Dry N-m)for 3/4" NPT and ISO7-1 R3/4 sprinklers. sprinkler must be installed with protrusion into the fitting in 4. Standard and Model HB escutcheons can be in- accordance with Fig. 1 through Fig. 10 in this Bulletin. Do stalled by slipping the escutcheon over the can until not install Model F3QR56 Dry sprinklers with the standard the escutcheon is seated against the ceiling or wall. (long) inlet fitting into CPVC fittings that have an internal Model F1 escutcheons are installed by pressing the obstruction (see Fig. 12);this will damage the sprinkler,the escutcheon onto the collar until the' escutcheon is fitting, or both. Model F3QR56 Dry sprinklers are available seated against the ceiling or wall. The Model FP es- with a short "PL" inlet fitting for installation on CPVC fittings cutcheon is installed by pressing or threading the es- of wet-pipe sprinkler systems only. cutcheon into the cup by hand; the escutcheon can Model F3QR56 Dry sprinklers connected to wet-pipe sys- be tightened against the ceiling or wall by turning the tems must be installed with the Exposed Minimum Barrel escutcheon in a clockwise direction.and removed by Length required by Fig. 11 located in a Heated Area. turning the escutcheon in a counter-clockwise direc- An orange protective clip is factory installed on the sprin- tion.To install the Model CCP cover plate,first remove kler to protect the glass bulb thermal element from dam- the protective clip. Install the Model CCP cover plate age. The clip should remain in place during installation of on the sprinkler by pressing or threading the cover the sprinkler and be removed when the sprinkler system is plate into the cup by hand; the cover plate can be placed in service.Sprinklers with 3/4" NPT and ISO7-1 R3/4 tightened against the ceiling by,turning the cover inlets are supplied with a protective cap on the inlet that plate in a clockwise direction and removed by turning must be removed before installation. the cover plate in a counter-clockwise direction. Use the following steps for installation: 5. Remove the orange protective clip when placing the 1. Cut a hole in the wall or ceiling directly in-line with sprinkler system in service. the outlet of the fitting. See the Installation Data table for the recommended hole diameter based on the es cutcheon or cover plate option selected. 2. Apply pipe joint compound or PTFE tape to the male threads of the sprinkler's inlet fitting. 3. Install the sprinkler in the fitting using the installation wrench specified in the Installation Data table. The Model F3R wrench is designed to be inserted into the groves in the sprinkler's wrench boss as shown in Fig. 13.The Model XLO2 wrench is designed to fit into the cup and engage the wrench boss as shown in Fig. 14. Do NOT wrench any part of the sprinkler assembly 18. Installation Data Sprinkler Suggested Hole Diameter Installation Required Centerline of Sprinkler Escutcheon or Cover Plate Tube/Inlet to Finished Ceiling Model in Wall or Ceiling Wrench Vertical Dimension*. Standard Escutcheon 2-1/8"(54 mm) F3R HB Extended Escutcheon 2-1/2"(64 mm) F3R F30R56 Dry F1 Recessed Escutcheon 2-1/4"(57 mm) XL02 Not Pendent Applicable FP Recessed Escutcheon XL02 CCP Cover Plate 2-1/2"(64 mm) XL02 Standard Escutcheon 2-1/8"(54 mm) F313 4-5/8"to 12-5/8" HB Extended Escutcheon 2-1/2"(64 mm) F3R (118 mm to 321 mm) F30R56 Dry F1 Recessed Escutcheon 2-1/4"(57 mm) XL02 cULus,NYC Horizontal 4-5/8"to 6-5/8" Sidewall FP Recessed Escutcheon 2-1/2"(64 mm) XL02 (118 mm to 168 mm) F1 Recessed Escutcheon 2-1/4"(57 mm) XL02 FM 4-5/8"to 12-5/8" FP Recessed Escutcheon 2-1/2"(64 mm) XL02 (118 mm to 321 mm) F30R56 Dry N/A 1-1/2"(38mm) F3R Not Applicable Upright *Note:Based on 5/8" (16 mm)centerline of sprinkler tube/inlet to defector vertical distance. Maintenance The Model F3QR56 Dry Sprinklers should be inspected 3. Inlet Threads: [1" NPT][ISO7-1R1][3/4" NPT][IS07- and the sprinkler system maintained in accordance with 1 R3/41 NFPA 25. Do not remove the factory applied thermally sen- 4. Inlet Fitting: [Long—Standard Inlet Fitting][Short "PL" sitive wax fillet between the bulb supporting cup and the —Wet Pipe Systems only] wrenching boss. Do not replace this wax with a substitute 5. Sprinkler Temperature Rating: See Temperature Rat- substance. ings table An Alternate substance may interfere with proper operation 6. Sprinkler Finish: See Finishes Table of the sprinkler. Do not clean sprinklers with soap and water, 7. Escutcheon/Cover Plate Finish: See Finishes Table ammonia or any other cleaning fluids. Remove dust by us- 8. Length: ing a soft brush or gently vacuuming. Replace any sprin- *For dry pendents and dry sidewalls: "A" Dimen- kler which has been painted (other than factory applied) or sion is from face of tee to face of finished ceiling or damaged in any way.A stock of spare sprinklers should be wall in 1/4" (6mm) increments. See Fig. 1 through maintained to allow quick replacement of damaged or op Fig. Q. erated sprinklers. Prior to installation, sprinklers should be *For dry uprights: Order dimension is from face of maintained in the original cartons and packaging until used tee to top of deflector in 1/4" (6mm) increments. to minimize the potential for damage to sprinklers that would See Fig. 10. cause improper operation or non-operation. Notes: Ordering information 1. For Dry Upright, customer is responsible for determining Specify: the correct deflector distance from structure above. 1. Sprinkler: [Model F3QR56 Dry Pendent SIN R5714] 2. Length is based on normally gauged pipe thread "make- [Model F3QR56 Dry Horizontal Sidewall SIN R5734] up"of.600"(15mm)per ANSI B2.1 (approximately 7-1/2 [Model F2QR Dry Upright SIN R5724] threads). 2. Escutcheon/Cover Plate: [None][Standard escutch- eon][Model HB extended escutcheon][Model F1 re- cessed escutcheon][Model FP recessed escutcheon] [Model CCP cover plate—pendent only] The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for almost 100 years, Manufactured by Reliable Automatic Sprinkler Co.,Inc. Recycled I it _,,ft _ n (800)431-1588 Sales Offices Paper e�%� (800)848-6051 Sales Fax (914)829-2042 Corporate Offices Revision lines indicate updated or new data. www.reliablesprinkler.com Internet Address EG.Printed In U.S.A.04/20 P/N 9999970175 Bulletin 445 February 2022 ® Fire Department Connections Rellmabil and Accessories Product Description Reliable Fire Department Connections provide a means through which supplemental fire protection water supply can be pumped into the sprinkler system, standpipe, or other water-based fire protection systems. Installation The Reliable Fire Department Connections and accessories shall be installed in accordance with NFPA 13, "Standard for REL-FDC-425 REL-FDC-4590 the Installation of Sprinkler Systems,"as well as the require- 4"x 2-1/2"x 2-1/2" 4"x 2-1/2"x 2-1/2" ments of any authorities having jurisdiction.Verify compatibility Straight Single Clapper 900 Single Clapper of the Fire Department Connections and accessories materials Two-Way Inlets Two-Way Inlets with the water supply and the environment where the valve will be installed prior to installation. Maintenance The owner is responsible for maintaining the fire protection system in proper operating condition.Any system mainte- nance or testing that involves placing a control valve out of service will eliminate the fire protection that is provided by the fire protection system. The Reliable Fire Department Connections and accesso- REL-FDC-15(1-1/2")or REL-FDC-25(2-1/2") ries and associated equipment shall periodically be given a Single Inlet Fire Department Connection thorough inspection and test. NFPA 25, "Inspection,Testing and Maintenance of Water Based Fire Protection Systems," provides minimum maintenance requirements. ' f Guarantee aA For Reliable Automatic Sprinkler Co., Inc. guarantee, terms, +' . and conditions,visit www.reliablesprinkler.com. I C � 1 Ordering Information `f Specify the following when ordering: Wall Plates Plug and Chain Model • 4 x 2-1/2"x 2-1/2"Straight Single Clapper Two-Way Inlet • 4 x 2-1/2"x 2-1/2"901 Single Clapper Two-Way Inlet • Single Inlet Fire Department Connection(1-1/2" or 2-1/2") • Wall Plates(4"or 2-1/2") • Plug and Chain • Breakable Caps • Reducer Note:2-1/2"plugs or breakable caps not included with inlets; order separately. Breakable Caps Reducers www.rellablesprinkler.com w f . REL-FDC-425 411 x 2-1/2"x 2-1/2"Straight Single Clapper Two-Way Inlet Technical Specifications Listings and Approvals Pressure Rating: cULus Listed 300 psi(20.7 bar) FM Approvedp Material Specifications Threads Clapper:C37700 Brass Alloy NST O-Ring:EPDM ; Hinge Pin:C37700 Brass Alloy Screw:C46500 Brass Alloy/Type 304 Stainless Steel Sealing:EPDM ,, � Coupling:C37700 Brass Alloy Ball Bearing:Type 304 Stainless Steel Body:C37700 Brass Alloy REL-FDC-425 4"x 2-1/2"x 2-1/2"Straight Single Clapper Two-Way Inlet Specification and Dimensions 4-1/2" (114 mm) E CY) T 00 u7 8-3/8" (213 mm) Note:2-1/2"plugs or breakable caps not included with inlets;order separately. Bulletin 445 e a Page 2 of 6 February 2022 www.reliablesprinkler.com •0 900 Single Clapper Two-Way Inlet Technical Specifications Listings and Approvals Pressure Rating: cULus Listed 300 psi(20.7 bar) FM Approved Material Specifications Threads O-Ring:EPDM NST Screw:C46500 Brass Alloy/Type 304 Stainless Steel k Coupling:C37700 Brass Alloy Sealing:EPDM Ball Bearing:Type 304 Stainless Steel , Hinge Pin:C37700 Brass Alloy Clapper:C37700 Brass Alloy Body:C37700 Brass Alloy REL-FDC-42590 4"x 2-1/2"x 2-1/2"900 Single Clapper Two-Way Inlet Specification and Dimensions I I RASCO \,F.D.Co REL -42590 4-1 /16" -- - - TASK(122 mm) i�6-9/16" 067 mm) 300 / i 4-1 2" 114 mm \ i 8-3/16" 208 mm Note:2-1/2"plugs or breakable caps not included with inlets;order separately. Bulletin 445 e Page 3 of 6 February 2022 www.reliablesprinkler.com Department • Technical Specifications Threads Pressure Rating: NST 300 psi(20.7 bar) Material Specifications Body:Brass*-B16 Cap and Chain:Sub-Assembly Screw:Type 304 Stainless Steel Seal:C37700 Brass Alloy Ball:Type 304 Stainless Steel Swivel Connector:C37700 Brass Alloy Adapter with plate:C37700 Brass Alloy *Contains lead.Not for use in water systems intended for human consumption. REL-FDC-15(1-1/211)or REL-FDC-25(2-1/211)Single Inlet Fire Department Connection Specification and Dimensions D i i i C B FDC Size A B C D 1-1/2" 3-1/8"(79 MM) 4-5/8"(118 mm) 1-1/2" NPT 1-1/2" NST Hose Thread 2-1/2" 3-11/16"(93 mm) 6-5/8"(169 mm) 2-1/2" NPT 2-1/2" NST Hose Thread Bulletin 445 g a Page 4 of 6 February 2022 www.rellablesprinkler.com 1 J Fire Department • • Accessories Wall Plates Used to identify and trim exposed Storz and fire department connections Materials:Aluminum, Rough Brass Finish:Aluminum, Rough Brassn � Size:4" IPS,2-1/2" IPS I 9•13118'(249 mm) y 0.c`oSp 0-Sp a12'(114 mm) � ssaleemN O T.CpN 4"Wall Plate 2-1/2"Wall Plate 2-1/21'Plug and Chain Plugs and chains are designed to protect female swivel threads on fire department con- nections.They also prevent the entry of foreign matter and debris.All come with standard lug pins. Material:Aluminum Finish: Rough Brass *Contains lead.Not for use in water systems intended for human consumption. Threads: NST Bulletin 445 we—viaPage 5 of 6 February 2022 www.reliablesprinkler.com 4 � Fire Department Connection • Breakable Caps Breakable caps are designed to protect female FDC inlets with pin lugs.They allow quick access when a hose connection is necessary.The caps are made with scored tabs that allow the fire department to easily remove by striking with a hydrant wrench or similar tool. Material: Cast aluminum or plastic _R� Color: Red Size:2-1/2" Type: Pin lug W 2-1/2"x 1-1/2"Reducer Used to reduce or change Fire Hose Threads. Material: Brass*-B16 Finish: Polished Brass *Contains lead. Not for use in water systems intended for human consumption. Threads: NST 1-1/2"(38 mm) NHAsk 1-3/4" (44 mm) 2-1/2•(64 mm) NH 4-5/16"(110 mm) z �o V O O O O Bulletin 445 Page 6 of 6 February 2022 www.rellablesprinkler.com _ t t J SYSTEM SENSOR SSM/SSV Series Alarm Bells System Sensors SSM and SSV series alarm bells are low current,high decibel notification appliances for use in fire and burglary systems or other signaling applications. Features Reliable Performance.The SSM and SSV series provide loud •Approved for indoor and outdoor use resonant tones.The SSM series operates on 24VDC and are motor driven,while the SSV series operates on 120VAC utilizing a vibrating •Low current draw mechanism. •High dB output •Available in six-inch,eight-inch,and ten-inch sizes Simplified Installation.For indoor use,the SSM and SSV series mount to a standard four-inch square electrical box.For outdoor •AC and DC models applications,weatherproof back box,model number WBB,is used. •DC models polarized for use with supervision circuitry •Mount directly to standard four-inch square electrical box indoors The SSM and SSV series come pre-wired,to reduce installation time. The SSM series incorporates a polarized electrical design for use with SSM and SSV series come pre-wired supervision circuitry. Agency Listings @ © FM °� � MEA O LISTED •PPROMD approved S4011 CS549 3005255 7135-1653.0217 33"1-E 1 , SSM/SSV Specifications Model shall be a SSM or SSV Series alarm bell.Bells shall have underdome strikers and operating mechanisms.Gongs on said bells shall be no smaller than nominal 678710"(specify size)with an operating voltage of 24VDC or 120VAC(specify by part number).Bells shall be suitable for surface or semi-flush mounting.Outdoor surface mounted installations shall be weatherproof(using optional WBB weatherproof electrical box).Otherwise bells shall mount to a standard 4"square electrical box having a maximum projection of 21/z.Bells shall be located as shown on the drawings or as determined by the Authority Having Jurisdiction.Bells shall be listed for indoor/outdoor use by Underwriters Laboratories and the California State Fire Marshal,and approved by Factory Mutual and MEA. •• Operating Temperature Range —31°F to 140°F Operating Voltage SSM series:24 VDC SSV series:120 VAC Termination Provided with 2 sets of leads for in/out wiring Service Use Fire Alarm,General Signaling,Burglar Alarm Warranty 3 years Model Gong Diameter Nominal Voltage Operating Voltage Maximum Current Sound Output(dBA) (inches) Limit SSM24-6 6 Regulated 24VDC 16 to 33VDC DC-31.1 mA/FWR-53.5mA 82 SSM24-8 8 Regulated 24VDC 16 to 33VDC DC-31.1 mA/FWR-53.5mA 80 SSM24-10 10 Regulated 24VDC 16 to 33VDC DC-31.1 MA/FWR-53.5mA 81 SSV120-6 6 Regulated 120VAC 96 to 132VAC 53mA 85 SSV120-8 8 Regulated 120VAC 96 to 132VAC 53mA 82 SSW 20-10 10 Regulated 120VAC 96 to 132VAC 53mA 82 "Sound output measured at Underwriter Laboratories,as specified in UL464 Ordering Information P. .. SSM24-6 SSM24-6A Bell,6,24VDC,Polarized,82dBA SSM24-8 SSM24-8A Bell,8,24VDC,Polarized,80dBA SSM24-10 SSM24-10A Bell,10,24VDC,Polarized,81 dBA SSV120-6 SSV120-6A Bell,6,120VAC,85dBA SSW 20-8 SSV120-8A Bell,8,120VAC,82dBA SSV120-10 SSV120-10A Bell,10,120VAC,82dBA WBB Weatherproof back box for SSM and SSV series,when installed outdoors TEM ®2011 System Sensor. SENSOR" 3825 Ohio Avenue•St.Charles,IL 60174 Produttspedroduct Wbr method angew 0wutnstversion ystemsemsheet. Phone:800-SENSOR2•Fax:630-377-6495 current Info ma0on,60-01 ngthelatestversbn ofth6data sheet A05-0260-010.08/11 42870 Bulletin 621 March 2022 Hellmabld Model CR Commercial Riser 1-1/2"through 8"(40-200 mm)Sizes cULus Listed, FM Approved Features • Cast stainless steel body for 1-1/2"models and 2"threaded r" model • Schedule 10 welded body for 2"-8"grooved versions • Optional schedule 40 manifold for 2"-4"sizes o • Approved for vertical or horizontal installation c Product Description �r The Reliable Model CR Commercial Riser arrives factory ' assembled with water flow switch, pressure gauge,and main drain for a cost-effective system riser or floor control assembly. The Model CR is cULus listed(VEOY.EX5980)and FM approved as a unit.The main drain is available with a ball valve or Reliable 3"(80mm)welded Commercial Riser Test and Drain valve,which is available with a wide selection of w/175psi Pressure Relief Kit and Test&Drain Valve(K5.6) test orifice K-factor choices.An optional pressure relief valve kit, available in 175, 185,210,260,and 310 psi(12, 13, 14, 18,and 21 bar)rating,is also available. Model CR Commercial Riser ri• " vgt .1 v Threaded Cast Stainless 8-1/4 1"(25mm) 1-1/2"(40mm) (NPT or BSPT) (210mm) Grooved 250 psi Cast Stainless 9-1/2 1"(25mm) 2.8(40) (17.2 bar) (241 mm) 4.2(60) 2"(50mm) Threaded Cast Stainless 8-1/4 1"(25mm) 5.6(80) (NPT or BSPT) (210mm) " 2"(50mm) Grooved S10,S40 Steel (330 13 1"(25mm) 2-1/2"(65mm) Grooved S10,S40 Steel 13" 1-1/4" 2.8(40) (330mm) (32mm) 4.2(60) 5.6(80) 3"(80mm) Grooved S10,S40 Steel 13" 1-1/4" 8.0(115) 300 psi (330mm) (32mm) 11.2(160) 4"(100mm) Grooved (20.7 bar) S10,S40 Steel 13" 2 (50mm) 2.8(40) (330mm) 4.2(60) 6"(150mm) Grooved S10 Steel (330 " 2"(50mm) 8 0(185), 13" 11.2(160) 8"(200mm) Grooved S10 Steel (330mm) 2"(50mm) 16.8(240) *Note:K-factor must be equal to or less than the K-factor of the smallest K-factor installed on the sprinkler system. For sprinkler sys- tems where the smallest K-factor sprinkler on the system is greater than the largest available valve K-factor, use any valve K-factor that will provide a minimum flow of 10gpm(38 Ipm)as required to operate a UL Listed Waterflow Switch. www.reliablesprinkler.com Model CR Commercial Riser Threaded End Assemblies(1-1/2"[40mm]&211[50mm]) B PRESSURE D Threaded End Basic Assembly w/ GAUGE Pressure Relief Valve N4 lii, W —PRESSURE E'e"Weight MAY EIId Plows" KIT VALVE RELIEF MY 1 2' 6 14 ETWO 1-1/2 12- 10-1/2 3 5-1/2 8-1/4 8.3 E 110 Threaded (308(40) 1/8) (267) (80) (140) (210) (3.8) (TAKE OUT) OEndso 12- (See Fig.1) 2 1/8 10-3/4 3-1/4 5-3/4 8-1/4 9.1 (50) (273) (83) (146) (210) (4.1) so FL OM (308) BALL WATERFLOW_/ MANIFOLD VALVE DETECTOR BODY (DRAIN CONNECTION) BASIC ASSEMBLY(2-[50MA VERSION SHOWN) WITH OPTIONAL PRESSURE RELIEF KIT 621FGOIC B PRESSURE_ _D HANDLE IN TEST POSITION GAUGE Threaded End w/Test&Drain Valve and Pressure Relief Kits 3-WAY an VALVE Pipe SizeinIn min12- .10 1-1/2 1/8 14-1/4 3 5-1/2 8-1/4 8.3 A , 4 F —, o 111,1 Threaded (40) (308) (362) (80) (140) (210) (3.8) E Ends -3/4 8-1 4 - (TAKE OUT) (_qee Fig.1) 2 12 14-112 3-1/4 5 9.1 (146) (21/0) (4.1) 1/8 FLOW F 0 TESTIDRAIN (50) 308 (368) (83) VALVE CONNECTION) 2' WATERFLOW DETECTOR) MANIFOLDJ Lc_� BODY BASIC ASSEMBLY(21[50MMI VERSION SHOWN) WITH TEST AND DRAIN VALVE &OPTIONAL PRESSURE RELIEF KIT (TEST AND DRAIN SHOWN IN'TEST-POSff1ON) Bulletin 621 Page 2 of 5 March 2022 Re la www.reliablesprinkler.com Model CR Commercial Riser Grooved End Assemblies(2"[50mm]-8"[200mm]) Grooved End Basic Assembly wi B ressure Relief Valve PRESSURE In Weight, GAUGE D n N6 PRESSURE REUE1 IOF % u REDUCING 1-1/2 13-12 10-1/2 3 6-1/ - 8.3 1EE (40) (343) (267) (76) (140) (241) (3.8) 2 15-1/4 14-1/2 5-1/4 6 13 10.7 A MAY E (50) (387) (368) (133) (152) (330) (4.9) (TAM OUT) 2-1/2 15-1/4 15 6-3/4 6-1/4 13 12.9 (65) (387) (381) (171) (159) (330) (5.9) D R Grooved Ends 3 15-1/4 16-1/4 7 6-1/2 13 17.6 (See Fig.2) (80) (387) (413) (178) (165) (330) (8.0) gut 4 15-1/4 19 8-1/4 7 13 21.3 BODY MANIFOLD DRAIN VALVE (80) (387) (483) (210) (178) (330) (9.7) CONNECTION 6 15-1/4 21-1/2 9-1/4 8 13 26.3 BASIC AMEMBLY(3'[SOMA VERSION SHOVVM (150) (387) (546) (235) (203) (330) (11.9) WH OPTIONAL PRESSURE RELIEF W 8 15-19 23 10-1/4 9 13 31.0 (200) (387) (584) 1 (260) 1 (229) (330) (14.1) B T HANDLE IN EMPOSMON D Grooved End w/Test&Drain Valve and gg Pressure Relief Kits p,,Endji PRESSURE I lb nhdM ' '-Co GAUGE 3-WAN 1-1/2 13-1t2 11-1/2 3-1/2 5-3/4 9-1/2 8.3 A VALVE E (40) (343) (292) (89) (146) (241) (3.8) (TAKEOUT) 2 15-1/4 16 5-1/4 6 13 10.7 WATEMOW TEGTAND DfWN (50) (387) (406) (133) (152) (330) (4.9) CONNECUON) 2-1/2 15-1/4 16-12 6-3/4 6-1/4 13 12.9 (65) (387) (419) (171) (159) (330) (5.9) Grooved BODY Ends 3 15-1/4 17-1/4 7 6-1/2 13 17.6 C (See Fig.2) (80) (387)— (438) (178) (165) (330) (8.0) BASIC ASSEMBLY(4-[1 00MIYU VERSION SHOWN) 4 15-1/4 20-12 8-1/4 7 13 21.3 , WffH TEN AND DRAIN VALVE (80) (387) (521) (210) (178) (330) (9.7) 0171`10NAL PRESSURE RELIEF KIT ffESTAKO DRAIN SHOWN IN-TESP POSITION) 6 15-1/4 23 9-1/4 8 13 26.3 (150) (387) (584) (235) (203) (330) (11.9) 8 15-1/4 24-112 10-1/4 9 13 31.0 Notes: (200) (387) (622) (260) (229) (330) (14.1) 1. 1-1/2"grooved version will be cast in stainless steel. 2. 1-1/2"and 2"models will have threaded test and drain valve. Bulletin 621 Page 3 of 5 March 2022 ROOM www.reliablesprinkler.com Installation Guarantee The Model CR Commercial Riser shall be installed in accordance For Reliable Automatic Sprinkler,Co., Inc.guarantee,terms,and with NFPA 13,"Standard for the Installation of Sprinkler Systems," conditions,visit www.reliablesprinkler.com. as well as the requirements of any authorities having jurisdiction. When installed vertically,the direction of flow shall be up through Ordering Information the assembly.For horizontal installations,the water flow indicator must be located to the top and drain opening to the bottom.Failure Specify: to follow installation instructions may void the warranty and/or listing of the valve.Verify compatibility of the Model CR Commercial Riser 1. Reliable Model CR Commercial Riser materials with the water supply and the environment where the valve 2. Size will be installed prior to installation. 3. End Connections 4. (Optional)Schedule 40(2"through 4"grooved end only) Maintenance 5. Drain Option(Ball valve or Test and Drain valve) 6. Test orifice K-factor(if ordering Test and Drain valve) The owner is responsible for maintaining the fire protection system 7. (Optional)Pressure Relief Valve Kit in proper operating condition.Any system maintenance or testing that involves placing a system out of service may eliminate the fire Notes: protection that is provided by the fire protection system.Notify any 1. All Model CR Commercial Riser Assemblies come with a 300 required authorities having jurisdiction and implement appropriate psi(20.7 bar)UL Listed and FM Approved pressure gauge precautions prior to proceeding. for 175 psi(12.1 bar)applications. If the Model CR Com- The Reliable Model CR Commercial Riser shall periodically be given mercial Riser Assembly is to be installed in a higher pressure a thorough inspection and test.NFPA 25,"Inspection,Testing and application, please purchase a 600 psi(41.4 bar) (P/N Maintenance of Water Based Fire Protection Systems,"provides 98248005)pressure gauge.This gauge may or may not be minimum maintenance requirements.Replace any components UL Listed and/or FM Approved at the time of purchase. found to be corroded,damaged,worn or non-operable.Increase 2• Unless specified at the time of ordering,pressure relief kits the frequency of inspections when the valve is exposed to corrosive are installed at the factory. conditions or chemicals that could impact materials and/or operation of the assembly. Note:The water flow switch for the 1-1/2"and 2"cast stainless steel manifold uses a proprietary paddle. This paddle is only available for purchase from Reliable.When replacing water flow switch,order part number 96556923. Bulletin 621 Page 4 of 5 March 2022 BellaIII www.reliablesprinkler.com 0 Commercial Riser Ordering Information Part Number 6A XX OC P YY Z d MJ Riser Manifold' �,° °�G �I OptionmTM S£A'$"33# :.� .;;t• 7 ,h n$° f` rTN4 1u pr. Size$EntlCon'nectns ti 'w ._+ =Drain Valve/K`Factor '' ressY'a Rlief�a� ep � , aP o 04=1-1/2"BSPT Female SS 00= 1"Ball Valve 0=None 05= 1-1/2"Grooved SS 03= 1"RASCO T&D Valve K2.8 1 =175 psi(12.1 bar) 07=2"BSPT Female SS 04= 1"RASCO T&D Valve K4.2 2= 185 psi(12.8 bar) 08= 1-1/2"NPT Female SS 05= 1"RASCO T&D Valve K5.6 3=210 psi(14.5 bar) 09=2"NPT Female SS 4=260 psi(17.9 bar) 10=2"Grooved SCH10 5=310 psi.(21.4 bar) 11 =2"Grooved SCH40 12=2-1/2"Grooved SCH10 01 = 1-1/4"Ball Valve 13=2-1/2"Grooved SCH40 26= 1-1/4"RASCO T&D Valve K2.8 14=3"Grooved SCH10 06= 1-1/4"RASCO T&D Valve K4.2 15=3"Grooved SCH40 07= 1-1/4"RASCO T&D Valve K5.6 08= 1-1/4"RASCO T&D Valve K8.0 09= 1-1/4"RASCO T&D Valve K11.2 16=4"Grooved SCH10 02=2"Ball Valve 17=4"Grooved SCH40 27=2"RASCO T&D Valve K2.8 18=6"Grooved SCH10 28=2"RASCO T&D Valve K4.2 19=8"Grooved SCH10 10=2"RASCO T&D Valve K5.6 11 =2"RASCO T&D Valve K8.0 12=2"RASCO T&D Valve K11.2 13=2"RASCO T&D Valve K16.8 Notes: 1. 1-1/2"and 2"manifolds have a 1"threaded drain outlet. 2. 2-1/2"and 3"manifolds have a 1-1/4"grooved outlet for Test&Drain valve or a 1-1/4"threaded outlet for ball valve drain. 3. 4",6",and 8"manifolds have a 2"grooved outlet for Test&Drain valve or 2"threaded outlet for ball valve drain to co LO O ti O O m O1 Bulletin 621 Page 5 of 5 °' March 2022 e a .., www.reliablesprinkler.com a i} oow IvPl STANDARD r 6l,so:iiti a da��gnI' d, r� i�i cif�rr �rra Itar �nn �l 61iIJF7ii1 ^S3 • �{ ��a,. �t� f - � r it f Frr '� �t4E� Cs �` .LPL7lYkt. '3F g �'? `IDdl'i1� +�RM1�41 a .Nk'1@IF�I la�1Y41Fn�� � a AT, - II.L SIPECIFICATIONIS MWI MOS. 1r�OC� id"0 _; <.. 1c8hler r"'5� 6ri�d 3 �v`,9 asi X� -•}�G R' .>b.�. .;..,.:*... ._., . pdwlMMVr.Vv � ,�� �c � ;�Y•• ryE n1�1I!�I�Ii3'�t�I��`i�t li1F v�(���jS��f'fa�n� i. EI-���t ���i+»# ao�►aifnPranft��ar;��a,,1,� � % ' r.� Hit 4 r pp c t � y l�Hd4 MC. t�rl+3tRt'41r1T�i,� .. ,. IW O 004 �y x LYE §W .. ...... ... ,... _,... -.. _ ... .._ .. s, ro . . . . . 0000lp"iw '7 ig���✓a"'-t�innu�li���'� - atojA M06ibfelqWd 6n 446 �r � t eup rat x �sc - en3iR �n ar �is�e PrI. r�+� e:i�„�,��tiaa►�ndcrd� � .rn�a�k�d "and�,��a Dams��her�=t��r���s�'�t:� ,��. � '�i��u���ty�!�3�,�s+�dhen��ra�,�►�? i wwldkh�ig��'�.r�ka�(n �f�Err�Ilan tf �nu��►rtr�: = +ssT�uar�7*lug�rraka Fdr,i �cl► rk��92e "4�' iw �?3ZZ, Ez 69 .,� llcccmel t f Cr used ori7stailat � , � � nrta#fvm�dlsGcsi frt�nha .. L1re • M10 N'KIaSUU@ter # # a � to qt a crew fcae ire tam�1 r des �dfacY`Y rRkF � r , gr�nare� n Rf tlird p�yy��}�y� ,.R.FF;R"0'1�1 �t.7 Ft µ Lei �r ,2 ;i ..g 0 AT 10 '< I u I o tk- �f _�, ,r?4p��u�d „ <, , r pi .. 'g, i` 1 rer�shtt l 1� Ivtie : ani�Ettri < Jut�5 'RIati9 :' s 'l�+mmn faaS �rf�� ! # -iraxiirl. i0�tin :, ,, fi wRPvS �Cclie vfi k 1eR4 ( jtlet 'tl� ` 1 "k4dlr r€46, 1ry vad :: r ,1r's � tthX �tn Ic�rr► `Sa�r� zvr:; arr�ae . j�e h F ' n�11 �'�� psrrE �� �t� [Fjlrnrt1ir :�''r1 Yr J" �rw�w �f"aF lft �' �thsu `:5fsw7se G$ #UP�is �Pitit �1iilCbl�Iz, g�br�tt�n � w��L`J4V3 �1 ' Ue4G�d�tA' -.... 513v , 1 1 coo ; r gnu;" ll'�d9" al t, fly{ C9F. � ftl ;sUOdt�kT Sd;?t ?fS41"r7 i :+ tXS�d1F,` 'f:iS.at �Ft€* Cf� = ;Gym IMAMS,!11 n ik E! e� r �Lr t rt�69aujp+anu gr �- , � � x r " del" ' ,"• r ?:ff -pike .A 4° ,._ .. -. fie. - - n. ils,fJF.x plot!, �-. ED 5 r ij 773777 77 T $ 1of1 12 PRNECTINFOAMALON r sa. Ptif�is�, _ - IpQ�ed w . n ' w Its , e to g fiitin r clAft �;s�:�a> it [ �uf� a �tic�ur►1#�r��Irau�t�. STANDARD pop - • 60 IN7, �+- L + 3 2 3FS (1'r( 31 1�' Iusf'm�tl{a fas►ir 4l�r� }Itf:$slc�al �f � VAT }�bF 1 s�enc Calu�(ss c( ($ranlr 6 Awl 2w- Amsg �trlil �rnnI�pferfLK � 3 i % 9 No a5:j.. t :` �. 1d AAA 1 1 6 w ;t r iaaaJ �,a ff�,�A i�g`at c i :`an"- ;��rry)Rcgsi�ase�tl�Ma .�. .: _ _;. RO ECT INFORfiTATI Oil APPa OVAMAMP Ira' �A��► � _. ,;� pli ,(1 Ap%thy PudS ] ` f'xLl �_�:� glt �� ftflC3� C11b1bT1 :I tS1 �BF]� If £ � kc- a ;t•.. -,a �,.,. is.,,. ,r s. i- r 3�.1`� °��z»32,%�3� i _. ' is J 5 i» % P. 7 � ��i : .0"W t�t C {Hti`1G1 i9��� L9ft�3![1�2�C69 C �C7f1`.�iCh ��s t ? Thisugub @irr7 �i i� �i `�i�h` Pr �racai3r� rcict „- p� ����i9s�{i� ,. cuT�ar�nti�CuvereBMPa�Fap�anr�. MATERIAL SPSCIFICATICUS S R"���Ii4SRY�ii•i �,€ � r c elR7kiiE7l.7'.k�1�° .— ._. � 7;' , f a Nr +! tart j P6AST iiA-5 .;±aMd�'+S � ii:ii f yam} y }t,In�i�1�slstl�'iYi�� �+�€�k'f :y �„„�, � ��t1`, i�f�0r�t���•I �� rs�2ii frii���E�gi�'4a t`➢'e4����"Csr���"fir�i�ti�f���i' � �tt� tr �+f�s�r3l�r�+r��f,. .,�+�'3bi �rt�ort� trlalc. r.�T��, ,J'�` ° .ffaiis asl irl�are pryr'> dac ' d t � i m I► rit�rF es iez�€xesl, 1YtIi 1�Eii� i a iP aFii�i• r"` Mf� �bkar Feat %td, riTc trC�oCetk ask load ia( t�rdreaid ,a' ei�uilkow serligs, r � s� ►tt : r t u r r '•,� l31 �1�'C9 - ��',�iW�Y''�iYf1' 7„.. �4JbW1€fit ���f�i'��ki�}iii�l(��yg0.i�ht;�el�'v E�•��� � �i � ''" C9tit �l+ilit9i9�ilfai'15� 711 q��Ji{i. € §� 2r�or�ticro�ahi�"t�+giilraeat€�#�ocr�acb,nn `i�npri�itir�e��,`'`=. CIJiWii 'il® ' Ga�r ��in��rii rim pf�s�OsC�tr���#', ap�jicaht�%.� ,. � t 7 ?q9 IY15 i� ice. c!'.w T" 1"N' 'tk'qki: 1AJI 40 h 1�n�ih rGal4t�,ts1 .�N��.. ��+t: �11�A:.i �d��ri I, -G nntA!":.h A Z� 16��.`>'.-� ,7GW ... '. i�hV�•� x�Yd�U.^, b�. ,. 4Y1 .�47•�5 G� bg ' t 'a� , IV n its" No Ito tots MINE.. ,A L I s' a di 'k6i;, , i'�,. 00t lot z a• . !� ,Sad°• ���� �� r t4 �`� fl��� t��.� 4`� ����• '�� � � � G �' t a ,.. ,• ,� s ,° x , r 4 `fit,., `` WW1e"t.. 71 '° 1 rT 4"� ,_"� so o ; ca; , . t 77- 'T t, SP MU •91.f .`. 1 l -_.._ '71�1.'..._� tl�L'r'L A0 •'t. 4k t C! P:•^ �a. t +�tt +5v 1 :•'LgiL. . ;:�J 1k ._,.: r ."T11ti: �i1L�w, .• . , � �r,�, I.t' r lop �@ U R�I�j�, �tta8 el nth 0 tu00nab Y w w '`A ..,✓ ' Ada ,r 1 i J ;' " MOUNTING FIRE SPRINKLER HEAD LEGEND SURFACE \' CLOSURE IN SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL# yetwn Teo spmmw Cup Q 16 SIDE BRASS 165 5.60 1/2" RA1435 RASCO F1 FR56 ,rM Ftt,� 6 SIDE BRASS 155 5.60 1" TY3335 TYCO DS-1 3 PEND BRASS 135 5.60 1/2" RA1414 RASCO F1 FR56 I' I' RASCO - 15 PEND BRASS 165 5.60 1 2" RA3415 RASCO G5-56 R MOUNTING 3 UPR BRASS 212 5.60 1 /2" R1025 RASCO G-56SR --- PLATE - / 4 2 SIDE BRASS 155 5.60 1/2" RA2865 RASCO F1 FR56 N 6 SIDE BRASS 212 5.60 1112 R1235 RASCO G-56SR HSW DRY SPRINKLER HORIZONTAL SIDEWALL UPRIGHT SPRINKLER ASSEMBLY SPRINKLER = PIPE DROP Upper Level = BRANCH PIPING CONCEALED SPRINKLER ASSEMBLY O = PIPE RISER = MAIN PIPING FIRE SPRINKLER GENERAL NOTES: (NFPA13) RISER MANIFOLD W/ (1)DRAIN AND TEST 1. THIS IS AN HYDRAULICALLY DESIGNED SPRINKLER SYSTEM AND (2)FLOW SWITCH SHALL CONFORM TO NFPA 13,2016 AND NYS FIRE&BLDG CODE, (3)PRESSURE GAUGE 2020. 2. THE INSTALLATION,COMPONENTS,SIZING,SPACING,LOCATION, ELEC.BELL POSITION AND TYPE OF SYSTEMS CONFORM TO NFPA 13. ----- a 3. ONLY LISTED MATERIALS WILL BE USED. ' , PREFER. FROM REM 0 TE 4. SPRINKLERS ARE TO BE PROTECTED AGAINST FREEZING AND �i a - ° ® 4x2jx2j BRANCH LINE INJURY. FDC 36"ABOVE GRADE 5. PROPERTY OWNER AND/OR TENANT IS TO MAINTAIN A MINIMUM P OF 40 F.IN ALL AREAS OF WET PIPING. 4",�7'10" 7'10" WlBALL VALVES 6. INSPECTION AND TEST OF SPRINKLER SYSTEM SHALL BE , i �/ i AL (LEAD FREE) P I P E CONDUCTED AS SPECIFIED IN NFPA 25. 4" 7. THE SPRINKLER SYSTEM ISDES DESIGNED IN ACCORDANCE WITH CV 7 Q3 TEST COCKS WALL THE OCCUPANCY CLASSIFICATIONS OF NFPA 13 AND AS ' -ffffff 11 SPECIFIED ON PLANS. 4" K HEN 8. WATER SUPPLY TEST PIPES AND GAUGES SHALL BE PROVIDED VA. IN AS REQUIRED. ACCESSIBLE T LOCATION 9. PIPING SPECIFICATIONS,SYSTEM TEST PIPES,PROTECTION IT° AGAINST CORROSION,DRAINAGE FITTINGS,VALVES,HANGERS, 1 3 CRAWL 12' MIN. GUTARDS AND SHIELDS SHALL BE IN ACCORDANCE WITH NFPA 13. 7'10 SPACEE GRADE 30" MAX. 10.STOCK OF EXTRA SPRINKLER HEAD SHALL BE FURNISHED. 1 PROTECTIVE NC ECT E (REQUIRED FOR EACH TEMPERATURE RATING). 7-312 4" 4" 11.SPACING,LOCATION AND POSITION OF SPRINKLER HEAD WILL 105 BE,IN ACCORDANCE WITH CHAPTER 8. 12.MINIMUM CLEARANCE OF SPRINKLER DEFLECTOR TO CEILING AS TO SERVICE PEIRCHAPTER 8. 0 ELL W CORROSION RESISTANT 13.DISTANCE OF SPRINKLERS FROM HEAT SOURCES SHALL BE AS �`1 0 ELEC. BELL OUTLET EQUAL TO A SPRINKLE REIQUIREDBY NFPA 13. Mz 1_4° _ SECTION OF FIRE SERVICE 14.PROVIDE DRAINS AND PITCH AS REQUIRED. --- - ° _1 d , f 15.ALL VALVES SHALL BE IDENTIFIED AS REQUIRED BY NFPA 13. u BATH 0_ ° °° 16.ALLVALVE CONNECTIONS TO WATER SUPPLIES AND IN THE RPZ SUPPLY TO SPRINKLERS SHALL BE APPROVED O.S.&Y.OR rc APPROVED INDICATOR TYPE. DINING 17.DRAIN VALVES AND TEST VALVES SHALL BE APPROVED TYPE. 4 1 1 11 z, 4 4 WET PIPE INSPECTORS TEST_ 18.HAINGERS SHALL BE OF A TYPE APPROVED FOR USE WITH THE 5-712 101 13-0 7-5 1 1 4" NI PIPE OR TUBE INVOLVED IN ACCORDANCE WITH NFPA 13. ECH. RM 19.PROVISIONS SHOULD BE MADE TO FACILITATE FLUSHING /(T D SYSTEM PIPING BY PROVIDING FLUSHING CONNECTION AS REQUIRED. 20.SPRINKLER HEADS SHALL BE AN APPROVED TYPE AS REQUIRED BY NFPA73. 21.TEMPERATURE RATING SHALL COMPLY WITH NFPA 13 o-e 0-7 4-8 I i REQUIREMENTS. 22.MINIMUM CLEARANCE OF 18"BELOW SPRINKLER DEFECTOR ARE i TO BE MAINTAINED. UNDERGROUND PIPING IS TO BE SUPPORTED WITH RODDING, 23 BLOCKING AND CLAMPING AS PER NFPA 24 REQUIREMENTS. 1011 Up nn� 24.CURB BOX VALVE IS TO BE PROVIDED AS PER NFPA. /{'( 25.ALL REQUIRED SIGNS ARE TO BE PROVIDED. 5-r: a-4 1 7 26.SPRINKLER SYSTEM IS TO BE CONNECTED TO THE BUILDING FIRE ALARM SYSTEM INCLUDING ELECTRIC BELL BY ALARM 3 COIMPANY. _2 27,PIPING TO BE SCHEDULE 10 AND/OR 40 BLACK STEEL. 28."CONTRACTOR'S MATERIAL and TEST CERTIFICATES"SHALL BE kL SUBMITTED TO THE FIRE MARSHAL PRIOR TO APPROVAL OF THE --- - 41OX22X22 INSTALLATION. FDC \ O ° 1 1 1 5-7 2 8-4 -110 BAR - 102 > � OF NE�,y 5 o�N J. cod p� pFESSIONQ��`� F.M. STAMPING AREA W 5775 WEST MILL ROAD SED � r, SENTRY 1st FLOOR- FIRE SPRINKLER PLAN 5775 W Milt Road © AUTOMATIC FIRE � Mattituck, NY 11952 PROTECTION INC. SCALE: 1/4" = 1'-0" � n W J °..w,., W 0 735 FLANDERS RD FIRE SPRINKLER PLAN �cF�RE ipRC FLANDERS, NY 11901 I-= 1 St FLOOR PH#(631)723-3095 NO. REVISIONS DATE BY FILE S23.4533 SCALE AS NOTED > ADDED ELEC. BELL, HEAD, IN 10 11 2 MRL 5775 W Mill Rood.dw 2 AS BUILT 1 09 24 MRL DRAWN CHEKED PROJECT # 3 AS BUILT 2 09 2 MRL BY MRL BY RM S23.4533 4 AS BUILT )4/18/24 MRL DATE GEPTEMBER 2023 DWG' # Sp-1 FIRE SPRINKLER HEAD LEGEND SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL# Q 16 SIDE BRASS 165 5.60 1/2" RA1435 RASCO F1 FR56 d 6 SIDE BRASS 155 5.60 1" TY3335 TYCO DS-1 3 PEND BRASS 135 5.60 1/2" RA1414 RASCO F1 FR56 15 PEND BRASS 165 5.60 1/2" RA3415 RASCO G5-56OR ❑ 3 UPR BRASS 212 5.60 1 /2" R1025 RASCO G-56SR N 2 SIDE BRASS 155 5.60 1/2" RA2865 RASCO F1 FR56 40 6 SIDE BRASS 212 5.60 1/2" R1235 RASCO G-56SR = PIPE DROP Upper Level = BRANCH PIPING 0 = PIPE RISER = MAIN PIPING MOUNTING SURFACE L---J CLOSURE Escutcheon o � ❑ 0 Ystem Tee Net FltWig Sprinkler CUP 0 � i L RECRA 1QN ROOM EMPLOYEE KITCHEN a MOUNTING PLATE OPEN ABOVE HORIZONTAL SIDEWALL HSW DRY SPRINKLER LA SPRINKLER I I 7- -T- UX J 7 ❑ P j1-6 5-3 - L -- - 4Ll E) 1 " MA!N 212 212 - - 212 -fl 21 2 - - 21- { g 2,z --- 5-3 1-6 7-10 1-3 U & DOWN i I 4" MAIN ©� DOSTAIR 7DOWNTO N � "' � "' 1st FLOOR 1 2'2 212 SD3 0 SD6 EMPPLOYE 4-2 HALP 5-5 ° HALF BATH" RASCO 100.0 1 100.0 1 100.0 1 3 1 1 5.6 5.6 5.6 (1ANI AL 4-e': 7.17 7.56 7.17 -- l � ❑ � I F�l -71F RECESSED SPRINKLER ASSEMBLY N 0 UPRIGHT SPRINKLER ASSEMBLY SrAIK EMPLOYEE OPFICE i h � i MNGR BATHROOM ❑ I SD2 U2 ;r SD5 STORAGE -- N 100.0 1\1 100.0 1 -100.05. , 1 212 1 7.17 7.56 I 7.17 #J I 2-2 f - DN i Na MANAGER OPPICE EMPLOYEE CHANGING ROOM ED BATHRO M i 2 0 <E> 6-1 , N 1 O 100.0 1 100.0 1 100.0 1 3-1 5.6 5.6 5.6 7.17 7.56 7.17 x L DA Name:1 DA Area: 1547 76 - -- -- -- - - --- - I.T.V.Q 2nd FLOOR FIRE SPRINKLER PLAN ATTIC FIRE SPRINKLER PLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'--0" OF COS fJ� * oo fi ;I. 051 SIONP�-�' F.M. STAMPING ADE WSENTRY 5775 WEST MILL ROAD 0 5775 W Mill Road AUTOMATIC FIRE Mattituck, NY 11952 _ PROTECTION INC. w FIRE SPRINKLER PLA ` ..: ` �0 735 FLANDERS RD � FARE P�o�' FLANDERS, NY 11901 2 N nd FLOOR & ATTIC PH#(631)723 3095 NO. REVISIONS DATE BY FILE S23.4533 SCALE = ADDED ELEC. BELL, HEAD, ITV 10111/23 MRL 5775 W Mill Road.dwg AS NOTED z AS BUILT 1109/24 MRL DRAWN CHEKED PROJECT # A . AS BUILT 2/09/24 MRL BY MRL 113y RM S23.4533 4 AS BUILT 4/18/24, MRL DATE SEPTEMBER 2023 DWG. # c n_2 oFso�,yo�o 63 y # # T WN OF SOUTHOLD BUILDING DEPT. `ycourm, ' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING PFINAL :5t)J9 5�e,547-2 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) l [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: C� DATE INSPECTOR � � � �gUFFD1kC �� o� TOWN OF SOUTHOLD—FIRE MARSHAL z Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov FIRE PROTECTION SYSTEM PERMIT Date Received APPLICATION ., 2 For Office Use Only / c L PERMIT NO. J Building Inspector: JAN 2 4 2024 Applications and'foriris must benfilled out m ttre�r entirety Incomplete applications will.not.be accepted.WORK IS NOT"TO SE'STARTED prior ;to,,the approval of plans and issuance of ua,permit Has a building permit been obtained for this project? g'Yes ❑No Tcmn of soul oit If yes,building permit# '4 9 O 3 y Date: i -,23-,-,zoZ14 .> `PROJECT INORMATION .; r Pro ect Address SCTM# 1000 10� 6-3 y- r �.__... _._... ._... ... 75' _ _..... __.._... City: Zip: l►9 5� CONTACT PERSON INFORMATION ,, s '.c`n.i P.irm �..re�, i Name (� Mailing Address Phone#- Email: (�.3.1.- . .. ..-.y 7 R.� ,._._.. ___.. __..m__ti.. F1N e5o t�l /ReNG-2-G MA: Preferred contact method(select one): 2Phone ❑Email CONTRACTOR INFORMATION: ` 4 i, u � 6 Name Contractor License# i 1 Mailing Address: J - .Je- Je -BA t �G _........ Phone# Email. _.. 631 ,3i6 H�91 63l 66S 686� Anto�J?s,s� rrrQc sac G'rtn L.c SCOPE'OF WORK _ q c.• �Jh Occupancy Description: ❑Assembly mousiness ❑Education ❑Factory/Industrial ❑Institutional ❑Mercantile ❑Residential ❑ Storage Description of Work: 1<',ic!-�.c,J_ L 3on-- - "- -- ®'New System ❑Existing System Modification Sprinkler/Standpipe/Water Supply Fire Alarm/CO Detection Systems Other Fire Protection Systems . (Check.all that pp y) ( heck a1-1 that apply) (Check all that apply) a 1 C ❑NFPA 13,13D or 13R System ❑Manual ❑Automatic ❑ Smoke Control ❑Standpipe ❑ Fire Pump ❑Protected Premises (local) M'Wet or Dry Chemical/Clean ❑Supervising station Agent Number of sprinkler heads: ❑Central Station ❑Kitchen hood/exhaust ❑ Other Floor Area(sq. ft.): 1 .......... N, einti ,yp ic m, eremi tdersijne'd;�understand theassna ice,,,,of�a,06rmit for the i6plied,16'r is base AA�r-Readin' r1th-`J" c men re-quG!ta - tlWatrc6fieni,"t6�a a c'6nfokrd tb,all'regu regulations ui;ana�r,64W� is- further stand;that non said .1rem" t-bmyself' or any officer,or udividuAl liste 'as applicant this forru.-ihall,be;cause,for revocation ofsaid,pennit.U on revocation of said permit emolo�ee of the�,ikm orl t 'e,app ican on' P applicant ora iny,empibyee,6f the,applicant shall be prohibited to conduct such work for which this permit wag issued.The reissuance of a,permit,shall,be t(s)mad I e herein,are punisfiabl I e as a Class A,misdeimeanor,pur I sua I n t` -bandupon ieview'of the circumstances leading to the revocation.Any false l'statem6n t Se�tion,210.45oftheP.eiial,La" o w V Application Submitted By(print name): VAuthorized Agent DOwner C.P.,OL,_ J P—,P—Q, Company(if applicable): Applicant Signature: r,\ FIRE PROTECTION SYSTEM PERMIT APPLICATION SUBMITAL INSTRUCTIONS Submit application only after reviewing the requirements for the specific permit for which you are applying(click the applicable link below). • FIRE ALARM CARBON MONOXIDE DETECTION SYSTEM SUBMITTAL GUIDELINES • FIRE SPRINKLER SYSTEM SUBMITTAL GUIDELINES • FIXED FIRE SUPPRESSION,HOOD&EXHAUST SYSTEMS SUBMITTAL GUIDELINES FEES A$250 permit fee is required for a non-residential permit.A$50 Certificate of Occupancy fee is required if the project is not part of an existing open building permit. All checks should be made payable to the Town of Southold. Permits,once issued,shall at all times be kept on,the premises designated thereon with a copy of approved drawings and all related documentation required to obtain said pen-nit.Installations subject to final testing,inspection and approval.Arrangements for testing/inspection shall be made by contacting the Town of Southold Building Department(631)765-1802. '�7 FOFFICE ` andsJ:' -Ambunt Paid: Check No.: FM: Permit No.:, Date:.. .,Exp.Pate: 2 i NYSI F New York State Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) %.M, AAAAAA 113268460 SUFFOLK FIRE INC T/A ANDERSON FIRE EQUIPMENT CO 9 ONEIL AVE BAY SHORE NY 11706 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER SUFFOLK FIRE INC T/A TOWN OF SOUTHOLD ANDERSON FIRE EQUIPMENT CO 54375 ROUTE 25A 9 ONEIL AVE PO BOX 1169 BAY SHORE NY 11706 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 1723 238-2 162511 10/29/2023 TO 10/29/2024 1/21/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 723 238-2, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PATRICK TURRO(PRESIDENT)OF A ONE PERSON CORPORATION THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND DIRECTOR.INSURANCE FUND UNDERWRITING VALIDATION NUMBER:96866288 U-26.3 SUFFFIR-01 AZEMAITIS s�CORO� DATE(MMIDDIYYY1) CERTIFICATE OF LIABILITY INSURANCE 4/26/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER C T CT James F.Sutton Agency,Ltd. PHONE James East Maine (/uC,No,Exc):(631)581-7978 AIC,No):(631)581-5456 PO BOX 76 E-MAIL East Islip,NY 11730 INSURER S AFFORDING COVERAGE NAIC 11 INSURER A:Forte ra Special Insurance Co. INSURED INSURER B: Suffolk Fire Inc DBA Anderson Fire Equipment INSURER C: Patrick Turro 9 O'Neill Avenue INSURER D: Bay Shore,NY 11706 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER IMPMOILD, CY EFF PIOLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ❑X OCCUR FMC-CGL1000017-02 4/24/2023 4/24/2024 DAMAGE TO RENTED $ 100,000 MED EXP(Any one erson $ 5,000 PERSONAL&ADV INJURY 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY❑X .Pipt4T - LOG PRODUCTS-COMP/OP AGG $ 2,000,006 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (EaANYAUTO BODILY INJURY Perperson) OWNED SCHEDULED AUTOS ONLY AUTOS BODILY BODILY INJURY Per accident $ A�TEOS ONLY AUTOS ONLY PeracEcdent AMAGE UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE DED RETENTION$ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑WE.L.EACH ACCIDENT $ FICERIMEMB��EXCLUDE DT NIA andatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Proof of Insurance CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Town Route ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1169 Southold,NY 11971 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD SUFFOLK COUNTY DEPARTMENT OF FIRE, RESCUE AND EMERGENCY SERVICES PORTABLE FIRE EXTINGUISH ERAN D AUTOMATIC' FIRE EXTINGUISHING SYSTEMS LICENSING BOARD CERTIFICATE OF REGISTRATION 0 r REGISTRATION #: 113 EFFECTIVE DATE: 1/19/2023 "') � kPIRATION DATE: 1/31/2025 ISSUED TO: NAME: �/6-6!,Wlk ire Inc. dba Anderson Fire Equiprpent,---%X q '61 SS. -9- ADDRE -0,"Neyfl Avenue Shore NY- 11706 ENDORSEMENTS: Pohublb.Fire Exfingulshers'-' High Pressure q- DyNVet Chemical'Extinguishin Syst ens, t This Certificate of Registration Does Not Exclusively Recommend the Bearer COMMISSIONER CHIEF FIRE MARSHAL 4i; i.�!( '� li'. 'I' '•� f �., It- :a •:%-, z V ".h---- . - .�_ , �, t lr t�.�P ytjj:+. y. Q 'Y 0 :t' ,�(, Cer cite o Acht*evement �;. 7his certifies that PAU L TU RRO J R. ,l -!To of ANDERSON FIRE EQUIPMENT has successfully completed trainingfor Applications, Installation, Maintenance and A A Service of ProTex H and Applications, Maintenance and Service ofProTex 2000 k Applications, X4 and is certified as an authorized Distributor or Wet Chemical Restaurant Fire Suppression Systems. V tions on la job We Done Congratula 11 Oil Tracey Y.Futler\� General Manager Paul C.Erickson Director,Technical Training 0 AM, HelserBUrLLC.-35 North Street,Suite 50-Canandalgua,Newftk`14424 NA Training Completed 6/22/2021 Valid Through 6/3012024 as.M SYS" L o a i s r i c s k W, x :X. -:S -4 Pei 114V ILL FiRE MARSHAL , DATE: Z BP # � � o Z PERMITS REQUIRED HOOD SEALS (TYP.) FEE BY ` rw W 14" ROUND DUCT Z OUT BACK OF HOOD 10'-0" HOOD yz" SPLIT TEE NOTIFY 14RE MARSHAL AT 631-765- 80 0 = Z � 360' FOR THgFOLLOWING INSPECTION ' F.F. 0 _ '� z HEAD -IROUGH INSPECTION o a 0 450° 1 NLj2D 450' Fire Alarm System , \, Z,_ _ _ _ _ _ _ _ I I 2 COMPLIANCE TESTING Z z N NL1 H J I I a FINAL INSPECTION n — — — — — — — — — — — — — — — � m Q Fire Sprinkler System I ALL WORK SHALL COMPL I Y WITH N S W Q 34"x 18" I I CODES AND APPLICABLE NFPA SALAMANDER J PROTEX II I i STANDARDS a z Fixed Suppression I NU L NL2H NL2H SYSTEM I •' System I I i Cn Hood and Duct I 0 N� _ I - U) Z RPSM REQUIRED ��:o '1�` Z Y a = 6" MIN. W I PULL Q OPENING _ W TO EDGE OF 36"x28" it m STATION HOOD ON 6 BURNER 36"x24" 1 Y" GAS I �i r }&UMNSTRIiCTIONSHALL` `�.�� BOTH SIDES WEAN ELF GE FLAT GRIDDLE N \ VALVE MEET THE,RE�1� ,=::'I!'NTS OF THE J TAC, T, FLOOR CODEOF I�'�'Yr' ;Or'�K STATE. _ �.1 ' w z FRONT VIEW yo QF 07715 �. SCALE:%"=1'-O" AES MANUFACTURER: COMPONENTS: NOTES: O'Z 3 ca. PROTEX II _ L3000 U1 L4600 L6000 W W x F Fryers to have Hi h Limit Control to shut off fuel at 425°. o. a o0 Z=Zo PROTEX II L4600 ry g m ohu :JJU x Detectors shall be located over eve piece of equipment. o W�3 NWWZ� WZQW MAX. FLOW POINTS = 15 (11 USED) every p FgZWg oaowg Z. Piping Material BLACK SCH 40 Max. Rise 10' x The System installed as per manufacturers specs and the AHJ. 9WW= BU Ir MAX. PIPE VOLUME = 2600 »AIL om=Qa g��o Supply Pipe Size 1 2" Branch Pipe Size 3 8" Drops 3 8" MAX. VOLUME BETWEEN FIRST AND LAST NOZZLE 2000 x The System has been installed as per UL300. <o<W1 ZWrOZ �Z Gas Valve Type: MECH Size 1 1 2" Manufacturer ASCO x The following functions to operate upon system discharge: W��<4 FOW ¢ =W' * * �oozoo q�.oZozo 3. �3Nw Supply air damper closes Gas fuel shuts off-in kitchen oZQQ�o �W=N 44 o= pWVI_ Jm >NJ 0 Detector Temperature Rating: 360° 450° L4600 4.6 GAL. CYLINDER * Exhaust fan remains on * Electric fuel shut off under hood Gow aF ZW�W WY N MB15 MOUNTING BRACKET * 7QFI1> <om WH 02ou Hood Size: 10'=0" Duct Size: 14" ROUND All systems to activate simultaneously in same hazard area. MCH2 MECH. CONTROL HEAD * Fire Alarm shall activate. MBP2 MOUNTING BRACKET o EQUIPMENT SURFACE NOZZLE x Manual Pull Station shall be located a minimum of 10 ft. from QTY. TIP#/QTY. LOCATIONS NL2D NOZZLE N TYPE AREA HEIGHTS hood & a maximum of 20 ft. from hood and 4 ft from floor. NL1H NOZZLE x fuel sources are unless otherwise noted. m p All fl GAS l td DUCT 1 14" ROUND NL2D 1 0"-6" 0"-6" IN OPENING �I NL2H NOZZLE OPO - w PLENUM 1 10'-0" NU H 1 0"-6" FROM END OF PLENUM NL1L NOZZLE >: Cz, A 6 BURN. RANGE 1 36"x28" NL1L 3 13"-23 Yz" BACK EDGE AIM Yz HEIGHT RPSM PULL STATION CODE REFERENCES: (TYPE 1 GREASE HOOD) z Z o SALAMANDER 1 34"x18" NL1L 1 — FRONT EDGE ABOVE GRATE 3234 FUSIBLE LINK 360° — �I o v 3235 FUSIBLE LINK 450° THIS INSTALLATION IS IN CONFORMANCE WITH: i�•l FIAT GRIDDLE 1 36"x24" NL2H 1 24"-48" ABOVE ANY CORNER " � FRYER 1 14"x23.5" NL2H 1 24"-48" CENTER 4150H 1 Y" GAS VALVE — NFPA 17A — 2017 0 >1 MSDPDT2 ELEC. SW. TWO SW. ASSBY. — NFPA 10 — 2018 m CO26 CO2 CARTRIDGE — NYS MECHANICAL CODE 506,507,508 90KBS CORNER PULLEY — ASTM E2336 — 2016 O — THE BUILDING AND FIRE CODES OF NEW YORK STATE — 2020 Z coo A FIRE EXTINGUISHER WITH A MINIMUM RATING LO IT CO OF CLASS K MUST BE INSTALLED WITHIN THE VICINITY OF THE COOKING AREA. a - - Chapter 2-Components CHAPTER ER 11 COMPONENTS ' CYLINDERS &VALVE ASSEMBLY b The ProTe.Y lI Restaurant Fire Suppression System has available ,our different size cylinders(PIN s L1600,L3000,L4600,and N L 6000).Cylinder sizes are expressed in terms of extinguishing ¢ agent capacity(i.e.,the L3000 uses 3.0 gallons of wet chemical _ctinguishing agent).The cylinders are manufactured,tested, = and meet DOT requirements.Cylinders come pre-filled wiith a j xo ex--unguishmg agent and are charged with dry nitrogen to a _M \ \ ��• — pressure of 225 prig @ 70`F.Cylinder and valve assembly dimensions are shown in Figure 2-1 and Table 2-1. Dias.Elow Mounting Point Bracket b PIN A B C D Capacity 1Ceight Used ( — L1600 8.00' 17.75" 23.50- 1i 64 341bs. D1B1; 5 - L3000 8.00" 25.o6- 30.81" 75" 2.0 53lbs- MB15 — ! S;Ibs. MB15 L60oo loon" 3531" 41.56" 35.;o" 20 xxs lbs. MBx Figure 2-2:Valve Cross Section Table 2-1 b VALVE REBUILDING EQUIPMENT I.WET VALVE REBUILDING KIT t (PIN 490420698) After system discharge,the valve assembly must be rebuilt to ensure proper future operation.The jNet Valve Rebuilding Kit c $ (P/\490420698)should be used.It includes all components J necessary to properly rebuild the valve-See Figure 2-3 and Table i ( i 2-3. 4 y + Prior to assembly,O-rings should be lubricated with O-ring i i lubricant. �-C—A-->- Figure 2-1:Cylinder and Valve Assembly All cE finders utilize the same Cylinder Valve Assembly 31 r (P/N 551175).It is a pressure sealed poppet type valve designed to j provide sapid actuation and discharge of agent.It comes.,ith a Pressure Regulator(P/N 550985)that reduces discharge pressure 3 ' to i00psi. See Figure 2-2 and Table 2 2. _ :. Item PI Description Figure 2-3:Valve Rebuilding Kit -iA valve Body gg 2 \L3 Valre Stem Asse,mbl Item P Descrigti0a 6 Valve Spring x \!A Valve Stem Assembly 3 38;S2oio; P� a s 7/2420707 Piston - 385420705 Valve Spring 5 ;254207x6 Valve O-Ring 3 325420726 Valve O-Ring 6 551236 Pressure Gauge 3'r 0715 Piston O-Ring - 49002OS31 Vale Cap Assembly Table 2-3 S 325420714 Valve Cap O-Ring 9 325420715 Piston O-Ring xo 550985 Pressure Regulator �& Table 2-2 i 2015-DEC-1,Rev D UL EX4521 3 Part€PMA\2 Chapter 2-Components NdECkiANICAL CONTROL.BEAD ;�16 GRAM CO2 CARTRIDGE(P/N-0O26) (P1N-MCH2)• The CO26 16 gram CO2 Cartridge is required to pneumatically actuate the cylinder valve assembly.The cartridge is installed in The Mechanical Control Head(PIN MCH2)is a mechanical the MCH2 Mechanical Control Head or in the ENMCU2 Master control head which can be connected to the L1600,L3000,L4600> or the L6000 cylinder valve assembly.The MCH2 Mechanical Enclosure.See Figure 2-11. Control Head will support a detection line,a RPSM Remote Mechanical Pull Station and a mechanical or electric(solenoid) �+.... gas valve.Electrical Switches(P/N's MSSPDT2,MSDPDT2, MS3PDT2,or MS4PDT2)can be ordered separately and field Figure 2-11:16 gram CO2 Cartridge installed.There is no local manual actuation for the MCH2 CONTROL:HEAD MOi7NTING:BRACKET-`*" Mechanical Control Head.The MCH2 Mechanical Control Head - - ` can actuate a maximum of five(5)cylinders with the i CO2616 gram CO2 cartridge.See Figure 2-9. The MBP2 Control Head Mounting Bracket must be used to mount the MCH2 Mechanical Control Head if the control head is not mounted directly on a cylinder valve assembly.See Figure R Figure 2-9:Mechanical Control Head Figure 2-12:Control Head Mounting Bracket MASTER ENCLOSURE ON ENMCU2) PNEUMATIC ACTUATING CYLINDER The ENMCU2 Master Enclosure is used for vertical mounting (P/N PAC100) of a single L1600,L3000 or L4600 cylinder.The ENMCU2 also The PAC100 Pneumatic Actuating Cylinder can actuate a includes a mechanical control unit,eliminating the need for maximum of ten(10)cylinders simultaneously.The PAC100 an MCH2 Mechanical Control Head.The ENMCU2 Master includes a DOT 4BA350 cylinder pressurized with dry nitrogen Enclosure can actuate a maximum of five(5)cylinders with to 350 PSIG @ 70°F.,a brass valve with pressure gauge,and a wall i the CO2616 gram CO2 Cartridge.See Figure 2-10.The L6000 mounting bracket. See Figure 2-13. cylinder cannot be mounted in an ENMCU2 Master Enclosure. ,1 MCH2 MECHANICAL i s. t1' • CONTROL HEAD y c (SOLD SEPARATELY) j F t Q u "DISCHARGEPORT a4 r (OPPOSITE GAUGE) 28125 14.50" ,um 20.25" 12.25" t 13125" 10.625" FRONT SIDE 4.00"DIAMETER' Figure 2-10:Master Enclosure Figure 2-13•Pneumatic Actuating Cylinder ' SLAVE ENCLOSURE(P/N ENS) The ENS Enclosure is used for vertical mounting of a single L1600, NOTE i L3000 or L4600 cylinder when it is used as a secondary cylinder A MCH2 Mechanical Control Head or ENMCU2 Master in a system.Dimensions are the same as the ENMCU2 Master Enclosure must be purchased separately and connected to the Enclosure.See Figure 2-10. The ENS Enclosure has no control unit,and must be used in conjunction with an ENMCU2 Master { PAC100 Pneumatic Actuating Cylinder to open the valve. Enclosure or an MCH2 Mechanical Control Head.The L6000 cylinder cannot be mounted in an ENS Slave Enclosure. 5s 5 2015D E rt#PMAN2 LZ EX4521 1 Chapter 2-Components PRESSURE REGULATOR ASSEMBLY(PIN 350985) Cylinder installation instructions are provided in the installation The Pressure Regulator Assembly(P/N 550985)comes with the section of this manual.See Figure 2-7. Cylinder Valve Assembly(P/N 551175)and is available if the complete pressure regulator requires replacement(i.e.,possible thread damage).See Figure 2-4. m _-J .t ' �. ''-t- I Figure 2-4.Pressure Regulator Assembly PRESSURE REGULATOR REBUILDING KIT(PIN 551061) After system discharge and hydrostatic test intervals the Pressure Regulator(P/`550985)mush be rebuilt to ensure proper future Figure 2-7 Cylinder Mounting Bracket operation.The Pressure Regulator Rebuilding Kit(P/N 551061) should be used.It includes all components and instructions P/N a B c-, necessary to properly rebuild the pressure regulator. r �f 3 a'�° �" �' $ See Figure 2-5. `tBi VALVE BODY Table 2-4 SPRING PISTON A�ERvaI y b PISTON WET CHEMICAL RECHARGE AGENT O-RING ' ' =_ ` O-RING a (�/N S RL1600&RL3000) 0A f The wet chemical recharge agent used in the ProTex II Restaurant � ` 5-32 x 5/8 IV INTERNAL `C L=8-G SCREW that Suppression System is a potassium carbonate based solution O-RING that is extremely effective for grease-related kitchen fires.This Figure 2-5:Regulator Rebuild Kit extinguishing agent is available for cylinder recharging in 1.6 and WET VALVE TOOL(PIN VTI) 3.0 gallon containers(PIN's RL1600 and RL3000).After system The VTl lk et i'aive Toot is designed to facilitate the rebuilding of discharge,the extinguishing agent must be cleaned up the cylinder valve assemble It should be used to hold the piston immediately kith hot,soapy water to prevent corrosion of affected while unscrewing the cap and stem assembly. surfaces.See Figure 2-8. See Figure 2-6. ,�o� -.•��lSS�¢ivrfa Figure 2-6:tit%et vah:e Tool CYLINDER MOUNTING BRACKETS Figure 2-8:Wet Chemical Recharge Agent ON'S MB15 &MB1) For SDS information,contact Heiser Logistics or visit Vertical bracketing of the L1600,L3000 and L4600 is provided by t`n`w heiserusa.com. the MB15 Cylinder Mounting Bracket.Vertical bracketing of the L6000 is provided by the MB1 Cylinder Mounting Bracket.These ? CAUTION I brackets must be ordered separately with each cylinder. See Table Be careful when handling and transferring wet agents,because 2-4. they are caustic.Wear goggles at all times.If you get any agent into your eyes,flush them with clean water for 15 minutes and contact a physician.If you get any agent on your skin,flush it with cold water to prevent irritation.The agent is electrically conductive.You must clean up all agent discharged around electrical appliances before you turn the power back on. Chapter 2-Components PIPE AND FITTINGS RUBBER NOZZLE BLOAT-OFF CAPS Pipe and fittings must be furnished by the installer.Schedule 40 ON 550016) stainless steel,chrome plated,or black pipe and fittings must be The Rubber Nozzle Blow-off Cap(P/N 550016)helps keep the used.Galvanized pipe and fittings are not to be used. orifice of the nozzle free of grease or other substances that could interfere with agent distribution.A retaining strap attaches the NOZZLES blow-off cap to the nozzle.Rubber Nozzle Blow-off Caps(P/N Nozzles have been developed for appliance,plenum,and duct 550016)are sold in packs of 12.See Figure 2-32. applications.All nozzles have a specific flow point value and are supplied with metal nozzle blow-off caps(P/N 305420623)to prevent clogging.Each nozzle is stamped with the model number. See Figure 2-31 and Table 2-11. Application limitations are Figure 2-32•Rubber Blow-Off Cap provided in the design section of this manual. Metal nozzle blow- off caps(P/N 305420623)can be purchased separately and are sold SWIVEL ADAPTER(P/N 423572) in packs of 10. The Swivel Adapter(P/N 423572)consists of a swivel nut,swivel body,and swivel ball.All are chrome-plated.The Swivel Adapter n Pa—y-t NO LH NoDescr lion Plow No. allows the nozzle to be rotated approximately 30'in all directions. rrLa 7iv iH Nozzle i NLI,L 1L Nozzle 1 See Figure 2-33. WIT—xLZFI� zH Nozzle 2 NL2L 21,Nozzle 2 it z"nx 2n Nozzle 2 Table 2-11 .` 3/8-18NPT 4 PEMA.'E THREAD STRAINER RETAINING RING(CLIP) (P/N 325420626)� $ BODY IL 30* �_O-RING 2D Rotation %-18 NPT (PIN 325420625) 3 MALE THREAD 5 CAP rul�' (PIN 305420623) Figure 2-33:Swivel Adapter NOZZLE AIMING DEVICE(P/N 551265) The Nozzle Aiming Device(P/N 551265)is required to properly aim each nozzle to the correct aiming point.The device clamps to =` F ,, the nozzle and emits a small laser light that reflects on the surface � € s + that it is aiming at.The nozzle can then be rotated to point at a predetermined aiming point and then tightened to hold that angle. The aiming device requires an adapter(P/N 550926)to attach it to the nozzle.The adapter must be ordered separately.See Figure Figure 2-31:Nozzles 2-34. e NOTE 1 ProTex II Nozzles are marked as shown to include the word "PYRO': Figure 2-34.Nozzle Aiming Device 1 1 1 1 i --- - - A Chapter 2-Components FLEXIBLE CONDUIT REMOTE MECHANICAL PULL STATION ' Flexible Conduit can be used with the Remote Mechanical Pull ON RPSM) Station Assembly(P/N RPSM)and Mechanical Gas Valves. Remote manual control for the MCH2 Mechanical Control Head See Figure 2-18.Flexible Conduit eliminates the need for rigid and EMCU2 Master Enclosure is provided by the RPSM Remote EMT Conduit in the mechanical pull station and gas valve lines, Mechanical Pull Station.It is connected to the system MCH2 significantly reducing the overall installation time.See Table 2-6. Mechanical Control Head or ENMCU2 Master Enclosure by i stainless steel cable.This cable is enclosed in'h"EMT Conduit with corner pulleys or flexible conduit with bends and/or comer 439104 Flexible Conduit(Pre-Fed)—50' i PIN. Description pulleys at each change in direction.The RPSM Remote Mechanical 434525 Flexible Conduit-Soo Pull Station shall be located at the point of egress.See Figure 2-20. 435959 Flexible Conduit—500'and Cable—5o0 435979 Flexible Conduit Strain Relief(5o/Pack) 434347 Flexible Conduit Insert(5o/Pack) -i i 436o63 Conduit Offset(6/Pack) 436150 P-CliP(5o/Pack) S 1 Sol F"Compression Union RE 800ST 'h"Compression Connector ?� 1 Table 2-6 g,l„ 1 f Figure 2-20:Remote Mechanical Pull Station M GAS VALVES ( MECHANICAL GAS VALVES A Gas Valve is required on all systems used to protect a gas fueled cooking appliance to stop gas flow in the event of system actuation.See Figure 2-21.A mechanical gas valve can be used r Figure 2-18:Flexible Conduit with the MCH2 Mechanical Control Head or ENMCU2 Master CABLE Enclosure.It is connected to the MCH2 Mechanical Control Head or ENMCU2 Master Enclosure by stainless steel cable or flexible r 2/ic,"diameter Stainless Steel Cable must be used with actuators, conduit. This cable is enclosed in th"EMT Conduit with-corner detectors and gas valve components requiring a cable connection. pulleys or flexible conduit with bends and/or corner pulleys at The Stainless Steel Cable is supplied in 50',250',500,and 1000' each change in direction.The valves are rated for natural and r lengths. See Figure 2-19 and Table 2-7. Refer to the Components LP gas(see Table 2-8).Mechanical gas valves are available in the List for part numbers on crimps,stop sleeves,and S-hooks. following sizes: r r P/N Cable Length 3o6S50 `/is"Cable 5o'Coil r 3o6S25o `/6"Cable250'Coil Maximum Maximum Operating Valve Operating Valve Operating 3o6S500 /„"Cable5oo'Spool P/N Size Pressure P/N Size Pressure ' 3o6Si000 `/ia Cablei000'Spool 4075H i" 5 psi 4200H z" 5 psi r41ooH 1" 5 Psi 4250 2'h" 5 Psi Table 2-7 4125H 1V/4" 5 Psi 4300 3" 5 Psi r -a mbination of a 5000 Series Gas Valve and a Box Top Kit(P/N 628) Table 2-8 ' Figure 2-19:Cable :"a r °•' *f- +_ice.-..._._..:..�I 1 Figure 2-21:4000-Series Mechanical Gas Valve r r , r UL EX4521 7 2015-DEC-1,Rev D Part n PMAN2 10/8/21,7:25 AM Gmail-Safety Notice on Ansul K-Guard K01-3 National Association of Fire Equipment Distributors. All Rights Reserver.? 180 N.'Wabash Ave, Suite 4011 Chicago, IL 60601 www.nafed.org This e-mail was sent as a membership benefit of NAFED. Manage your email lists here:Stay Informed OR Unsubscribe f https:Hmail.google.com/mail/u/0?ik=a4fgeb79dc&view=pt&search=all&permthid=thread-f%3A1712987314676685985&simpl=msg-f%3A17129873146... 2/2 Chapter 2-Components DETECTION EQMMENT FUSIBLE LINK HANGER(PIN FLH25) LINK HOUSING DETECTOR KIT (PIN 210SH) The FLH25 Fusible Link Hanger is an accessory designed to P/N 210SH Link Housing Kit includes a 10"High Stand-off Steel simplify the installation of Fusible Links in the Detection line.It Detector Bracket(P/N 349H),2 h"EMT Conduit Connectors(P/N is included in the 225SH Link Housing Kit or it can be purchased 800),2 cable crimps(P/N 320S),and 2 S-hooks(P/N 341S).Fusible separately.The FLH25 Fusible Link Hanger makes it possible to Links must be ordered separately.See Figure 2-14. install Fusible Links without cutting and crimping loops in the Detection line for each link.See Figure 2-15. Figure 2-15:Fusible Link Hanger FUSIBLE LINKS LINK HOUSING DETECTOR FXT CONDUIT The Fusible Link is designed to separate at a specific temperature, BRACKET(PIN 349H) CONNECTOR (PIN 800) releasing tension from the Detection line,causing system actuation.See Figure 2-16 and Table 2-5. t..' ,CRIMPS(PIN 320S), _ Ik-S-HOOKS (P/N341S) -= Figure 2-14;Link Housing Kit .�z LINK HOUSING DETECTOR KIT (PIN 225SH) P/N 225SH Link Housing Kit includes a 10"High Stand-off Steel Detector Bracket(P/N 349H),2 16"EMT Conduit Connectors(PIN Figure 2-16:ML Style Fusible Link 800),a Fusible Link Hanger(P/N FLH25).Fusible Links must be After determining the maximum ambient temperature at the ordered separately.See Figure 2-14a. Fusible Link Iocation,select the correct Fusible Link according to the temperature condition chart below: . i P/N Temperature Rating To Be Used Where Temperature Does Not Exceed 3231_._ 165°F(74°C) 95*F(35*C) j232 Zia°F(ioo°C) 142°F(61°C) �j 3233 280°F(138°C) az0°F(99°C) `j6b°'F ^3 29o°F(143 C) Eau LINE(HOL-SING DETECTOR BRACKET(PIN 349H) 3236 500°F(266°C) 430°F(221 C) -- Table 2-5 : QUIIZ FASTENER SCREW ON 1404S) The Quik-Fastener Screw provides an approved,easy way to fasten components inside hood and ducts.Quik Fastener Screws are sold Fasible Linker•) EMT CONDUIT in packs of 24 and include a Double-Ended Pilot Drill Hanger(PIN FLH25) CONNECTOR (PIN 800) (PIN PDB18)See Figure 2-17. Figure 2-14a:Link Housing Kit t, 4' Figure 2-17:Quik Fastener Screw Chapter 2—Components CORNER PULLEYS :: ,'_.JIEFY_ iUOD SEALS`' SET SCREW STYLE CORNER PULLEY(PIN 90SB) The Jiffy Hood Seal is a listed mechanical bulkhead fitting that A comer pulley is used whenever a change in cable direction is produces a liquid-tight seal around both distribution piping and required.The 90SB corner pulley is equipped with a set screw detection conduit which runs through restaurant hoods and ducts. fitting for connection to W EMT Conduit.See Figure 2-25. The Jiffy Hood Seal accepts threaded pipe or EMT Conduit.The Adapter is available for W and'h"pipe or EMT Conduit sizes. When using with EMT Conduit,an EMT Conduit connector must be installed in each end of the seal.See Figure 2-28,and Table .�. -, 2-10. $u c4� t Figure 2-25:Set Screw Comer Pulley Figure 2-28•Jiffy Hood Seal t' 1 COMPRESSION STYLE C08NER PULLEY•(P)9901(90.� Pirr Description A corner pulley is used whenever a change in cable direction is C`-'393J----d�Seal %� Pipe Whole size) K 395I J�Seal,y P e 0W hole size) iy P�e 0W hole size) i required.The 90KBS Corner Pulley is a grease-tight corner pulley - 396J- -Ji -Seal;=k?P' a(iL%*hole•si=)•' "seal ,h'p�e(iL%'hole•siu)•' designed for areas likely to experience excessive deposit build-up. It is equipped with a compression fitting for connection to'h" EMT Conduit.See Figure 2 26. Table 2-10 COMPRESSION HOOD SEAL(P/N 389) NOTE The Compression Hood Seal is a mechanical bulkhead fitting The 90KBS comer pulley is not a liquid tight seal for that produces a liquid-tight seal around pipe and EMT Conduit penetration of hoods and/or ducts. when installing distribution piping and detection conduit through restaurant hoods and ducts.The Compression Hood Seal is a ~ " straight through design requiring no cutting or threading of EMT Conduit or pipe.The hood seal is available for%"EMT Conduit (P/N 389).See Figure 2-29. f' 6 J a 1 Figure 2-26:Compression Fitting Corner Pulley TEE PULLEY(P/N 1513) Figure 2-29:Compression Hood Seal The 1513 Tee Pulley is used to connect two mechanical gas valves or two remote mechanical pull stations to a single MCH2 JIFFY CORNER PULLEY SEAL (P/N JCPLT) Mechanical Control Head or ENMCU2 Master Enclosure.The The Jiffy Corner Pulley Seal is a mechanical bulkhead fitting 1513 Tee Pulley replaces two standard 90°comer pulleys.See that produces a liquid-tight seal around W EMT Conduit when Figure 2-27. installing the detection(line through-restaurant hoods and ' ducts.The Jiffy Corner Pulley Seal accepts a high temperature, compression style corner pulley,and correctly positions the pulley or conduit in line with the conduit adapter hole in the detector bracket.The Jiffy Corner Pully Seal eliminates the need for multiple pulleys when penetrating the top of a hood to install the detection line. See Figure 2-30. Figure 2-27.Tee Pulley �1 J CAUTION Lb Figure 2-30:Jiffy Corner Pulley Seal The 1513 Tee Pulley must never be used to connect multiple Detection lines to a single MCH2 Mechanical Control Head or ENMCU2 Master Enclosure. 2015-DEC-1,Rev D UL EX4521 9 Part#PMAN2 f Chapter 3—System Design LINK HOUSING DETECTOR PLACEMENT COOKING APPLIANCES) � Link housing detector brackets are required over cooking Each cooking appliance with a continuous hazard surface not ' appliances and in the duct(s)of protected ventilation hoods.Link exceeding 48"x 48"shall be protected by one(1)link housing housing detector brackets are to be located within the protected detector bracket. Cooking appliances with a continuous hazard perimeter of the appliance's hazard surface above the appliance. surface exceeding 48"x 48"shall be protected by one(1)link housing detector bracket per 48"x 48"cooking area.Link housing Bias the placement of the link housing detector brackets so as to be g p in the air stream of the exhaust-to enhance system response.Link detector brackets used for cooking appliances must be located housing detector brackets may be located in the plenum area of the within the perimeter of the protected appliance toward the exhaust ventilation hood_ duct side of the appliance.The link housing detector brackets should be located in the airstream of the appliance to enhance the EXHAUST DUCT(S) system response time. Each exhaust duct must have at least one(1)link housing detector bracket installed in the duct entrance,located in the air stream of If a cooking appliance is located under a duct opening where a link the cooking vapors at a maximum of 12'into the duct.See Figure housing detector bracket has been mounted,it is not necessary to utilize an additional link housing detector bracket provided the 3-37. _ duct detector bracket is not more than 12"into the duct opening, __.. and the appliance has no cooking surface larger than 48"x 48".If two(2)appliances are located under a duct opening where a link housing detector bracltet has been mounted,and both appliances together do not exceed a cooking surface of 48"x 48",and the link - - - - housing detector bracket is located above both cooking appliances, it is not necessary to utilize an additional link housing detector bracket provided the duct detector bracket is not more than 12" into the duct opening.See Figure 3-39. Figure 3-37:Exhaust Duct Link Housing Bracket Detector Placement ELECTROSTATIC PRECIPITATOR If an electrostatic precipitator is located at or near the base of f the exhaust duct,it is necessary to locate a link housing detector bracket below the precipitator,at the base of the duct,and also locate one in the duct,just above the precipitator.See Figure 3-38. When installing the link housing detector bracket and system EMT Conduit,make certain they do not interfere with the APPLIANCE APPLIANCE APPLIANCE APPLLANCE operation of the precipitator. COVERED BY COVERED BY COVERED BY COVERED BY DETECTOR A DETECTOR B DETECTOR B DETECTOR C 1, f$` l C . i -1 Figure 3-39:Proper Link Housing Detector Bracket Placement NOTE When gas appliances are used and the flue gases from the burner are exhausted into the duct,the link housing detector bracket must be kept out of the air stream of these exhaust gases.These gases can be very hot and could actuate the system unnecessarily. Duct openings that are long and narrow or large enough to Figure 3-38:Electrostatic Precipitator-Link Housing Detector require multiple duct nozzles may require additional link Bracket Placement housing detector brackets. 2015-DEC-1,Rev D Chapter 3-System Design I f TWO FLOW DUCT PROTECTION WITH 2D NOZZLE TRANSITION DUCTS-SMALLER TO LARGER is e 213 uct nog P/N NL2D)is a two(2)flow nozzle.A single 2D In cases where the duct/plenum interface opening is smaller than nozzle-is capable of protecting rectangular ducts with a maximum the fmal exhaust duct,measure the perimeter/diameter of the final perimeter of 100 with the diagonal being a maximum of 373/8" It exhaust duct.The nozzle(s)is to be located within 0"-6"of the duct/ can also protect a z N,''i ars ter ofills". plenum interface,centered in the opening.See Figure 3-5. When two(2)NL2D duct nozzles are used to protect a single duct, PERIMETER the'cross sectional area of the duct must be divided into two equal MEASUREMENT areas.The nozzle must then be installed in the center of the area it protects and aimed directly into the duct opening. TRANSITION DUCTS The protection of non-standard ducts should be reviewed by the authority having jurisdiction.Transition ducts should be protected as follows: Figure 3-5:Transition Duct-Smaller to Larger MULTIPLE RISERS In cases of multiple risers,each riser is protected as an individual duct.See Figure 3-6. - E DUCT PERIMETER,� ff MEASUREMENT E f 12 WAY INTO TRANSITION i 1 i- i 4 DUCT —�Figure 3-4:Transition Duct-Larger to Smaller TRANSITION DUCTS-LARGER TO SMALLER roil ax FLl3dUPA In cases where the duct/plenum interface opening is larger than the final exhaust duct,measure the perimeter/diameter of the duct Figure 3-6:Multiple Risers halfway between the largest and smallest section(or the average ELECTROSTATIC PRECIPITATOR perimeter/diameter).The nozzle is to be located within 0"-6"of the duct/plenum interface(not at the point where the measurement was Ducts utilizing electrostatic precipitators must be protected taken),centered under the final exhaust duct opening.See Figure above and below the unit.Standard duct nozzles are used in this 3-4. application.See Figure 3-7. NOTE v 217 UoZzi E r1111 Nozzles to protect ducts with a transition that is more than 4' in height,will be required to be positioned in the opening ofthe transition from the hood 2"to 8"into the opening usingstandard duct nozzle design parameters. �-PRECIPIi NIOR zD nlozztE PLEN c46175pc ` Figure:3-7.Electrostatic Precipitator Chapter 3-System Design PLENUM PROTECTION On V-bank plenums,the nozzle(s)must be located at the center 1 of the V-bank width,lA of the vertical height of the filters.On , iTihe IHff zzW >q L-lH)5i _one{1`flow1no for single filter bank plenums,the nozzle must be located i'from the plenum protection.A single III nozzle an protect a plenum(with back edge of the filter,%down from the vertical height.For either I s. � ¢.a �v single or V--bank filter 1Q<lo yj4Me.Dividing the length application,the nozzle must be located within 6"of the end of the I into sections equal to or less than lo,in length and positioning a plenum(or module)and aimed directly down the length of the , nozzle at the start of each section can be done to protect longer plenum.The nozzles may point in opposite directions as long as plenums- the entire plenum area is protected,and the io'limitation is not { exceeded. See Figure 3-9. w 1/2 w �'d� 1iT MAX. to H �t� {�.1 en) ood<s7rcPC 10 Fr(8.1 M) - MAXIMUM V BANK 10FT(11m) _ 10 FT al m)MAXIM 1/3 H ~ UM s0 FT, H I�— OGO 21 SINGLE BANK aomrooa Xcofflwr Figure 3-9:Plenum Protection APPLIANCE PRtOTECTION NOTE When protecting appliances which are larger than single nozzle coverage,multiple nozzles can be used. Larger appliances can be divided into several modules,each equal to or smaller than single nozzle coverage.Exception:Fryers must not exceed a maximum of 864 sq.in.. For modularizing fryers, refer to"Protecting Large Fryers by Dividing Their Area Into Modules,"page 24. 2015-DEC-1,Rev D Chapter 3-System Design Upright/Salamander Broiler Compulsory Nozzle NUL Flow Points Per Nozzle 1(One) Number of Nozzles Required 1(One) Maximum Area of Protection Internal chamber of 1064 square inches by 36"longest side maximum Nozzle Location Above the grate at the front edge of the broiler outside the broiling chamber Nozzle Aiming Aimed at the back opposite corner of the broiler chamber,and pointed parallel to the broiler grate surface Graphic Representation See Figure 3-30 Nozzle must be located at the front of the broiler above the grate,pointed parallel-to the broiler grate, and aimed at the diagonally osite corner 29 36" - NL1L N097i.A AIMED AT BACK OPPOSITE CORNER Figure 3-30:Upright/Salamander Broiler 2015-DEC-1,Rev D Chapter 3—.SVSt--Des" BOard COmg•,dsOrv-lozzIe `2H t-co Flow points per nozzle -(� ) N.umbeer of Nozzles Required 1(One) .Maximum- Area of protection Condition i Deep Vat Cooking Area 32=_square inches gith a maximUm longest side dimension of IS - Deep drip board) 3�" n�•:rea 500 square inches-with a maximU-n longest side dimension of er Over-all Coo-ia• �- (i,dudes drip board) Condition 2 Deep Vat COoldna Area 371 square inches-+nth a maximum longest side dimension of 191f- (esdud�drip board) ,,clu COO.i Area 495 square inches u-ith a maximums longest longest side dimension Of 25:�s" (sndudes drip board) Nozzle Location Arrfwhere over the hazard su:-face Nozzle Height 2E-48'above the hazard surrface Nozzle Aiming Aimed at the center of the hazard surface C�piic Representation See Figure 3-S EOcatee shaded area and ajr,=d at the center of the hazard surfac Vozz a e, .rsi be a aprywkere aiftatt tlrt OVE-l"U OVERALL COO_-<LKG ARE°a \ 495 SQUARE COOTi2:G AREA sw SQU•-�E LoNC-Bs,,-SIDE =?1 CHES LONGES"i SME ' �iICH°S DLMENSION M-AXFIa14UM DLNf£NSI01,j\ _ DL�il�il- 25i5" %'ti\: COOIu^QG Z. 27-K" COOKLkC- . - _ AREA ARE I ••i. . t� t 'I�y - — i _ _ s ~'t' FCfIrS Iy •� J .—A SQUARE ;1 ^` MUM SIDE YcAXF:tiiF3'h.RD DEEP AREA *'� f - LONGEST T is, Dz2oPSOA.�T — SIDE AREA DEEP VAT LONGEST SIDE DioSE'tSFON DRIPBOA EIQSFO\ (DEEP IWT) DLNJ(DEEP'VA'd') Condition 2 Condition i %rY2 s-wiith DriP Board Gsigh Mount,'Ozzle} pig -�__.ure 3 2015-DEC-1,Rev Y � Chapter 3-System Design Large Griddle (High Mount Nozzle) Compulsory Nozzle NL2H Flow Points Per Nozzle 2(Two) Number of Nozzles Required 1(One) Maximum Area of Protection 1440 square inches with a longest side dimension of 48" Nozzle Location Above any comer of the hazard surface Nozzle Height 24"-48"above the hazard surface Nozzle Aiming At a point 12"in and 12"over from the corner below the nozzle Graphic Representation See Figure 3-18 RTo=e must be located directly above any corner of the hazard srarface and aimed at the intersectingpoint 12"from each side of the corner below the?zozzde. 1 l NOZZLE C-AN BE I ?✓OL-A'rEF)ABOVE a ! ANY CORNER 4s^ 24 I2" ! 49" , r LONGEST SIDES x E?L IENSFON ��- s �1440 SQUARE 1 INCITES IvUXLLMUM COOKING AREA Figure 3-18:Large Griddle(High Mount Nozzle) 2015-DEC-1,Rev D a r Chapter 3—System Design Small Range with or without Backshelf Protection (Low Mount Nozzle) Compulsory Nozzle NLIL NOTE j Flow.Points Per Nozzle I(One) If the range has = a backshelf, I dumber of Nozzles Required i(One) the nozzle has I ldaximum Area of Protection 336 square inches u ith a longest side dimension of 28" to be equal to or below Nozzle Location 22"from the opposite edge of the hazard surface and centered right to the height of left the shelf and Nozzle Height 13"-24"above the hazard surface be within limitations Nozzle Aiming Aimed at a point equal to one half of the nozzle height above the of the nozzle appliance and along the right-left centerline height. 1 Example:Ythe nozzle was mounted 23"above the hazard surface,the i aiming point would be III"from the opposing edge of the appliance on which the nozzle is located.See illustrations Example I and Example 2 below. Graphic Representation See Figure 3-11 - -�- Nozzle must be located(heightwise)anywhere within the shaded area, and located on the left-right center line above the hazard surface. EXAMPLE I y Nozzle is 13" `\� f A above surface& KARIES—SEE 2z" _ �. 13" NOZZLE aimed 6'1"from \ R i kI.�Ir ZG A =g i e opposite edge of 'D \\ j / Q hazard surface. EXAMPLES CL (13/2=6'Fs) �- T, al- Y EXAMPLE 2 t A 28" Nozzle is 23" LONGEST above surface r23 SIDE ' &aimed}1,�.. 1 4 d from rear of 1 ) hazard surface. l: Figure 3-11:Small Range (Low l fount Nozzle) 2015-DEC-1,Rev D A;*IwLkn� W5 �,U; l� APPROVED AS NOTED ATE: B.P.# d3 Z E BY: -H� v� I ~- - - — — — — — — — — — — — - --- - - - - - --- -- - - I w 3 CITIFY FIRE MARSHAL AT 631-765-1802 HOOD SEALS (TYP.) I W > R THE FOLLOWING INSPECTIONS: Y" SPLIT TEE 1 14° ROUND DUCT 10'-0° HOOD 1 :.. (�' n�J Z a n3 360' I I r:; V' 11 E C�3 M 1. ROUGH INSPECTION A Z o g COMPLIANCE TESTING c H� r, rt C 450' i N�D r450' I I E`► i d FINAL INSPECTION `L— — — — — _ NL1 H �'~-' 1 I 1 � R MAY - 3 2024 m z o N .1 I � � o LL g, WORK SHALL COMPLY WITH NYS � � — — — — — — — — — — � — x°, -.- i•,;.�.�.:.,F,.�.�.�5.� �' � � ODES AND APPLICABLE NFPA I 34"x18" I I 1 i ` `"` ; ` ''f"=`"` W Q PROTEX II i DARDS SALAMANDER I 1 I a z SYSTEM fNL1 NL2H NL2H ' WQ a NL7L (0 1 o r y 0 1 RPSM a 3 6" MIN. w co PULL ¢ s" TO EDGE OF 36"x28" L m I STATION o 0 HOOD ON 6 BURNER 36"x24" A 9 1 Y2" GAS Y� BOTH SIDES RANGE FLAT GRIDDLE to LQ o VALVE TA W/ SHELF X Q FLOOR _ w Uj FRONT VIEW ' 07751b SCALE: AES MANUFACTURER: COMPONENTS: NOTES: o W PROTEX II L3000 -Ll) L4600 _ L6000 x Fryers to have High Limit Control to shut off fuel at 425'. o oo o Z�=o PROTEX II L4600 ry 9 x Detectors shall be located over every piece of equipment. F ��3 "a za: MAX. FLOW POINTS = 15 (11 USED) 9 lyg Piping Material �l�CK SCH 40 Max. Rise _10' x The S stem installed as er manufacturers s ecs and the AHJ. U � p g " " MAX, PIPE VOLUME = 2600 y p p ro-a o�W<$i §586 Supply Pipe Size 1 2 Branch Pipe Size 3 8 Drops 3 8 M,a,X VOLUME BETWEEN FIRST AND LAST NOZZLE 2000 x The System has been installed as per UL300. ��<Q : - �iy< Gas Valve Type: MECH Size 1 1 2" Manufacturer ASCO x The following functions to operate upon system discharge: NROzo oa ow * Supply air damper closes * Gas fuel shuts off in kitchen �Z �o 12m=NNS �3m Detector Temperature Rating: 360° 450° L4600 4.6 GAL. CYLINDER * Exhaust fan remains on * Electric fuel shut off under hood ty F zw W�Wy M615 MOUNTING BRACKET * �W�o '�_ix{- o�-o Hood Size: 10'-0" Duct Size: 14" ROUND All systems to activate simultaneously in same hazard area. �=Fa> amQ:IaVl Iwo MCH2 MECH. CONTROL HEAD * Fire Alarm shall activate. EQUIPMENT SURFACE NOZZLE MBP2 MOUNTING BRACKET x Manual Pull Station shall be located a minimum of 10 ft. from t QTY. TIP#/QTY. LOCATIONS NL2D NOZZLE TYPE AREA HEIGHTS � NL1 H NOZZLE hood & a maximum of 20 ft. from hood and 4 ft from floor. � � o I DUCT 1 14 ROUND NL2D 1 0 -6 0 -6 IN OPENING x All fuel sources are GAS unless otherwise noted. a, � a NL2H NOZZLE PLENUM 1 10'-0" NL1Hj 1 1 0"-6" FROM END OF PLENUM NL1L NOZZLE } Cz } 6 BURN. RANGE 1 36"x28" NL1Lj 3 13"-23 Y" BACK EDGE AIM Y HEIGHT RPSM PULL STATION CODE REFERENCES: (TYPE 1 GREASE HOOD) z �I z ° SALAMANDER 1 34"x18" NL1L 1 - FRONT EDGE ABOVE GRATE 3234 FUSIBLE LINK 360' - m v " , 3235 FUSIBLE LINK 450' THIS INSTALLATION IS IN CONFORMANCE WITH: w co FLAT GRIDDLE 1 36 x24 NL2H 1 24'-48" ABOVE ANY CORNER co FRYER 1 14"x23.5" NL2Hj 1 24"-48" CENTER 4150H 1 Y2" GAS VALVE - NFPA 17A - 2017 g MSDPDT2 ELEC. SW. TWO SW. ASSBY. - NFPA 10 - 2018 - m CO26 CO2 CARTRIDGE - NYS MECHANICAL CODE 506,507,508 9OKBS CORNER PULLEY - ASTM E2336 - 2016 O N - THE BUILDING AND FIRE CODES OF NEW YORK STATE - 2020 Q o q co A FIRE EXTINGUISHER WITH A MINIMUM RATING �I 0) CO OF CLASS K MUST BE INSTALLED WITHIN THE LO VICINITY OF THE COOKING AREA, a MOUNTING NFIRE SPRINKLER HEAD LEGEND SURFACE -- -- CLOSURE xl SYM C T POSITION FINISH TEMP K NPT SIN MFG. MODEL# \\ -- a 18 SIDE - 155 5.60 1 /2" PA1435 RASCO F1 FR56QR 3 SIDE - 155 5.60 3/4" R5734 RASCO F3QR56 . c 2 SIDE - 155 5.60 1 /2" RA2865 RASCO F1FR560R,EC RASH MOUNTING -� 2 PEND - 155 5.60 1 /2" RA1414 RASCO F1 FR560R j PLATE 11 PEND - 165 5.60 1 /2" RA341 5 RASCO G5-560R 6 �212UPRIGHTI- 5.60 1 /2" R1025 IRASCO G-56SR HORIZONTAL SIDEWALL UPRIGHT SPRINKLER ASSEMBLY SPRINKLER = PIPE DROP Upper Level = BRANCH PIPING CONCEALED SPRINKLER ASSEMBLY O - PIPE RISER = MAIN PIPING FIRE SPRINKLER GENERAL NOTES: (NFPA13) RISER MANIFOLD W/ (1)DRAIN AND TEST 1. THIS IS AN HYDRAULICALLY DESIGNED SPRINKLER SYSTEM AND (2)FLOW SWITCH SHALL CONFORM TO NFPA 13,2016 AND NYS FIRE&BLDG CODE, (3)PRESSURE GAUGE 2020. INSTALLATION,COMPONENTS,SIZING,SPACING,LOCATION, ELEC.BELL POSITION AND TYPE OF SYSTEMS CONFORM TO NFPA 13. m® 3. ONLY LISTED MATERIALS WILL BE USED. U . PREFER. FROM R EMOTE 4. SPRINKLERS ARE TO BE PROTECTED AGAINST FREEZING AND ° �� 4x2jx2j BRANCH LINE INJURY. o FDC 36"ABOVE GRADE 5. PROPERTY OWNER AND/OR TENANT IS TO MAINTAIN A MINIMUM OF 40 F.IN ALL AREAS OF WET PIPING. - r1 4"CHECK VALVE 4"RPZ 6. INSPECTION AND TEST OF SPRINKLER SYSTEM SHALL BE 7'10" 17'10" 1 4 7'10" W/BALL VALVES PIP E (LEAD FREE) CONDUCTED AS SPECIFIED IN NFPA 25. I 1 N 7. THE SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE WITH I I TEST COCKS WALL THE OCCUPANCY CLASSIFICATIONS OF NFPA 13 AND AS 1 SPECIFIED ON PLANS. 4" 8. WATER SUPPLY TEST PIPES AND GAUGES SHALL BE PROVIDED FF-] � 11 � TEST VA. IN -� AS REQUIRED. -_ - ACCESSIBLE LOCATION 9. PIPING SPECIFICATIONS,SYSTEM TEST PIPES,PROTECTION KIT HEN ° AGAINST CORROSION,DRAINAGE FITTINGS,VALVES,HANGERS, I 3 CRAWL 12"rMIN. GUARDS AND SHIELDS SHALL BE IN ACCORDANCE WITH NFPA 13. SPACE GRADE 30" MAX. 10. STOCK OF EXTRA SPRINKLER HEAD SHALL BE FURNISHED. 4 PROTECTIVE (REQUIRED FOR EACH TEMPERATURE RATINGj. s-o 11 4" 4" ENCLOSURE 11.SPACING,LOCATION AND POSITION OF SPRINKLER HEAD WILL N o 105 BE IN ACCORDANCE WITH CHAPTER 8. 1 '4 7'10.. -- 12.MINIMUM CLEARANCE OF SPRINKLER DEFLECTOR TO CEILING AS vo , TO SERVICE PEFtCHAPTER8. ELEC. BELL ELL W� CORROSION RESISTANT 13.DISTANCE OF SPRINKLERS FROM HEAT SOURCES SHALL BE AS - -� OUTLET EQUAL TO A SPRINKLE REQUIRED BY NFPA 13. SECTION OF FIRE SERVICE 14.PROVIDE DRAINS AND PITCH AS REQUIRED. - �., -1 ° ° = 4°X22X22 4 4 RPZ Q J _ o 15. ALL VALVES SHALL BE IDENTIFIED AS REQUIRED BY NFPA 13. °°° ° FDC 1�VVa 16.ALL VALVE CONNECTIONS TO WATER SUPPLIES AND IN THE ° 4 0 14 4 4 SUPPLY TO SPRINKLERS SHALL BE APPROVED O.S.BY.OR 8ATI1 0 I 11-7 o-a�2 s-o s-o APPROVED INDICATOR TYPE. DINING ° WET PIPE INSPECTORS TEST rc 17.DRAIN VALVES AND TEST VALVES SHALL BE APPROVED TYPE. 2 c}° -�-� 18.HANGERS SHALL BE OF A TYPE APPROVED FOR USE WITH THE 1 0T o 5 PIPE OR TUBE INVOLVED IN ACCORDANCE WITH NFPA 13. 11-6 z 11 2-8'2 1 ��; 4 MAIN 19.PROVISIONS SHOULD BE MADE TO FACILITATE FLUSHING UP & DOWP I _ SYSTEM PIPING BY PROVIDING FLUSHING CONNECTION AS I' 1- 5-11012 _ REQUIRED. 20.SPRINKLER HEADS SHALL BE AN APPROVED TYPE AS REQUIRED BY INFPA13. 21.TEMPERATURE RATING SHALL COMPLY WITH NFPA 13 REQUIREMENTS. N i 22.MINIMUM CLEARANCE OF 18"BELOW SPRINKLER DEFECTOR ARE - - TO IBE MAINTAINED. 1 23.UNDERGROUND PIPING IS TO BE SUPPORTED WITH RODDING, BLOCKING AND CLAMPING AS PER NFPA 24 REQUIREMENTS. 5TAI R up 24.CURB BOX VALVE IS TO BE AS F [IF,��RF11 25.ALL REQUIRED SGNS ARE TO BEIDED PROVIDED R NFPA. f E 14-3 107 26.SPRINKLER SYSTEM IS TO BE CONNECTED TO THE BUILDING / PERMITS REQUIRED FIRE ALARM SYSTEM INCLUDING ELECTRIC BELL BY ALARM COMPANY. / 27.PIPIING TO BE SCHEDULE 10 AND/OR 40 BLACK STEEL. 28."COINTRACTOR'S MATERIAL and TEST CERTIFICATES"SHALL BE r --- SUBMITTED TO THE FIRE MARSHAL PRIOR TO APPROVAL OF THE Fire Alarm System INSTALLATION. I 1, Fire Sprinkler System C ` IL J1 1 Fixed Suppression APPROVED AS NOTED -- 0 System ° DATE:.`�����-=B.P. - -�Hood and Duct FEE � �-" o - - BY. f NOTIFY FIRE MARSHAL AT 631-765-1802 14-3 `V:o' � FIRE INSPECTIONFOR THE FOLLOWING INSPECTIONS: 1 N I. ROUGH INSPECTION I BAR REQUIRED BEFORE 2. COMPLIANCE TESTING 102 OPENING 3. FINAL INSPECTION ALL WORK SHALL COMPLY WITH NYS CODES AND APpVC► LE NFpA C�I ALL CONSTRUCTION❑ _ STRUCTION SHALL STANDARDS - - MEET THE REQUIREMENTS 617 THE CODES OF NEW YORK STATE. / U E � oFEss�a�a��, F.M. STAMPING AREA W 5775 WEST MILL ROAD SENTRY 1st FLOOR- FIRE SPRINKLER PLAN o 5775 W Mill Road AUTO MATIC FIRE SCALE: 1/4" = i'-0" Mattituck, NY 11952 '.= PROTECTION INC. ' ' 735 FLANDERS RD W FIRE SPRINKLER PLAN 9c. ..., c' F- FIRE� � FLANDERS, NY 11901 1 1= St FLOOR PH#(631)723-3095 NO. REVISIONS DATE BY FILE S23.4533 SCALE ADDED ELEC. BELL, HEAD, ITV 10/11/23 MRL 5775 WV Mill Road.dwg AS NOTED DRAWN CHEKED PROJECT # BY MRIL BY RI'IlI S23.4533 DATE SEPTEMBIER 2023 DWG' 11 S P-1 OoN O - PE2 RECREATION ROOM EMPLOYEE KITCHEN / 100.0 1 100. 1 OPEN ABOVE 5.6 5,6' ' .17 .17 OP BELOW LI ' / I J I-1 7 ✓ 2 2 8�� 7 2 C) 4" MAIN o -s -s s 1-6 / -3 U & DOWN 4 AIN :75TAIR / / � /M DOWN TO EMPLOYEE BATHROOM n 4-2 HAL 9-a / UP3 / UP6 /1st FLOOR HALF BAT 1 0 1 .0 1 100.0 1 /" O 6 5.6 1 1 'WhANI AL 4-812 7.17 / 7. TA ML EMPLOYEE OFFICE MNGR BATHROOM UP5 i 5TORAGE --- 100.0 - 1. 1 1 100.0" 1 x I I I 5.6 5.6 z 1 ICI /7.17 / 7.17 2-2 � N — DN - z X i ` N � I I MANAGER OFFICE / EMPLOYEE CHANGING ROOM BATHRO M 1 UP4 O 1 � Il 6-1 N ' O / 1 100.0 // 1 / 100.0 / 1 3-i 5.6 7 67/ TJ7 _ DA Name:" DA Area.1547.76 I.T.V. A 1 2nd FLOOR FIRE SPRINKLER PLAN ATTIC FIRE SPRINKLER PLAN SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" of t4E C �pA 1684 V FIRE SPRINKLER HEAD LEGEND F.M.SYM CNT POSITION FINISH TEMP I< NPT SIN MFG. MODEL# 1 M STAMPING AREA 18 SIDE - 155 5.60 1 /2" RA1 435 RASCO F1 ER56QR / MS R ACE-- W 5775 WEST MILL ROAD ' SENTRY 3 SIDE - 155 5.60 3/4 R5734 RASCO E3QR56 CLOSURE 0 5775 W MI Road AUTOMATIC FIRE 2 SIDE - 155 5.60 1 /2" RA2865 RASCO F1FR56QR,EC 2 PEND - 155 5.60 1 /2" RA1414 RASCO E1 ER56QR = � Mattituck, NY 11952 S � �. PROTECTION INC. W FIRE SPRINKLER PLAN 735 FLANDERS RD 11 PEND - 165 5.60 1 /2" RA3415 RASCO G5-56QR --- - ;�EVRo FLANDERS, NY 11901 0 6 UPRIGHT - 212 5.60 1 /2" R1025 �RASCO G-56SR ( GRAAS5 0 F--- 2nd FLOOR & ATTIC PH#(631)723-3095 - MOUNTING NO. REVISIONS DATE BY FILE -S23.4533 SCALE PLATE � €.--_- 7ZK ADDED ELEC. BELL, HEAD, ITV 10 11 23 MRL 5775' W Mill Road.dwg AS NOTED 0 = PIPE DROP Upper Level = BRANCH PIPING DRAWN CHEKED PROJECT # \\ PIPE RISER _ RECESSED SPRINKLER ASSEMBLY HORIZONTAL SIDEWALL BY M/�� BY RM S23.4533 O — MAIN 4PIPING UPRIGHT SPRINKLER ASSEMBLY SPRINKLER DATE SEPTEMBER 2023 DWG. SP-2 "It is a violation of the State Education Law for any person, kchitect ot Kecord: unless he or she is acting under the direction of a licensed KEY TO SYMBOLS ABBREVIATIONS professional engineer to alter an item in anyway, on this drawing and/or In this specification in anyway. If any such Item Is altered, the altering engineer shall affix to the Itemima �---�i EXISTING SPRINKLER PIPING TO REMAIN g D PRESSURE REDUCING VALVE ACV ALARM CHECK VALVE GAL GALLON his or her seal and the notation "altered by" followed by his I AFF ABOVE FINISHED FLOOR GPM GALLONS PER MINUTE or her signature and the date of such alteration, and a - �- ---� EXISTING SPRINKLER PIPING TO BE REMOVED GLOBE VALVE specific description of the alteration." F ALM ALARM GEN GENERATOR This plan is approved only for the work indicated on the U e c u M e P.c. S--i application specification sheet. all other matters are not to be NEW SPRINKLER PIPING PIV, POST INDICATOR VALVE AFA AUTOMATIC FIRE ALARM HC HOSE CABINET relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC Sr---O PIPE TURNING UP ASKLR AUTOMATIC SPRINKLERS HCONN HOSE CONNECTION in accordance with applicable codes. PIPE TURNING DOWN b FIRE HOSE RACK ATS AUTOMATIC TRANSFER SWITCH HYD HYDRANT 2410 NORTH OCEAN AVENUE SUITE 300 BOTTOM PIPE TAP _0 HYDRANT, ONE HOSE OUTLET AUTO AUTOMATIC IN INCH, INCHES FARMINGVILLE, NY, 1 1738 AVE AVENUE JP JOCKEY PUMP T G31 .320.3305 F BM BEAM NC NORMALLY CLOSED G31 .320.3307 TOP PIPE TAP PUBLIC HYDRANT, TWO HOSE OUTLETS SPRINKLER NOTES l l CAPPED PIPE POST INDICATOR AND VALVE BOP BOTTOM OF PIPE NO NORMALLY OPEN 1 . THE SPRINKLER SYSTEM SHALL BE HYDRAULICALLY CALCULATED AND SHALL CONFORM TO NFPA 13. Applicant: �---� PIPE BREAK BLDG BUILDING NIC NOT IN CONTRACT 2. THE INSTALLATION, COMPONENTS, SIZING, SPACING, LOCATION, POSITION AND TYPE OF SYSTEM SHALL CONFORM TO NFPA 13. Anthony Martignetti o NEW CONCEALED KEY-OPERATED VALVE 8 East 92nd St, Apt 3 PENDENT SPRINKLER HEAD S- �, CI CAST IRON # NUMBER 3. ALL EQUIPMENT SHALL BE LISTED OR APPROVED FOR FIRE PROTECTION SERVICE. p O NEW SEMI-CONCEALED ( �'� VALVE IN PIT (OS & Y SHOWN) CONC CONCRETE OS & Y OUTSIDE SCREW & YOKE VALVE 4. SPRINKLERS ARE TO BE PROTECTED AGAINST FREEZING AND INJURY. PROPERTY OWNER IS TO MAINTAIN A MINIMUM OF 40°F IN ALL New York, NY 10128 PENDENT SPRINKLER HEAD COD CONTINUED ON DRAWING PIV POST INDICATOR VALVE AREAS OF WET PIPING. (917) 535 - 3777 O NEW UPRIGHT SPRINKLER HEAD 4-T� NON-INDICATING VALVE DCDV DOUBLE CHECK DETECTOR VALVE PRESS PRESSURE 5. INSPECTION AND TEST OF SPRINKLER SYSTEM SHALL BE CONDUCTED AS SPECIFIED IN NFPA 13. Architect of Record : 6. THE OCCUPANCY OF THE AREAS ARE TO BE SPRINKLERED IN ACCORDANCE WITH NFPA AND AS SPECIFIED ON PLANS. 0 EXISTING SPRINKLER HEAD TO BE REMOVED FIRE PUMP WITH DRIVES DCV DOUBLE CHECK VALVE PSI UNIT OF PRESSURE 7. WATER SUPPLY TEST PIPES AND GAUGES SHALL BE PROVIDED AS SPECIFIED IN NFPA 13. JM2 Architecture, PC (POUNDS PER SQUARE INCH) 8. PIPING SPECIFICATIONS, SYSTEM TEST PIPES, PROTECTION AGAINST CORROSION, DRAINAGE, FITTINGS, VALVES, HANGERS, GUARDS AND 2410 North Ocean Ave, uite 300 DIA, � DIAMETER 5 ( E EXISTING SPRINKLER HEAD TO REMAIN DELUGE VALVE DOM DOMESTIC RPM REVOLUTIONS PER MINUTE SHIELDS SHALL BE IN ACCORDANCE WITH NFPA 13. Farmingville, NY, 1 1738 ()R EXISTING SPRINKLER RELOCATED -S ALARM CHECK VALVE DH DOUBLE HYDRANT RPZ REDUCED PRESSURE ZONE 9. STOCK OF EXTRA SPRINKLER HEADS WILL BE FURNISHED AS PER NFPA 13 (REQUIRED FOR EACH TEMPERATURE RATING.) (G31) 320 - 3305 D DN DOWN BACKFLOW PREVENTER 10. SPACING, LOCATION AND POSITION OF SPRINKLER HEADS WILL BE IN ACCORDANCE WITH NFPA 13. MEP Eng I neer: NEW SIDEWALL SPRINKLER HEAC DRY PIPE VALVE DPV DRY PIPE VALVE RF ROOF 11 . 1 " TO 12" MINIMUM CLEARANCE OF SPRINKLER DEFLECTOR TO CEILING AS PER NFPA 13. � Emtec Consulting En 12. DISTANCE OF SPRINKLERS FROM HEAT SOURCES SHALL BE IN ACCORDANCE WITH NFPA 13. Engineers DPC O DRY PENDENT HEAD � EMD ELECTRIC MOTOR DRIVEN RM ROOM 3555 Veterans Memorial Highway, Suite M DRY PIPE VALVE WITH QUICK OPENING DEVICE ELEV ELEVATOR SPKLR SPRINKLER 13. DRAINAGE TO CONFORM TO SECTION 4-6.3. Ronkonkoma, NY 1 1775 O DRY UPRIGHT HEAD 14. ALL VALVES SHALL BE IDENTIFIED AS REQUIRED BY NFPA 13. PRESSURE DETECTOR/ SWITCH EXIST EXISTING SPHD SPRINKLER HEAD (G3 I) 35G - 2 17G 15. ALL VALVE CONNECTIONS TO WATER SUPPLIES AND IN THE SUPPLY TO SPRINKLERS SHALL BE APPROVED O.S.&Y OR APPROVED _ ® DRY SIDEWAL.L HEAD FCA FLOOR CONTROL ASSEMBLY SPR SPRINKLER LINE INDICATOR TYPE. Surveyor: [-) LF, c I�t 1i i�j( o FT FEET ST STREET 16. DRAIN VALVES AND TEST VALVES SHALL BE APPROVED TYPE AS PER NFPA 13. Nathan Taft Corwin r ' WATER MOTOR ALARM t OS & Y CONTROL VALVE FDPC FIRE DEPARTMENT PUMPER CONNECTION TK TANK 17. HANGERS SHALL BE OF A TYPE APPROVED FOR USE WITH THE PIPE OR TUBE INVOLVED IN ACCORDANCE WITH NFPA 13. 158G Main Road, I � ' F R 4 2023 J 111 p S�WATER FLOW SWITCH (FLOW ALARM) ELECTRIC ALARM BELL FP FIRE PUMP TS TAMPER SWITCH 18. PROVISIONS SHOULD BE MADE TO FACILITATE FLUSHING SYSTEM PIPING BY PROVIDING FLUSHING CONNECTION CONSISTING OF CAPPED Jame5port, NY 1 1947 rcisi.l� . "r b AUTOMATICALLY ACTUATED WET EXTINGUISHING FSP FIRE STAND PIPE WFS WATER FLOW SWITCH NIPPLE 4" LONG ON THE END OF THE CROSS MAIN AS PER NFPA 13. (63I) 727 - 2090 l�`�``r'`'�f-`��"•-l�i������� ® PIPE RISER FLR FLOOR V VOLTS 19. SPRINKLER HEADS SHALL BE AN APPROVED TYPE AS PER NFPA 13. OO AUTOMATICALLY ACTUATED DRY EXTINGUISHING 20. TEMPERATURE RATINGS SHALL COMPLY WITH NFPA 13. Project Name HYDRAULIC REFERENCE POINTS 21 . 18" MINIMUM CLEARANCE TO BELOW SPRINKLER DEFLECTOR AS PER NFPA 13. y SIAMESE FIRE DEPARTMENT CONNECTION �4T�, TAMPER SWITCH 22. UNDERGROUND PIPING IS TO BE SUPPORTED WITH RODDING, BLOCKING AND CLAMPING AS PER NFPA 24 REQUIREMENTS. 5775 W Mill Road Ill 23. CURB BOX VALVE IS TO BE PROVIDED AS PER NFPA. FFA-C-P-1 FIRE ALARM CONTROL PANEL F 24. INTERCONNECTION OF ALARM DEVICES TO BUILDING FIRE ALARM SYSTEM SHALL BE BY OTHERS. g FLOW SWITCH 25. ALL REQUIRED SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH NFPA. Project Address FIRE HOSE CABINET 26. ALL PIPE TO BE AS MAINS FOLLOWS: LARGER TO BE BLACK STEEL SCHEDULE 10. 5 775 W Mill Rd, HR HOSE REEL TIE INTO EXISTING PIPING FIRE SPRINKLER GENERAL DESCRIPTION OF WORK BRANCHES 2" & SMALLER TO BE BLACK STEEL SCHEDULE 40. Mattituck, NY 1 1952 Q-I FDV FIRE DEPARTMENT VALVE SCOPE 27. ALL FITTINGS TO BE AS FOLLOWS: MAINS 2Y" & LARGER TO BE GROOVED TYPE FITTING. Project Type PRESSURE GAUGE INSTALL NEW BRANCH PIPING AND SPRINKLER HEADS FOR NEW TENANT SPACE. NO CHANGE IN BRANCHES 2" & SMALLER TO BE CL THREADED. USE, OCCUPANCY, OR EGRESS UNDER THIS APPLICATION. 28. CONTRACTOR'S MATERIAL AND TEST CERTIFICATED FOR ABOVE GROUND AND (WHERE APPLICABLE) UNDER GROUND PIPE" SHALL BE Renovation CHECK VALVE� SUBMITTED TO THE FIRE MARSHALL PRIOR TO APPROVAL OF THE INSTALLATION.CONTRACTOR SHALL COORDINATE WITH BUILDING SUPER ANY SYSTEM SHUT DOWN AND PROVIDE 29. FIRE PROTECTION EQUIPMENT, ROOMS CONTAINING CONTROLS FOR AIR-CONDITIONING SYSTEMS, SPRINKLER RISERS, AND SPRINKLER CERTIFIED FIRE WATCH FOR THE TIME THE SYSTEM SHALL BE SHUT DOWN. SYSTEM SHALL BE VALVES SHALL BE IDENTIFIED FOR USE OF THE FIRE DEPARTMENT WITH APPROVED SIGNS OF DURABLE MATERIAL PERMANENTLY INSTALLED Revisions GATE VALVE SHUT DOWN FOR TIE IN ONLY AND RE-ENERGIZED BEFORE END OF WORK DAY. dQ V AND READILY VISIBLE. 07-1 6-22 155UED FOR 5CHEMATIC DESIGN :-� BUTTERFLY VALVE 30. CONTRACTOR SHALL PROVIDE HYDRAULIC CALCULATIONS AS PER THE FOLLOWING: 1 1-04-22 155UED FOR PERMIT A. THE CONTRACTOR WILL SIZE THE SYSTEM BY PERFORMING FULL HYDRAULIC CALCULATIONS FOR THE SPRINKLER SYSTEM. THE 02-15-23 REVISED AND RESUBMITTED BALL VALVE SYSTEM SHALL BE INSTALLED TO UTILIZE 90% OR LESS OF AVAILABLE PRESSURE AT DESIGN FLOW. THE SHOP DRAWINGS AND SPRINKLER HEAD SCHEDULE CALCULATIONS SHALL BE SUBMITTED TO THE ARCHITECT, OWNER'S INSURANCE AGENCY AND THE AUTHORITY HAVING JURISDICTION SYMBOL MAKE MODEL N0. DESCRIPTION LOCATION IDENTIFICATION K FACTOR TEMP FOR APPROVAL BEFORE DOING THE WORK. NUMBER ('F) B. DESIGN CRITERIA: ® VIKING VK462 CONCEALED PENDENT GENERAL 13503A 5.6 155 OFFICE/COMMON AREAS - LIGHT HAZARD OCCUPANCY, DENSITY- 0.05 GPM/SQ.FT.AREA- MOST REMOTE 1500 SQ.FT. (WET) COVERAGE- WVIKING VIKING VK300 UPRIGHT GENERAL 12978 5.6 155 NOT TO EXCEED 225 SQ.FT. PER HEAD SPRINKLER DESIGN CRITERIA VIKING VK194 DRY PENDANT WALK-IN BOX 5.6 155 MECHANICAL/UTILITY ROOMS - ORDINARY HAZARD OCCUPANCY - GROUP 1 , DENSITY- 0.15 GPM/SQ.FT.AREA- MOST REMOTE 1500 SQ.FT. VK162 DRY SIDEWALL GENERAL 5.6 155 (WET) COVERAGE- NOT TO EXCEED 130 SQ.FT. PER HEAD 1. THE SPRINKLER SYS DING SHALL BE IN ACCORDANCE WITH THE 2020 NYS C. ADD A WATER ALLOWANCE FOR INSIDE AND OUTSIDE HOSE STREAMS TO THE SPRINKLER REQUIREMENTS AT THE CONNECTION TO BUILDING CODE AND NFPA-13 2016. THE DISTRIBUTION MAIN IN ACCORDANCE WITH NFPA REQUIREMENTS. D. CONTRACTOR SHALL OBTAIN RECENT HYDRANT FLOW TEST INFORMATION AT THE HYDRANT NEAREST TO THE NEW SPRINKLER SERVICE 2. OCCUPANCY CRITERIA MAIN CONNECTION TO PROVIDE THE FOLLOWING: A. LIGHT HAZARD - OFFICE AREAS AND CORRIDORS, BATHROOMS CONSTRUCTION GENERAL NOTES STATIC PRESSURE:-PSI. RESIDUAL PRESSURE:-PSI. FLOW:-GPM. DATE:-HYDRANT NUMBER:- DENSITY 0.1 GPM/ SQ. FT. OVER MOST HYDRAULICALLY REMOTE 1500 SQ. FT. 1. THE SPRINKLER CONTRACTOR WILL BE HELD RESPONSIBLE TO HAVE VISITED AND EXAMINED THE PREMISES E. CONTRACTOR'S DESIGN SHALL MEET ALL OF THE REQUIREMENTS ABOVE AND SHALL CONFORM TO ALL OF THE HYDRAULIC DESIGN MAXIMUM COVERAGE PER SPRINKLER HEAD 225 SQ. FT. BEFORE SUBMITTING HIS PROPOSAL, IN ORDER TO UNDERSTAND THE EXISTING CONDITIONS RELATED TO HIS DATA OBTAINED FROM THE HYDRANT FLOW TEST. B. ORDINARY HAZARD GROUP 1 - MECHANICAL AND ELECTRICAL WORK. F. PIPE SIZES SHOWN ON THE DESIGN DRAWINGS ARE ESTIMATES AND ARE SUBJECT TO REASONABLE MODIFICATION PROVIDING THAT EQUIPMENT ROOMS. DENSITY 0.15 GPM PER SQ. FT OVER MOST HYDRAULICALLY REMOTE 2. ALL MATERIALS AND APPARATUS SHALL BE INSTALLED IN ACCORDANCE WITH ALL THE RULES AND REGULATION HYDRAULIC CALCULATIONS ARE ACCEPTABLE AND MEET THE REQUIREMENTS OF NFPA. 1500 SQ. FT. MAXIMUM COVERAGE PER SPRINKLER HEAD 130 SQ. FT. OF THE NEW YORK BUILDING CODES AND ALL OTHER AUTHORITIES HAVING JURISDICTION AND NFPA. 3. PROCUREMENT OF ALL PERMITS AND CERTIFICATES FOR THE INSTALLATION OF THESE SYSTEMS SHALL BE PERFORMED IN ACCORDANCE WITH ALL THE RULES AND REGULATIONS OF THE NEW YORK STATE BUILDING THESE DRAWINGS ARE AN INSTRUMENT OF 5ERVICE, AND 3. HYDRAULICALLY CALCULATED SYSTEMS SHALL MEET THE FOLLOWING CRITERIA: CODES AND ALL OTHER AUTHORITIES HAVING JURISDICTION. A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. 4. THE SPRINKLER CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES AND ALL EXISTING ANY UNAUTHORIZED U5E OF THESE DOCUMENTS 15 IN A A. EXACT LOCATION OF SPRINKLER HEADS IN FINISHED AREAS WITH SUSPENDED CEILINGS CONDITIONS, AND PROVIDE OFFSETS IN PIPING SYSTEMS TO AVOID STRUCTURAL, ARCHITECTURAL, MECHANICAL AND ELECTRICAL INTERFERENCES, WHETHER INDICATED OR NOT. VIOLATION OF 5ECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. SHALL BE AS INDICATED ON ARCHITECTURAL REFLECTED CEILING PLANS WITH HEADS IN 5. PROVIDE COMPLETE SPRINKLER COVERAGE IN ALL AREAS, REFER TO AND COORDINATE WITH THE LATEST 5TATE EDUCATION LAW, CENTER OF TILES. ARCHITECTURAL REFLECTED CEILING PLANS AND DETAILS. SPRINKLER HEADS SHALL BE CENTERED IN TILE OR B. EQUIVALENT FITTING LENGTHS USED IN HYDRAULIC CALCULATIONS SHALL BE IN ALIGNED WITH LIGHTS, DIFFUSERS, ETC. ANY SPRINKLER HEAD, MODIFICATIONS REQUIRED TO MEET THE DESIGN NOTES Drawing Title ACCORDANCE WITH NFPA STANDARD NO. 13, 2013 AS REFERENCED BY THE NYS CRITERIA MUST BE PROVIDED AND APPROVED BY THE ARCHITECT. BUILDING LOCATION f IRE 5PRI N KLER BUILDING CODE. 6. PROVIDE SPRINKLER HEAD COMPLETE WITH PIPING, FITTINGS, HANGERS WITH ATTACHMENT TO EXISTING 1) THIS PORTION OF THE PROJECT SHALL BE CONSTRUCTED WITH SWAY WHEREVER FITTINGS ARE USED IN CONJUNCTION WITH SCHEDULE 40 PIPE, EQUIVALENT BUILDING STRUCTURE. Q "11Te1''° "© BRACING AS PER NFPA 13. FITTING LENGTHS INDICATED IN NFPA 13 SHALL BE INCREASED BY 30% 7. EXISTING PIPING DAMAGES AS A RESULT OF PERFORMING THE WORK OF THIS CONTRACT SHALL BE REPAIRED GENERAL NOTES C. DISCHARGE FROM EACH SPRINKLER HEAD SHALL NOT BE LESS THAN REQUIRED FOR OR REPLACED AS REQUIRED WITH MATERIAL AND FINISH TO MATCH EXISTING. 2) ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 13. AREA COVERED BY THE HEAD. AR HEAD SHALL BE DETERMINED IN 8. ALL AREAS WITHOUT HUNG CEILINGS, ELECTRICAL ROOMS, MECHANICAL ROOMS, STORAGE AREAS ETC., PROVIDE ACCORDANCE WITH NFPA STANDAR NFPA 13, 2016 S REFERENCED BY NYS WITH EXPOSED UPRIGHT OR PENDANT SPRINKLER HEADS WITH SPRINKLER GUARDS IN AREAS SUBJECT TO SCTM# 1000-I OG-G-3 APP No: BUILDING CODE. ACCIDENTAL DAMAGE. D. HYDRAULIC CALCULATIONS SHALL BE BROUGHT BACK TO CONNECTION TO WATER 9. CONTRACTOR IS RESPONSIBLE FOR PROVIDING COMPLETE COVERAGE IN ACCORDANCE WITH THE REQUIREMENTS SUPPLY. OF THE NEW YORK STATE BUILDING CODE AND NFPA STANDARDS, LOCAL FIRE DEPARTMENT AND THE DESIGN w 'Ps 5CDH5 No.. JM2 #: 2022-OG42 CRITERIA. ��� WM,n� Nc �Aa .r., DRAWING NO. TITLE 10. LOCATION AND TYPE OF SPRINKLER HEADS IN THE AREAS WITHOUT HUNG CEILINGS SHALL BE FULLY P Planning #: _ DATE: 513/2022 4. FLOW TEST DATA COORDINATED WITH THE EXPOSED STRUCTURAL (BEAMS, COLUMNS, ETC.) ALL OF THE ABOVE ELEMENTS WHICHSP-001.00 FIRE SPRINKLER GENERAL NOTES SEAL 5IGNATURE: DESIGNED BY: RD A. CONTRACTOR SHALL OBTAIN FLOW DATA INDICATING RESIDUAL PRESSURES ASSOCIATED WITH IMPACT THE SPRINKLER SYSTEM MUST BE INDICATED ON THE SHOP DRAWINGS FOR REVIEW AND APPROVAL. ""'"" " r BUILDING SYSTEM AND SUBWT DATA WITH HYDRAULIC CALCULATIONS 11. BEFORE COMMENCEMENT OF ANY WORK, COMPLETE AND DETAILS WORKING PLANS SHALL HAVE BEEN SP-101.00 FIRE SPRINKLER FIRST FLOOR PLAN B. THESE HYDRAULIC CALCULATIONS ALONG WITH PUMP OR WATER FLOW TEST ARE TO BE SUBMITTED AND APPROVED BY THE BUILDING MANAGEMENT. SP-102.00 FIRE SPRINKLER SECOND FLOOR AND ATTIC PLANS of NE{y CHECKED BY: APS SUBMITTED FOR APPROVAL TO THE ENGINEER AND TO THE INSURANCE UNDERWRITER 12. PROVIDE SPRINKLER HEADS ABOVE AND BELOW ALL DUCTS OR CLUSTERS OF DUCTS, PIPES OR CONDUITS SP-501.00 FIRE SPRINKLER DETAILS '� �`�R$'4G}�'P SCALE: A5 indicated HYDRAULIC CALCULATIONS SHALL BE BROUGHT BACK TO THE LOCATION OF THE PUMP OVER 48" WIDE. 4 c� OR WATER FLOW TEST. 13, PLACE ALL PENDANT TYPE SPRINKLER HEADS IN CENTER OF TILE OR CENTERED WITH LIGHTS, DIFFUSERS OR I � SP-601.00 FIRE SPRINKLER SCHEDULES DWG No: C. CONSTRUCTION MAY ONLY BEGIN WHEN APPROVALS ARE GRANTED. SIMILAR ELEMENTS OF CEILING. D. RESULT OF HYDRAULIC CALCULATIONS SHALL INDICATE MINIMUM 10% PRESSURE 14. ALL FLOOR PENETRATIONS, CORE DRILLING, ETC. SHALL BE APPROVED BY LANDLORD. Gil SP-701.00 FIRE SPRINKLER SPECIFICATIONS :, A 04 SAFETY MARGIN, I.E., EXCESS OF PRESSURE AVAILABLE OVER PRESSURE REQUIRED. 15. BASE BUILDING ARCHITECT AND STRUCTURAL ENGINEERS SHALL REVIEW METHOD OF SUPPORTING SPRINKLER LOCATION MAP ��` ., ZA V~ E. WATER SUPPLY INFORMATION SHALL BE LISTED ON CALCULATIONS AND CURRENT PIPING. �o� 1007�,% AVAILABLE PRESSURE AT FLOOR. SEE RISER DIAGRAM. SCALE: N.T.S. SSIONP� "It is a violation of the State Education Law for any person, Architect of Record: unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item SPRINKLER SPECIFICATIONS his or her seal and the notation "altered by" followed by his i M rm or her signature and the date of such alteration, and a 10. SHUT—DOWNS 15. TESTS specific description of the alteration." Ar 94 i .2 e u r e P.c. 1. GENERAL CONDITIONS This plan is approved only for the work indicated on the A. WHEN INSTALLATION OF NEW WORK REQUIRES THE SHUT—DOWN OF AN A. THE SPRINKLER SYSTEM SHALL BE HYDROSTATICALLY TESTED UNDER A application specification sheet. all other matters are not to be A. THE "GENERAL CONDITIONS" OF THE CONTRACT FOR CONSTRUCTION OF THE relied upon, or to be considered as either being approved or JM2 ARCHITECTURE, PC AMERICAN INSTITUTE OF ARCHITECTS CURRENT EDITION SHALL FORM A PART OPERATING SYSTEM, THE CONNECTION OF THE NEW WORK SHALL BE PERFORMED PRESSURE OF 200 PSI FOR TWO HOURS AND ANY DEFECTS OR LEAKS SHALL in accordance with applicable codes. OF THIS SPECIFICATION EXCEPT AS OTHERWISE HEREIN PROVIDED. ONLY AFTER GIVING AT LEAST 72 HOURS (3 WORKING DAYS) NOTICE AND BE REMEDIED. CAULKING OF THREADS SHALL NOT BE PERMITTED. 2410 NORTH OCEAN AVENUE OBTAINING THE WRITTEN AUTHORIZATION OF THE OWNER. DURING CONNECTION OF SUITE 300 B. INCLUDE ALL LABOR, MATERIALS AND APPLIANCES REQUIRED FOR THE NEW WORK THE SYSTEM MUST BE TURNED ON AND OFF AT THE BEGINNING AND B. APPROVAL AUTHORITIES HAVING JURISDICTION SHALL BE OBTAINED IN FARMINGVILLE, NY, 1 1738 FURNISHING, INSTALLING AND TESTING, COMPLETE AND READY FOR ENDING OF EACH WORK DAY. WRITING BEFORE RE FINAL ACCEPTANCE OF THIS WORK. OPERATION IN A MANNER SATISFACTORY TO THE ARCHITECT, INCLUDING ALL T 631 .320.3305 F� G31 .320.3307 WORK SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 11. WORK IN EXISTING BUILDING 16. GUARANTEE Applicant: C. THE INSTALLATION SHALL BE ACCOMPLISHED BY AN AUTHORIZED (FIRE A. PERFORM THE WORK IN THE EXISTING BUILDING WHEN AND AS DIRECTED, A. NEITHER THE FINAL CERTIFICATE OF PAYMENT NOR ANY PROVISION IN THE Anthony Martignetti STANDPIPE) AND (SPRINKLER) CONTRACTOR RECOGNIZED AS A FULLY AND GENERALLY IN ACCORDANCE WITH THE SEQUENCE OF OPERATIONS. CONTRACT DOCUMENTS, NOR PARTIAL OR ENTIRE OCCUPANCY OF THE AREAS 8 East 92nd St, Apt 3 EXPERIENCED SPECIALIST IN THE INSTALLATION OF (FIRE STANDPIPE) AND CAUTION IS HEREBY GIVEN THAT THE WORK SHALL BE PERFORMED SO AS TO BY THE OWNER SHALL CONSTITUTE AN ACCEPTANCE OF WORK NOT DONE IN New York, NY 10128 (AUTOMATIC SPRINKLER SYSTEMS) BY THE BUILDING DEPARTMENT OF THE CAUSE THE LEAST POSSIBLE INCONVENIENCE AND DISTURBANCE TO THE ACCORDANCE WITH THE CONTRACT DOCUMENTS OR RELIEVE THE CONTRACTOR (917) 535 - 3777 CITY OF NEW YORK. OCCUPANTS. OF LIABILITY IN RESPECT TO ANY EXPRESS WARRANTIES OR RESPONSIBILITY FOR FAULTY MATERIALS OR WORKMANSHIP. THE Architect of Record : ?_. LAWS AND ORDINANCES B. THE PROPOSAL FOR WORK IN THE EXISTING BUILDING SHALL BE PREDICATED CONTRACTOR SHALL REMEDY ANY DEFECTS OR INADEQUACIES IN THE WORK ON THE PERFORMANCE OF THE WORK DURING REGULAR WORKING HOURS. WHEN AND PAY FOR ANY DAMAGE TO OTHER WORK RESULTING THEREFROM, WHICH JM2 Architecture, PC A. ALL NEW YORK STATE LAWS AND REGULATIONS AND OSHA SO DIRECTED, HOWEVER, INSTALL WORK ON OVERTIME AND THE ADDITIONAL SHALL APPEAR WITHIN ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE. 2410 North Ocean Ave, Suite 300 RECOMMENDATIONS, GOVERNING OR RELATING TO ANY PORTION OF THIS WORK COST AND CHARGES THEREFOR SHALL BE ONLY THE "PREMIUM" PORTION OF THE OWNER WILL GIVE NOTICE OF OBSERVED DEFECTS OR INADEQUACIES Farmingville, NY, 11738 ARE HEREBY MADE A PART OF THESE SPECIFICATIONS. RESPONSIBILITY THE WAGES PAID. WITH REASONABLE PROMPTNESS. (G31) 320 - 3305 FOR COMPLIANCE TO THEIR PROVISIONS IS INCLUDED. C. SCRAP AND DEBRIS, EXCEPT AS OTHERWISE SPECIFIED, SHALL BE DISPOSED MEP En i neer: 3. NOTICE TO BIDDERS OF AND/OR REMOVED FROM THE SITE. g Emtec Con5ultmg Engineers DPC A. BEFORE SUBMITTING PROPOSALS, EXAMINE THE SPECIFICATIONS AND ALL 12. MATERIALS AND INSTALLATION 3555 Veterans Memorial Highway, Suite M DRAWINGS RELATING TO THE WORK AND BECOME FULLY INFORMED AS TO THE Ronkonkoma, NY 1 1773 EXTENT AND CHARACTER OF THE WORK. A. SYSTEM AND COMPONENT PARTS SHALL BE THE PRODUCTS OF A MANUFACTURER (G31) 35G - 217G EQUIPPED AND EXPERIENCED IN THE MANUFACTURING OF (FIRE STANDPIPE) Surveyor: 4. EXAMINATION OF EXISTING CONDITIONS AND (SPRINKLER SYSTEMS). DEVICES SHALL BE UNDERWRITERS Nathan Taft Corwin A. VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE BUILDING LABORATORIES AND/OR FACTORY MUTUAL APPROVED AND SHALL HAVE ACURRENT LISTING IN THEIR RESPECTIVE "APPROVED EQUIPMENT" LISTS. 158G Main Road, AFFECTED BY THIS WORK SO AS TO BECOME FAMILIAR WITH EXISTING COMPONENTS AND PARTS SHALL BE SUBJECT TO THE ACCEPTANCE OF THE Jamesport, NY 11947 CONDITIONS AND DIFFICULTIES THAT WILL ATTEND THE EXECUTION OF THE ARCHITECT. (G3 I) 727 - 2090 WORK, BEFORE SUBMITTING PROPOSALS. B. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH B. PIPE SHALL BE BLACK STEEL, SCHEDULE 40. Project Name EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT, C. PIPING FOR SPRINKLER SYSTEMS MAY BE SCHEDULE 10 ROLLED GROOVE WITH OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED, WHICH COUPLINGS AND FITTINGS FOR PIPING 2-1/2" AND LARGER. 5775 W Mill Road COULD HAVE BEEN FORESEEN HAD SUCH EXAMINATION BEEN MADE, WILL NOT BE RECOGNIZED. D. THREADS SHALL BE FULL AND CLEAN CUT AND BURRS FORMED IN CUTTING 5. PERMITS AND CERTIFICATES SHALL BE REAMED. WHEN ASSEMBLING PIPE, CARE SHALL BE TAKEN THAT Project Addre55 THE PIPE DOES NOT EXTEND INTO THE FITTING OBSTRUCTING THE A. INSTALL ALL WORK IN FULL ACCORDANCE WITH THE REQUIREMENTS OF ALL WATERWAY. JOINT COMPOUND SHALL BE APPLIED TO THE THREADS OF THE 5 775 W Mill Rd, LOCAL AND GOVERNMENTAL DEPARTMENTS HAVING JURISD SE PIPE AND NOT TO THE FITTINGS OR SPRINKLERS. PIPES SHALL BE MATTERS, AS WELL AS WITH ANY REQUIREMENTS OF THE NFPA 13 (2016), UL, FM, STRAIGHTENED BEFORE INSTALLATION TO PREVENT POCKETS. PIPES SHALL Mattituck NY 11952 BS&A, MEA AND OTHER APPLICABLE CODES. PITCH NOT LESS THAN 1/4 IN 10 FEET. B. GIVE NECESSARY NOTICES AND OBTAIN PERMITS OR LICENSES NECESSARY TO E. FITTINGS, UNLESS OTHERWISE SPECIFIED, SHALL BE BLACK CAST IRON Project Type CARRY OUT THIS WORK AND PAY ALL FEES THEREFOR. STANDARD MALLEABLE FITTINGS. Renovation C. ARRANGE FOR INSPECTIONS AND TESTS OF ANY OR ALL PARTS OF THE WORK F. SCREWED FITTINGS FOR SPRINKLER SYSTEMS SHALL BE 175# CAST IRON, AS REQUIRED BY AUTHORITIES OR UTILITY COMPANIES HAVING ANSI 616.4. JURISDICTION AND PAY ALL CHARGES FOR SAME. Revisions G. FLANGED FITTINGS FOR SPRINKLER SYSTEMS SHALL BE 175# CAST IRON D. PAY ALL COSTS FOR, AND FURNISH TO THE OWNER, ALL CERTIFICATES ANSI B16.1. 07-16-22 ISSUED FOR SCHEMATIC DESIGN NECESSARY AS EVIDENCE THAT THE WORK INSTALLED CONFORMS WITH ALL 1 1-04-22 ISSUED FOR PERMIT REGULATIONS AS THEY APPLY TO THIS WORK. H. THREADED AND MECHANICAL FITTINGS FOR FIRE STANDPIPE SHALL BE OF 02-15-23 REVISED AND RESUBMITTED REQUIRED PRESSURE RATING FOR THE THEIR RESPECTIVE PRESSURE ZONES. 6. SHOP DRAWINGS I. COUPLINGS SHALL NOT BE USED EXCEPT WHERE PIPE IS MORE THAN 20 FEET A. APPROVED SP AWINGS: WORKING PLANS, PREPARED IN LENGTH BETWEEN FITTINGS. ACCORDING TO NFPA 13 (2016), THAT HAVE BEEN APPROVED BY AUTHORITIES HAVING JURISDICTION, IN LIC CALCULATIONS IF APPLICABLE BEFORE J. A ONE—PIECE REDUCING FITTING SHALL BE USED WHEREVER A CHANGE IS ORDERING OR INSTALLING EQUIPMENT OR MATERIAL. MADE IN THE SIZE. THE USE OF BUSHINGS OR REDUCING FLANGES WILL NOT BE PERMITTED. B. SHOP DRAWINGS FOR PIPING AND SIMILAR DISTRIBUTION SERVICES SHALL SHOW BY DIMENSION THE EXACT SIZE AND LOCATION OF EACH ELEMENT OF K. UNIONS SHALL BE OF THE HEAVY GROUND TYPE AND SHALL BE USED ONLY ON THE SYSTEM IN BOTH THE HORIZONTAL AND VERTICAL PLANE, AS WELL AS PIPES 2" AND SMALLER. RELATIONSHIP TO THE BUILDING STRUCTURE, ARCHITECTURAL CONSTRUCTION, EQUIPMENT AND THE WORK OF OTHER TRADES. WHERE NEW L. CUT OR ROLLED GROOVES IN PIPE FOR USE WITH MECHANICAL GROOVED WORK IS ADDED TO AN EXISTING STRUCTURE, THE SHOP DRAWINGS SHALL COUPLINGS SHALL BE MADE WITH AN APPROVED MACHINE MANUFACTURED BY SHOW THE LOCATION OF ALL EXISTING SERVICES AND EQUIPMENT. THE THE SUPPLIER OF THE COUPLINGS. MECHANICAL COUPLINGS SHALL BE WORK DESCRIBED IN ANY SHOP DRAWING SUBMISSION SHALL BE CAREFULLY VICTAULIC #07 "ZERO—FLEX". CHECKED BY THIS CONTRACTOR FOR ALL CLEARANCES, FIELD CONDITIONS, MAINTENANCE OF ARCHITECTURAL CONDITIONS AND PROPER COORDINATION M. INSTALL SPRINKLER HEADS IN ALL AREAS ON TRUE AXIS LINE IN BOTH WITH ALL TRADES ON THE JOB. DIRECTIONS WITH A MAXIMUM DEVIATION OF 1/2" n FROM THE AXIS LINE ESTABLISHED BY THE ARCHITECT FOR THE USE OF ALL TRADES. AT THE C. AT THE COMPLETION OF THE INSTALLATION, THE CONTRACTOR SHALL TURN COMPLETION OF THE INSTALLATION, REMOVE AND REINSTALL ANY SPRINKLER OVER TO THE OWNER FOR RECORD PURPOSES ONE SET OF REPRODUCIBLE HEADS FOUND TO EXCEED THE ABOVE—MENTIONED TOLERANCE. APPROVED, AS—INSTALLED SHOP DRAWINGS. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND 7. SUBMITTALS 13. HANGERS AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. A. SUPPORT ALL PIPING WITH ACCEPTABLE HANGERS, ANCHORS, FRICTION ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A A. SUBMIT NAMES, SIZES, CATALOG NUMBERS AND/OR SAMPLES OF THE HANGERS, AND SUPPORTS AS INDICATED OR SPECIFIED. HANGERS SHALL BE VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. FOLLOWING MATERIALS: OF HEAVY IRON OR STEEL CONSTRUCTION. NO CAST STEEL OR CAST IRON STATE EDUCATION LAW. SHALL BE USED. HANGERS SHALL HAVE NUT ABOVE AND BELOW HANGER. SPRINKLER HEADS FITTINGS UPPER NUT SHALL BE LOCKED AGAINST HANGER TO PREVENT LOOSENING BY Drawing Title PIPE VIBRATION. SPRINKLER HEAD CABINET f IRE 5PRINKLER SLEEVES AND ESCUTCHEONS HANGERS B. SUPPORT HORIZONTAL PIPING AS FOLLOWS: 8. AS—BUILT DRAWINGS (1) PIPING 1" SIZE AND SMALLER: ADJUSTABLE RING HANGER NOT MORE 5PECIf ICATION5 THAN 8'-0" APART. A. UPON COMPLETION OF THE WORK, FURNISH RECORD DRAWINGS SHOWING THE SCTM# 1000-I OG-G-3 APP No: EXACT LOCATION OF WORK INSTALLED. DRAWINGS SHALL BE MARKED "AS— (2) PIPING 1-1/4" AND LARGER: CLEVIS HANGER NOT MORE THAN 10'-0" BUILT RECORD DRAWINGS" AND CARRY CONTRACTOR'S NAME AND ADDRESS. APART. SCDHS No.: JM2 #: 2022-OG42 DRAWING SHALL BE MADE ON VELLUM OR MYLAR REPRODUCIBLE. Plannin # DATE: 5/3/2022 (3) PIPING SUPPORTED FROM WALL SHALL BE PROVIDED WITH WELDED 9 : _ ANGLE IRON BRACKETS. SEAL SIGNATURE: DESIGNED BY: RB 9. CUTTING, CORE DRILLING, CHOPPING, ALTERING AND PATCHING A. THIS CONTRACTOR SHALL PERFORM ALL CUTTING, CORE DRILLING, C. PROVIDE HANGERS ON EVERY BRANCH OVER 3'-0" LONG. of NENr CHECKED BY: APs CHOPPING, ALTERING AND PATCHING AS REQUIRED FOR THE INSTALLATION D. NO CHAIN METAL STRAP OR WIRE WILL BE PERMITTED FOR THE SUPPORT OF '�� �`�P.84G}�'P SCALE: As indicated OF THE WORK PERFORMED UNDER THE SPRINKLER CONTRACT, INCLUDING THE ANY PIPING. f- RESTORING OF EXISTING WORK THAT IS DAMAGED AND/OR ALTERED DUE TO DWG No: REMOVAL WORK. ALL MATERIALS AND WORKMANSHIP REQUIRED IN 14. SPRINKLERS CONNECTION WITH CUTTING, EXISTING WORK IN EVERY RESPECT.ALTERING AND PATCHING SHALL MATCH THE ��� A. ANY NEW SPRINKLER HEADS TO i �►CH EXISTING. 100 1 v� FE55IONP81 = 70 B. EXISTING SPRINKLER HEADS SHALL BE REUSED. y Sentry Automatic Fire Protection Inc. 735 Flanders Road Riverhead, NY, 11901 Phone (631 ) 723-3095 SENTRY A SA o z Fire Sprinkler Calculcations For 5775 W Mill Road Mattituck, NY 11952 3. CON O� * �yJ A SSION��� I APR 2 2 ?024 CALCULATION SUMMARY Project Name:5775 West Mill Road(AS BUILT) Project Location: 5775 West Mill Road Contract No.:S23.4533 City: Mattituck, New York 11952 Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (ft2) (gpm) (psi) (gPm/ft2) (psi) (gpm) # (gpm) (psi) 1 -Demand(HW) LIGHT HAZARD 900 291,9 Required 0.154 7.6 15.4 9 150 64.1 23.6 J File:S23.4533-5775 W Mill Road.dwg Date 4/18/2024 Copyright @ 2002-2012 Tyco Fire Protection Products Pagel V HYDRAULIC CALCULATIONS for Job Information Project Name:5775 West Mill Road(AS BUILT) Contract No.:S23.4533 City: Mattituck, New York 11952 Project Location: 5775 West Mill Road Date:4118/2024 Contractor Information 1 Name of Contractor: Sentry Automatic Fire Protection Address: 735 Flanders Rd City: Flanders, NY 11901 ` Phone Number: 631-723-3095 E-mail:sales@sentryny.com Name of Designer: MRL Authority Having Jurisdiction: Design Remote Area Name 1 Remote Area Location ATTIC/RESTURAUNT Occupancy Classification LIGHT HAZARD Density(gpm/ftz) 0.154 Area of Application(ftz) 900 Coverage per Sprinkler(W) 100 Number of Calculated Sprinklers 9 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 150 Total Water Required(incl.Hose Streams)(gpm) 291.9 Required Pressure at Source(psi) 23.6 Type of System Wet Volume-Entire System (gal) 38.6 gal Water Supply Information Date 05/11/2021 Location NAUGLES RD 1st HYD E/O BREAKWATER RD Source W1 Notes I File:S23.4533-5775 W Mill Road.dwg Date 4/18/2024 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:5775 West Mill Road(AS BUILT) J Node Labels: Off Pipe Labels: Off Diagram for Design Area : 1 (Outimized Hvdraulic Simulified) 0�1-j- File:S23.4533-5775 W Mill Road.dwg Date 4/18/2024 Copyright©2002-2012 Tyco Fire Protection Products Page 3 I Job:5775 West Mill Road(AS BUILT) 1 I Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F(15.6C) Fluid Weight, (lb/ft3) N/A for.Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 88 2265 76 Supply Analysis Available Node at Source Static Pressure Residual Pressure Flow pressure Total Demand Required Pressure (Psi) (Psi) (gpm) (psi) (gpm) (Psi) W1 88 76 2265 '87.7 291.9 23.6 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 150 Other(custom defined) Hose Flow(gpm) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Hose Flow(gpm) 150 Sprinklers Ovehead Sprinkler Flow(gpm) 141.9; InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 141.9 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 23.6 W1 -Flow(gpm) 141.9 Demand w/o System Pump(s) N/A File:S23.4533-5775 W Mill Road.dwg Date 4/18/2024 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:5775 West Mill Road(AS BUILD Hydraulic Analysis for : 1 jjj Supply,v,System Demand -0 Add.Out.Hose O Available AtSou� 13 110 - - - -_- - --....._.......__ 87.7 psiJ@ 291.9 gpm _—CL _ 74 U) 7 IL Go- m! - { . .o- T a_.... . .. w.. 1 ............. 4 3 D2 -r D3 Dom. --p.�"y_ ...._.,..1..,,....m... .. lo ��`�� eft•,_ ����..va. ��...-._��� n. f�:_.._ �A..�``"�` ., 0 700800900 100011001200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Flow,gpm ----._..._..__._......_—...._._..__._.......__..._..._._......._-._.____ _...._..__..___....__...._..._.._................_......__....._....._.___....__. .._._ _.._......_..._.__.._..---._._...._.---__...___...___ .. � File:S23.4533-5775 W Mill Road.dwg Date 4/18/2024 Copyright @ 2002-2012 Tyco Fire Protection Products Page 5 Job:5775 West Mill Road(AS BUILT) Hydraul c Analysis for : 1 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 88 S2 Supply point#2-Residual 2265 76 D1 Elevation Pressure 10 8.7 D2 System Demand 1141.9 23.6 D3 System Demand+Add.Out.Hose 291.9 23.6 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure si Flow m Pressure (psi) @ Flow m QP )\ (gP ) (P ) (gP ) Supply 87.6 1 349.1 64.1 291.9 I Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/PSi'/2) (gpm/ft2) (gpm) (PSI) (gPm/ft2) (gPm) (Psi) SD1 Overhead 100 5.6 0.15 15 7.2 0.154 I 15.4 7.5 Sprinkler I � SD2 Overhead Sprinkler 100 5.6 0,15 15 7.2 0.155 15.5 7.7 SD3 Overhead 100 5.6 0.15 15 7.2 0.162 16.2 8.4 Sprinkler i SD4 Overhead 100 5.6 0.15 15 7.2 0.155 15.5 7.7 Spriner SD5 Overhead 100 5.6 0.15 15 7.2 0.157 15.7 7.9 Sprinkler SD6 Sprinkler Overhea 100 5.6 0.15 15 7.2 6.164 16.4 8.5 U1 Overhead 100 5.6 0.15 15 7.6 0.154 15.4 7.6 Sprinkler U2 Overhead 100 5.6 0.15 15 7.6 0.156 15.6 7.7 Sprinkler i U3 Overhead 100 5.6 0.15 15 7.6 0.162 16.2 8.4 Sprinkler I i 1 I File:S23.4533-5775 W Mill Road.dwg Date 4/18/2024 Copyright©2002-2012 Tyco Fire Protection Products Page 6 r Job:5775 West Mill Road(AS BUILT) Hydraulic Calculations/Fluid Delivery Time Analysis Node,Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge si' gpm ft2 psi psi ft 9Pm/P /z gPm gpm/ft2 psi gpm SD1 Overhead Sprinkler 5.6 15.4 100 7.5' 7.2 23 HEAD Open 0.4 0.154 -8.7 15 U1 Overhead Sprinkler 5.6 15.4 100 7.6 7.6 23 HEAD. Open 0.4 0.154 -8.7 15 SD2 Overhead Sprinkler 5.6 15.5 100 7.7 7.2 23 HEAD Open 0.5 0.155 -8.7 15 SD4 Overhead Sprinkler 5.6 15.5 100 7.7 7.2 23 HEAD Open 0.5 0.155 -8.7 15 U2 Overhead Sprinkler 5.6 15.6 100 7.7 7.6 23 HEAD Open 0:6 0.156 -8.7 15 SD5 Overhead Sprinkler 5.6 15.7 100 7.9 7.2 23 HEAD Open 0.7 0.157 -8.7 15 SD3 Overhead Sprinkler 5.6 16.2 100 8.4 7.2 23 HEAD Open 1.2 0.162 -8.7 15 U3 Overhead Sprinkler 5.6 16.2 100 8.4 7.6 23 HEAD Open 1.2 0.162 -8.7 15 SD6 Overhead Sprinkler 5.6 16.4 100 8.5 7.2 23 HEAD Open 1.4 0.164 -8.7 15 001 Node 9.9 23 NODE -8.7 008 Node 9.9 23 NODE -8.7 Of0 Node 10.1 23 NODE -8.7 43 Node 18.4 8 NODE -2.2 095-0 Node 23.4 3 NODE 0 095-I Node 23.6 3 NODE 0 W1 Supply -141.9 23.6 3 SUPPLY 0 73 Node 25.7 -3 NODE 2.6 File:S23.4533-5775 W Mill Road,dwg Date 4/18/2024 Copyright 0 2002-2012 Tyco Fire Protection Products Page 7 Job name:5775 West Mill Road(AS BUILT) Sheet number: I PIP INFORMATION I Node Elev 1 K-Factor 1 Flow added(q)* Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev(Pe) NOTES T frict (Pf) (ft) (gpm/Psis/z) (9Pm) (in) (ft) (ft) (Psi) (Psi) U1 23 5.6 15.4 1.25 10.2 120 7.6 U2 23 5.6 15.4 1.442 0 0.017 0 10.2 0.2 U2 23 5.6 15.6 1.25 10.69 120 7.7 U3 23 5.6 31 1.442 0 0.0619 0 10.69 0.7 U3 23 5.6 16.2 1.25 Ix(us.Tee-Br)=7.43 3.95 120 8.4 008, 23 47.2 1.442 7.43 0.135 0 11.38 1.5 008 23 47.1 2.5 6.76 120 9.9 010 23 94.3 2.635 0 0.0258 0 6.76 0.2 010 23 47.6 2.5 x(us.90)=8.24 24.13 120 10.1 43 8 141.9 2.635 8.24 0.055 6.5 32.37 1.8 43 8 10 211x(us.90)=6.15 it 120 18.4 73 -3 141.9 2.157 6.15 0.1459 4.8 17.15 2.5 73 -3 0 4 2x(us.90)=20 23.59 120 25.7 095-0 3 141.9 4.026 20 0.007 -2.6 43.59 0.3 095-0 3 0 4 1 23.4 AV-1 Check 095-I 3 141.9 0 0 0.1942 0 Horiz 1 0.2 *** 095-I 3 0 4 6 120 23.6 W1 3 141.9 4.026 0 0.007 0 6 0.0 SD1 23 5.6 15.4 1.25 10.2 120 7.5 SD2 23 5.6 15.4 1.442 0 0.0169 0 10.2 0.2 SD2 23 5.6 15.5 1.25 10.69 120 7.7 SD3 23 5.6 30.9 1.442 0 0.0616 0 10.69 0.7 SD3 23 5.6 16.2 1.2511x(us.Tee-Br)=7.43 3.95 120 8.4 001 23 47.1 1.442 7.43 0.1344 0 11.38 1.5 001 23 0 2.5 6.76 120 9.9 008 23 47.1 2.635 1 0 0.0071 0 6.76 0.0 S134 23 5.6 15.5 1.25 10.2 120 7.7 SD5 23 5.6 15.5 1.442 0 0.0172 0 10.2 0.2 SD5 23 5.6 15.7 1.25 10.69 120 7.9 S136 23 5.6 31.2 1.442 0 0.0629 0 10.69 0.7 S136 23 5.6 16.4 1.251x(us.Tee-Br)=7.43 3.95 120 8.5 010 23 47.6 1.442 7.43 0.1373 0 11.38 1.6 ©2006 National Fire Protection Association Page 8 Job name:5775 West Mill Road(AS BUILT) Sheet number: PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added(q)* Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev(Pe) NOTES T frict(Pf) r (ft) (gPm/Psis/z) (gPm) (in) (ft) (ft) (PSI) (PSI) * Discharge shown for flowing nodes only n i r C 3 1 , ©2006 National Fire Protection Association Page 9 Job:5775 West Mill Road(AS BUILT) Device Graphs Pressure vs.Flow Function Design Area:1; Supply Ref.:W1; Supply Na me:W1 - _.-..-,....._.___..._._. _ - .�. -._-_ _ _ -..._.. , 1 i I 70 .. ._. -_. .......-.3-_.................._.._..._...-__,._._.-_.._..................................................__-_......_.........i......_........_.................... ......._...___.._......-............- 65. ._....-.i............................_.-......_....._.........................__..__........................-..............................._..._...._.__.....,..._.y_........_.................................................i.................�__.-..... 60 _.__._._ ____ -.-._____-.._..._._.._......................._..............._..._-___.._.-_.___ 7 30 m EL ss - `--J......................................_......................._._._..................-..._.........`-_..........._.._.... ...............--'- -"----._......................._.... , 1 20 1 _ 10= - --------- ----- I ' m a _ Flow,gpm n i i _ I Pressure Loss Function Design Area:1; Valve Ref.:120(AV-1 Check Horiz,Size=4); Inlet Node:095-I;Outlet Node:095-0 E t 2.9 ____........-. .�.-.... ....... 2.4 _-_. ..__.___..-______............._.--__�.... __.-......_....__ - i _-...._..._...............:.._""-----_-._ __...�._.... -__`. .....-_............ a 2.4 N � 1.9 f�f 0.4 - ----__.—..._...--------....-_......._..._......_ .._............._-_`_j._ _.... -V.m..__.........................--"-- � i 1 Flow,gpm ` i 1 File:S23.4533-5775 W Mill Road.dwg Date 4/18/2024 Copyright©2002-2012 Tyco Fire Protection Products , Page 10 I MOUNTING FIRE SPRINKLER HEAD LEGEND SURFACE CLOSURE Sy CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL Ewuta,wn ystem Tee SpMkW Cup $ \ - - - Q 16 SIDE BRASS 165 5.60 1/2" RA1435 PASCO F1FR56 Inlet - 6 SIDE BRASS 155 5.60 1" TY3335 TYCO DS-1 3 PEND BRASS 135 5.60 1/2" RA1414 PASCO F1 FR56 RASCO F 15 PEND BRASS 165 5.60 1/2" RA3415 RASCO G5-56QR MOUNTING PLATE O 3 UPR BRASS 212 5.60 1/2' R1025 PASCO G-56SR - PLATE --- 4 2 SIDE BRASS 155 5.60 1/2" RA2865 PASCO F1FR56 44 6 SIDE BRASS 212 5.60 1/2" R1235 RASCO G-56SR HSW DRY SPRINKLER HORIZONTAL SIDEWALL UPRIGHT SPRINKLER ASSEMBLY SPRINKLER - = PIPE DROP Upper Level = BRANCH PIPING CONCEALED SPRINKLER ASSEMBLY O = PIPE RISER = MAIN PIPING FIRE SPRINKLER GENERAL NOTES: (NFPA13) RISER MANIFOLD W/ (1)DRAIN AND TEST I. THIS IS AN HYDRAULICALLY DESIGNED SPRINKLER SYSTEM AND (2)FLOW SWITCH SHALL CONFORM TO NFPA 13,2016 AND NYS FIRE 8 BLDG CODE, (3)PRESSURE GAUGE 2020. -_- 2. THE INSTALLATION,COMPONENTS,SIZING,SPACING,LOCATION, ELEC.BELL POSITION AND TYPE OF SYSTEMS CONFORM TO NFPA 13. ------ 3. ONLY LISTED MATERIALS WILL BE USED. i * PREFER. FROM REMOTEJ 4. SPRINKLERS ARE TO BE PROTECTED AGAINST FREEZING AND BRANCH LINE 4x2jx2j INJURY. FDC 36"ABOVE GRADE 5. PROPERTY OWNER AND/OR TENANT IS TO MAINTAIN A MINIMUM OF 40 F.IN ALL AREAS OF WET PIPING. - 4"RPZ 6. INSPECTION AND TEST OF SPRINKLER SYSTEM SHALL BE Tt o" /7'1 o" i W/BALL VALVES P I P E CONDUCTED AS SPECIFIED IN NFPA 25. 4"CV (LEAD FREE) I N 7. THE SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE WITH TEST COCKS WALL THE OCCUPANCY CLASSIFICATIONS OF NFPA 13 AND AS SPECIFIED ON PLANS. 4" 8. WATER SUPPLY TEST PIPES AND GAUGES SHALL BE PROVIDED 1" TEST VA. IN - AS REQUIRED. ACCESSIBLE LOCATION 9. PIPING SPECIFICATIONS,SYSTEM TEST PIPES,PROTECTION KIT 11EN AGAINST CORROSION,DRAINAGE FITTINGS,VALVES,HANGERS, 1 3 CRAWL 12TM I N. ++ GUARDS AND SHIELDS SHALL BE IN ACCORDANCE WITH NFPA 13. 7'10" SPACE GRAn 30" MAX. ' 10.STOCK OF EXTRA SPRINKLER HEAD SHALL BE FURNISHED. t �- PROTECTIVE (REQUIRED FOR EACH TEMPERATURE RATING). 7-31 2 4" 4" ENCLOSURE 11.SPACING,LOCATION AND POSITION OF SPRINKLER HEAD WILL 105 �� BE IN ACCORDANCE WITH CHAPTER 8. 12.MINIMUM CLEARANCE OF SPRINKLER DEFLECTOR TO CEILING AS \� TO SERVICEJ PER CHAPTER 8. A ELEC. BELL ELL W/ CORROSION RESISTANT 13.DISTANCE OF SPRINKLERS FROM HEAT SOURCES SHALL BE AS 1.4 1 OUTLET EQUAL TO A SPRINKLE REQUIRED BY NFPA 13. SECTION OF FIRE SERVICE 14.PROVIDE DRAINS AND PITCH AS REQUIRED. ° ° a J 16.,ALL VALVES SHALL BE IDENTIFIED AS REQUIRED BY NFPA 13. a o 16.,ALL VALVE CONNECTIONS TO WATER SUPPLIES AND IN THE ° RPZ SUPPLY TO SPRINKLERS SHALL BE APPROVED O.S.&Y.OR APPROVED INDICATOR TYPE. BATH OO WET PIPE INSPECTORS TEST 17.DRAIN VALVES AND TEST VALVES SHALL BE APPROVED TYPE. t DINING t 1t ° °2' a 4 a 18.HANGERS SHALL BE OF A TYPE APPROVED FOR USE WITH THE 7� `�-f , 11-7 6-0 6-0 5-712 I 13-0 7-5 1 4" M PIPE OR TUBE INVOLVED IN ACCORDANCE WITH NFPA 13. ECH. RM o 1 i W 19.PROVISIONS SHOULD BE MADE TO FACILITATE FLUSHING mW D SYSTEM PIPING BY PROVIDING FLUSHING CONNECTION AS _ N ]REQUIRED. 20.!SPRINKLER HEADS SHALL BE AN APPROVED TYPE AS REQUIRED o - IBY NFPA13. 21.'TEMPERATURE RATING SHALL COMPLY WITH NFPA 13 0-60-7 4-8 � REQUIREMENTS. 22.MINIMUM CLEARANCE OF 18"BELOW SPRINKLER DEFECTOR ARE TO BE MAINTAINED. 23.(UNDERGROUND PIPING IS TO BE SUPPORTED WITH RODDING, (BLOCKING AND CLAMPING AS PER NFPA 24 REQUIREMENTS. 24.]CURB BOX VALVE IS TO BE PROVIDED AS PER NFPA. t t t S IR Up 25..ALL REQUIRED SIGNS ARE TO BE PROVIDED. 5-7 8-4 1 7 26.SPRINKLER SYSTEM IS TO BE CONNECTED TO THE BUILDING FIRE ALARM SYSTEM INCLUDING ELECTRIC BELL BY ALARM 3 COMPANY. 2 27.PIPING TO BE SCHEDULE 10 AND/OR 40 BLACK STEEL. i - 2 28."CONTRACTOR'S MATERIAL and TEST CERTIFICATES"SHALL BE I ' SUBMITTED TO THE FIRE MARSHAL PRIOR TO APPROVAL OF THE 4"X22X22 INSTALLATION. FDC \ t i i L_-- \\ O D 1 1 1 5-712 8-4 0 BAR 102 _ 0 F rr y rfSSiONP��` F.M. STAMPING AREA w 5775 WEST MILL ROAD ., SEE �� ' SENTRY Ist FLOOR- FIRE SPRINKLER PLAN 5775 W Mill Road SCALE: 1/4" = V--0" c V. AUTOMATIC FIRE IL Mattituck, NY 11952 PROTECTION INC. FIRE SPRINKLER PLAN 735 FLANDERS RD 1 st FLOOR F`�E��`� FPH#DC631S7 3Y 30951 NO. REVISIONS DATE BY FILE S23.4533 SCALE ADDED ELEC. BELL, HEAD, ITV 10/11/23 MRL 5775 W Mill Road.dwg AS NOTED z AS BUILT )1109/24 MRL DRAWN CHEKED PROJECT # s AS BUILT )2/09/24 MRF BY MRL I BY RM S23.4533 4 AS BUILT )4/18/24 MRL DATE SEPTEMBER 2023 DWG' # Sp-1 FIRE SPRINKLER HEAD LEGEND SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL# Q 16 SIDE BRASS 165 5.60 1/2" RA1435 RASCO F1 FR56 6 SIDE BRASS 155 5.60 1" TY3335 TYCO DS-1 ® 3 PEND BRASS 135 5.60 1/2" RA1414 RASCO F1 FR56 15 PEND BRASS 165 5.60 1/2" RA3415 RASCO G5-560R ❑ 3 UPR BRASS 212 5.60 1/2" R1025 RASCO G-56SR 4 2 SIDE BRASS 155 5.60 1/2" RA2865 RASCO F1 FR56 46 SIDE BRASS 212 5.60 1/2" R1235 RASCO G-56SR = PIPE DROP Upper Level = BRANCH PIPING _ -1 0 = PIPE RISER = MAIN PIPING MOUNTING i SURFACE L-_-J CLOSURE Escutaheen 00�OO yalem lee � SpNnkler Cup InW F tlhV I' L RECREA LON ROOM EMPLOYEE KITCHEN O MOUNTING PLATE OPEN ABOVE r HORIZONTAL SIDEWALL HS'V DRY SPRINKLER SPRINKLER I L _J I - � � 1 ❑ 12 212 212 212 212 2'2 Q 2 z O 4" MAIN l 4-6 1-6 O 5-3 5-3 1-6 7-10 i-3 - U & DOWN CD STAIR 4" MAIN N DOWN TO t 0 212 212 S03 U3 SD6 1st FLOOR ---- EMPLOYE r ' 4-2 HAL' ' 5-5 -- HALF BATFt RASCO 100.0 1 100.0 1 100.0 1 3 t t I 5.6 5.6 5.6 EG�MANI AL 4-8'2 7.17 7.56 7,17 - - ❑ I I ' I I -- RECESSED SPRINKLER ASSEMBLY -� UPRIGHT SPRINKLER ASSEMBLY O O O EMPLOYEE OFFICE I ' SD5 MNGR BATHROOM _ STORAGE 100.0 1 100.0 1 5.6 `' 5.6 L -5.6 ''`;I 212 1 7.17 7.56 DN 7.17 - I I I I O O O MANAGER OFFICE EMPLOYEE CHANGING ROOM �- BATHRO tM I <E> <-SD-4 � s-t � N ❑ �I ! ( j 100.0 1 100.0 1 100.0 1 5.6 5.6 5.6 7.17 7.56 7.17 I I I DA Name:1 --- - DAArea:1547,76 ------- I.T.V.0 i 2nd FLOOR FIRE SPRINKLER PLAN ATTIC FIRE SPRINKLER PLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" P�E G F� c� �• v 05 4 F.M. STAMPING AREA W 5775 WEST MILL ROAD Ircy"i' " SENTRY 5775 W Mill Road n AUTOMATIC FIRE ck� Mattituck, NY 11952 PROTECTION INC. W 735 FLANDERS RD FIRE SPRINKLER PLAN IJ- "IRE p�o FLANDERS, NY 11901 2nd FLOOR & ATTIC PH#(631)723-3095 NO. REVISIONS DATE BY FILE S23.4533 SCALE ADDED ELEC. BELL, HEAD, ITV 10/11/23 MRL 5775 W Mill Road.dw AS NOTED 2 AS BUILT 01/09/24 MRL DRAWN CHEKED PROJECT # s AS BUILT 2/09/24 MRL BY MRL I BY RM S23.4533 4 AS BUILT 4/18/24, MRL DATE SEPTEMBER 2023 DWG' # Sp-2 1J� .ConIL BEI.Ww1 WAT9[ {O _ C. "Ca WOOD-, 9SP;.^.O'JL•fa AS{YiQir"le PILE �_ FEEr�1 O.yoBv: _ I w2AA104_ NOr1EY BUILDING DEPARTMFNT AT i;ND Calornrs.l I 3$'-D"9P N 765-1 02 9 AM M 4 PM FOR T:'R �o $E SAME AS FOLLOWING INSPECTIONS: I 1 FND• Emoe—.tDo W4 Troll I 7.FOR P-UlO:J-TWO RCf.':!�EO ay,,,I w24-K84 OlQ 1' WA7EQ'S FOR P^UacTl CONCRETE :p 2.-ROUGH-FRAMING&PLUM9UlG' -Jr.Bms BEUov`1 - �LDwI-no - 3.INEIJLATION pININCT RCDM A.a z• _ _� _ 4.FINAL- CON-IrRU":T17N Muir ($EE see-7104 A"� 3L''• - j�' ` R2,ecATE NWJ I2 c�BE COMPLETE FOR C.O. - b� CRo57-OFA �LSTOn1 ALL CONSTRUCTION SHALL ME;i ' 3 Y..Z`o �5£6'SE�TIe.I I '/III ccA THE REQUIREMEMS OF THE N.Y. ' U PILE T`IPIt'A'E. STATE CONSTRUCTION 8 ENERGY i 1 '� i bl mxCo°W 1 &KKN.44 I �2 fiEmulRfO CODES NOT RESPONSIBLE FOR q NEW le Ta DFS#aN OR CONS7RTICTRTN ERRO`<S 20 TOM CCA�TY6>:RE�7 ' ply {T,,,I (a FtEGU12EA —•I ' — moo._--- -.-'I�°H><a 3d W cOt.lc:GeAOG dM-------- ionR REPwcEn=.--- - -- ,t--- a- 0,0 � 1 I I Ii I 14 $Kl o' 294C- I r.--T v __ It�Ri P.>♦c 4x 12." Arj Dlfo-4- ALTOW1,11.4 jrrA 2x lo^5 3 Ll r � r• � I r • I L T"FitN Y4� a 16P 4) Hu`eai m a r v$ 1 @gg I I I I i S 8'• 5'� s'-Ie'i 5'-G + i q.e°± 4" a ' I.-et ow, 1 • h W�0�,5 4 � o0woA �oN FLAN s {-8 SBtDM� A,Ea. yatl�r�+ .• :. " .. RlI�+v '.' �'"' ' '�'" :g as 1aT ;.•r , t i •�t•uoms f{Ep'WtTrB :•to L'+u%-nt44 2dT'ox Bk°4-#�:`�if�wns:`ro e+f;" .: � - � �'�'F��, 4aMi4,l,,: )#�tb,l'.• � .�< _ '� I tiFyTE�R(i)♦•ItJGD .k�s>E7b sl�.sut3sAssx,4�i.. ., [� �� .9!.;,, ',�. i ', ' ��•' :.i.5r•• 1[122:7•f ••t9�t�1'lF�1+� Ii . ,; ,;:tea. `-•�• '�, � �soEFoz' ,. TOWN OF SOUTHOLD BUILDING DEPARTMENT N x TOWN CLERK'S OFFICE SOUTHOLD, NY Y� BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES . WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49034 Date: 3/17/2023 Permission is hereby granted to: North Fork Project LLC c/o David J Jannuzzi Esq ° 13235 Main Rd Mattituck, NY 11952 To: Construct additions and alterations to an existing commercial restaurant with existing second story living quarters as applied for per ZBA, Trustees, DEC, SCHD, and Flood Plain approvals. Additional certification will be required. *Application is not deemed a demolition as per town definition. At premises located at: 5775 Mill Rd, Mattituck SCTM #473889 Sec/Block/Lot# 106.-6-3 Pursuant to application dated 11/9/2022 and approved by the Building Inspector. To expire on 9/15/2024. Fees: COMMERCIAL ADDITION/ALTERATION $2,394.07 CO-COMMERCIAL $50.00 Flood Permit $100.00 Total: $2,544.07 Building Inspector CO REVISIONS FOR QUESTIONS, CALL THE PATENT NUMBERS EscR P — OB 2 noN Dare EXHAUST HOODS ND-2/BD-2/SND-2 (CANADA) - CA PATENT 2520435 C. AN MD TOR DISCHARGE WEIGHT 6639 REGION 43 Long Island Office UNIT TAG QTY FAN UNIT MODEL # MANUFACTURER CFM ESP RPM ND ENCL HP BHP PHASE VOLT FLA VELOCITY (LBS) SONES Q PHONE, (516) 513 - 5398 0 EMAIL) reg43@econair.con 1 1 EA-USBII8D➢-RM ECON-AIR 3000 0,500 990 TEA❑-ECM 2.000 0.6240 1 208 155 1538 FPM 366 12.4 HOOD INFORMATION — JOB 627663 FA Ar OPTIOArR EXHAUST PLENUM HDpD CDNFIG FAN MAX HOOD TAG MODEL M NUFACTUR R LENGTH COOKING TYPE APPLIANCE DESIGN TOTAL RISERS) HOOD END TO UNIT TAG QTY DESCRIPTION all NO TEMP DUTY CFM/FT EXH CFM WIDTH LENG HEIGHT DIA CFM VEL SP CONSTRUCTIONEND RDW NO 4812 600 430 SS 1 ESX-2 DE WHERE EXPOSED BII8 - INLET SERVICE DUCT CONNECTION. USED TO CONNECT TO STANDARD 20' GREASE i ECON-AIR 10, 0' I HEAVY 300 3000 4' 14' 3000 1543 -0.484' ALONE ALONE DUCT OR FIELD WELDED DUCT, INCLUDES (2) 7' RISERS BOLTED TO STANDARD INLET RISER G 1 UTILITY SET GREASE CUP / �A{LL CnNSTR►_1CTION SHALL 8 0 INFORMATION 1 BI18 - 24' DISCHARGE EXTENSION �1EG1 Tf �" 8 E FILTER(S) LIGHT(S) UTILITY CABINET(S) ('; 8 HOOD FIRE SYSTEM ELECTRICAL SWITCHES FIRE HODI 1 1 BI - DISCHARGE ORIENTATION VERTICAL UPPER LEFT - CW INLET SIDE NTS OF THE � c TAG EFFICIENCY @ 7 WIRE SYSTEM ANGIIJG o NO TYPE OTY HEIGHT LENGTH QTY TYPE LOCATION SIZE 1 BI18 - INLET CONNECTION STANDARD 20' FLANGED GREASE DUCT CODE . l y c MICRONS GUARD TYPE SIZE MODEL # QUANTITY PIPING WEIGHT ECM WIRING PACKAGE - EXHAUST - MANUAL OR 0-IOVDC REFERENCE SPEED CONTROL -MSC- STATE. 1 (TELCO), CCW ROTATION 1 SS BAFFLE WITH 7 20' 16' 30% 3 L55 SERIES E26 NO N❑ 334 n HANDLES LBS 1 2 YEAR PARTS WARRANTY t FAN ACCESSORIES EXHAUST SUPPLY m FAN t w UNIT TAG ALL CONSTRUCTION SHALL � NO GREASE GRAVITY WALL SIDE GRAVITY MOTORIZED WALL n CUP DAMPER MOUNT DISCHARGE DAMPER DAMPER MOUNT MEET THE F;C;QUIRp#" dTS Q"'TH� 1 YES C05:S 0''I!Y,_"4j i 0'>lK STATE. U- m MUA FA AT (7 PINEOCE DESCRIPTION _ g a O v 1 MAKE UP AIR FAN - ECONAIR EA-Al-G10 - 2000 CFM j\j t oZ 3' L2 Cl- -� C O 0 n FIELD CUT 14' EXHAUST > 0 RISER, d 3 48' U.L. LISTED L55 SERIES E26 CANOPY LIGHT FIXTURE - HIGH TEMP ASSEMBLY. In FAN 41 EA-USBIIODD-RM - EXHAUST FAN o FEATURES, r © - ROOF MOUNTED FANS. o - UL705. CO - UL762 AND ULC-S645 (RESTAURANT MODEL). 2 37 1/2' - HIGH HEAT OPERATION DIRECT DRIVE 350'F (176'C). - HEAT SLINGER. - NEMA 3R SAFETY DISCONNECT SWITCH. - GREASE CLASSIFICATION TESTING, - 2' DRAIN. 10' O'NOM,/10' 0,00'OD. - MOTOR WEATHER COVER, FULLY SEALED SCROLL HOUSING. PLAN VIEW — HOOD #1 ------ - SCROLL ACCESS DOOR. 10` 0.00" LONG 4812ESX-2 35 i \\I — FLANGE 1 1/4'. ' \' 1 7 26 I/4' 1 OPTIONS —------ - B118 - INLET SERVICE DUCT DISCHARGE T EXTEND CONNECTION. USED TO CONNECT TO STANDARD 20' GREASE DUCT OR FIELD ABOVE ROOF LINE WELDED DUCT. INCLUDES (2) 7' RISERS BOLTED TO STANDARD INLET RISER. - UTILITY SET GREASE CUP. TOP VIEW - BI18 - 24' DISCHARGE EXTENSION, 48' - BI - DISCHARGE ORIENTATION VERTICAL FIELD CUT E%HAUST RISER. L55 SERIES E26 CANOPY LIGHT FIXTURE - UPPER LEFT - CW INLET SIDE, HIGH TEMP ASSEMBLY, INCLUDES CLEAR THERMAL - BII8 - INLET CONNECTION STANDARD 20' AND SHOCK RESISTANT GLOBE (L55 FIXTURE). FLANGED GREASE DUCT, ECM WIRING PACKAGE - EXHAUST - HANGING ANGLE, —35' MANUAL ❑R 0_10VDC REFERENCE SPEED HOOD T LE. CONTROL -MSC- (TELCO),TY.CCW ROTATION. '- - -- - 2 YEAR PARTS WARRAN 19 1/2' 14 5/8' 22' 20' SS BAFFLE WITH EXTENSION, HANDLES AND HOOK, 3' INTrRN�L STANDOFF. 12, NOM. 24' HOOD CORNER 1/2'-13 TPI HANGING ANGLE GRADE 3(MNIMUM) (HARDWARE BY INSTALLER) IT IS THE RESPONSIBILITY 1 I/8' SHAFT DIA. STEEL HEX NUTS. OF THE ARCHITCCT/OWNER TO KEpUTLET NOTES. 1/2'GRADE 5 ENSURE THAT THE'HO�J D CLEARANCE (MINIMUM)STEEL FROM LIMITE{1-COM13USTIBLE 2T MIN, __ FLAT WASHER. AND CO LE MATERIALS4 IS IN COMPLIANCE WITH �\ LOCAL CODE kEpUIREMENTS. I 1 — 1/2'-13 TPI 1 1 o GRADE 3(MINIMUM) 4B�0' MAX, 20• — STEEL ALL-THREAD 1/2'-13 TPI GRADE 3(MINIMUM) 1 e o aust ExhJOB 6276639-ad Mill STEEL HEX NUT. [1REASE DRAIN a2 1/8' 1\ _ 40 5/8' DRAWING NUMBER Wiring MOOD CORNER WITH RE#QVABLE CUP, -- EXH6276639-1 SHIP DATE 11/17/2023 MODEL EA-USBIIDDD-RY 1/2'GRADE 5 HANGING ANGLE (MINIMUM)STEEL (VEIGHT BEARING 28 3/8' In=tnlivN notion= FLAT WASHER. ANCHOR POINT FOR HOOU" 80' KINLET NOTES. 74' ZTR-01 (MNTMUM)D STEEL 2' DRAIN, ROFLAT WASHER. - SPEED REFERENCE INPUT 0 lNA MOTOR CONTROL SIGNAL OUTPUT 1/2'-13 TPI GRABE 5(MINIMUM)STEEL HE%NUTS. EQUIPMENT BY ❑THERS. 26 1/4' 31 7/8'ASSEMBLY INSTRUCTIONSL o@K__pR D——— � NT-01HANGING ANGLE MUST BE SUPPORTED WITH 1/2' - 13 TPI37 t/2' i R SIDE VIEW FRONT VIEW ° oGR___ '�� p py G yHITgqpTpR RT-01 F."Mt- 13) GRADE 5 (MINIMUM) ALL-THREAD. SANDWICH HANGING z R0T4TION MIRE. ON TE 1 TOPp VER ANGLES AND CEILING ANCHOR POINTS WITH 1/2' GRADE 5 LFG BLACK WIRE FfU REVERSE ROTATION (MINIMUM) STEEL FLAT WASHERS AND 1/2' - 13 TPI s NSC Motor SPeaa ControRw III GRADE 5 (MINIMUM) HEX NUTS AS SHOWN, MUST USE SV-01 M,h(x­-i.vetch 133 DOUBLED HEX NUT CDNFIGURATION BENEATH HOOD HANGING ANGLES AND ABOVE CEILING ANCHORS, MAINTAIN 1/4' OF 6 TR-01 24VAC 20VA Tr fonnrl2] Ln EXPOSED THREADS BENEATH BOTTOM HEX NUT, TORQUE Q11 ALL HEX NUTS TO 57 FT-LBS. ■ INLET/OUTLET NOTES, 7 FULL LENGTH SECTION VIEW — MODEL 4812ESX-2 LENGTH OF THE STRAIGHT DUCT [IN THE INLET AND OUTLET TO BE 3 TIMES 1/2'-13 TPI HANGING ANGLE HOOD — #1 THE EQUIVALENT DUCT DIAMETER BEFORE CONNECTING TO ANY D GRADE 5(MINIMUM' (HARDWARE BY INSTALLER) FITTINGS SUCH AS ELBOWS TO AVOID SYSTEM EFFECT, >_ STEEL HEX NUTS. /�' 1/2'GRADE 3 9 w (MINIMUM)STEEL FLAT WASHER. UNIT PLAN VI_W CORNER WEIGHTS- CORNER WEIGHTS ARE CALCULATED BASED ON VERTICAL DISCHARGE. 10 TPII 81 LBS 66 LBS SUPPORT DUCT PROPERLY BEFORE FAN TO ENSURE CORNER WEIGHTS Q U GRADE 53(MINIMUM> ARE NOT AFFECTED. STEEL ALL-THREAD. 11 GRADE -13 TPI ,..( STEEL HEX INUMUM) 12 V FULL LENGTH 1/2'GRAD 3 LE 4 WEIGHT BHANGING EARING INLET75 (MINIMUM)STEEL ANCHOR POINT 13 l{ FLAT MASHER. FOR Hp00). V NORMAL TEMPERATURE TEST DIRECT DRIVE Q EXHAUST FAN MUST OPERATE CONTINUOUSLY 14 WHILE EXHAUSTING AIR AT 350'F (176°C) 1/2'GRADE 5 UNTIL ALL FAN PARTS HAVE REACHED 15 DATE: 11 17 2023 FLAT A STEEL THERMAL EQUILIBRIUM, AND WITHOUT ANY FLAT WASHER. 1/2'-13 TPI 128 LBS 92 LBS DETERIORATING EFFECTS TO THE FAN WHICH MOTOR INFO WOULD CAUSE UNSAFE OPERATION, EXHAUST 2.OHP-208V-LP-iS.SFLA GRADE S(MINIMUM) I STEEL HEX NUT, 6276639 ASSEMBLY INSTRUCTIONS 17 DRAWN Mark Eva HANGING ANGLE MUST BE SUPPORTED WITH 1/2' - 13 TPI 8 BY: GRADE 5 (MINIMUM) ALL-THREAD. SANDWICH HANGING M0T8R R IMITIDB ANGLES AND CEILING ANCHOR POINTS WITH 1/2' GRADE 5 MOT R/TRL M BA SCALE: (MINIMUM) STEEL FLAT WASHERS AND 1/2' - 13 TPI 19 GRADE 5 (MINIMUM) HEX NUTS AS SHOWN. MUST USE 3/4" = 1'-0" DOUBLED HEX NUT CONFIGURATION ABOVE CEILING 20 MASTER DRAWING ANCHORS. SINGLE HEX NUT BENEATH HANGING ANGLE IS ACCEPTABLE FOR FULL LENGTH HANGING ANGLES. DENOTES D"EFIELn vn(NG MAINTAIN 1/4' OF EXPOSED THREADS BENEATH BOTTOM 21 DENOTES INTERNAL WIRING HEX NUT, TORQUE ALL HEX NUTS TO 57 FT-LBS. 22 nn nR BK-BLACK YV-YELLOW BL-BLUE GR-GREEN DR-BROWN GY-GRAY 23 G PR SHEET NO. Rn-Rrn P VH-WHITE 1 APPROVED AS NOTED DATE• O I3.P O3 FIET NOT1 Y FlFtz f IARSHAL AT 631-765-18V- FOA THE FOU.OI VING INSPECTIONS; 11- FOUGH INSPECpo,Pj t COIV%AtVCE TES-nkla 3. FTWL INVECTION ALL V4'ORK SHALL COMPLY WTnj trr CODES AND APPLICABLE NFI'A STANDARDS ALL C .:^TFUCTION SHtLL MEET Tip r U: E1 .WS 0r=THE COS=07-V 11 YORK STATE. FIRE I��'SPECTION REQUIRED BEFORE OPENING ED AR IT IS A VIOLATION OF LAW FOR ANY PERSON RFER/�,q Cti/J UNLESS THEY ARE ACTING UNDER THE DIRECTION " : " �TF �� OF A LICENSED PROFESSIONAL ARCHITECT, TO k " t R S iPi ,^r 1Z 1A ALTER AN ITEM IN ANY WAY ON THIS DRAWING OR SPECIFICATION (DOCUMENT). IF A DOCUMENT PERMITS REQUIRED BEARING THE SEAL OF AN ARCHITECT IS ALTERED "��' � THE ALTERING ARCHITECT SHALL AFFIX TO THE 9J. 0 3A5i Qk DOCUMENT THEIR SEAL AND THE NOTIFICATION �. �Q ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND Fire Alarm System 4F NE�1 THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. AOR SEAL / SIGNATURE ,_.,_,,,,,Fire Sprinkler System KITCHEN CONSTRUCTION (C) Fred Suppression System_Non Combustible (Masonry) x All views to be the following scale: 1"=1'—O" x Dimensions x New Kitchen Existing Kitchen Fire rated walls — 2 Hrs 9 j,� ,,�,�t x Limited Combustible —(S/rock—metol studs) _Combustible —(S/rock—wood studs) Hood GI�d Dina _Existing 1 Hr. ok _Special sprinkler installation — 1 Hr. ok x Opening Protective (1 1/2 HR) — (Self closing, self latching, fire rated door assembly) PROJECT NOTE: OR HOOD EQUIPMENT AND INSTALL MEET Ok Without Opening Protectives if all of the following comply NEW YORK STATE MECHANICAL CODE Draft Curtain 24" H.T.(NL/LC) -Hds/Aes AND ECONAIRE ILISTING Special sprinkler installation Exit at grade — OR — Sprinkler heads within 24" of draft curtain 60" apart kitchen safe DISCHARGE OF DUCT WORK MINIMUM 10' FROM ANY WINDOW x Cooking equipment in the Kitchen _Cooking equipment at the Front Counter Cooking equipment in the Dining Room r_ _Cooking equipment in the Mobile Unit (d) _Cooking equipment in a Concession Stand (d) --Pizza Oven (d) c HOOD *ECONAIRE UL LISTING ALLOWS HEAVY DUTY 300 CFM PER FT ME _Exhaust CFM— Medium Duty (d) x Exhaust CFM— Heavy Duty (d) Exhaust CFM— Extra Heavy Duty (d) 'J J �I (hot top, griddle, fryers, pizza, rotisseries) (range, wok, gas/elect. broilers) ----Exhaust fuel char broilers) r a — neor Ft x 300, S—Island Linear Ft x 500 — — —(WllLi ) ( ) (Wall—Linear Ft x 400), (S—Island Linear Ft x 6p0) (wall—Linear Ft x 550), (S—Island Linear Ft x700) ROOF ROOF_ — x Liquid tight external weld x 12" max hood length per exhaust riser d —-- — g p ( ) 1�18 go. steel or 20 go. stainless x Supply air � approx. replacement (d) _Supply air 10 dg difference except for A/C (d) __,_Supply air hood damper (286 deg. max) _Clearance 3" to Combustibles, Including 1" mineral wool (insulate the combustible not the hood) __,_Insulation — Max Flame Spread Rating 25/x x--Clearance 3" to Limited Combustibles d __Clearance 0" to Non Combustibles —_—Solid Fuel — Under separate hood I I CLEAN—OUT DOOR x Chor Broilers — 4" Min to hood _ I I REACHABLE BY LADDER Solid fuel to have spark arrestors (d) cf 24" minimum all sides x Fryer — 16" space to flame producing appliance or 16" high steel baffle xElect. wire in conduit or EMT -- EXHAUST AIR DUCTWORK BEYOND x filters to heat source 18" min x To flue 6" minimum (uprights, rotisseries, ovens, et*Cleprance (Hood button to app. tap) I I x 6" overhang on all sides x 7 ft maximum off floor x_Mauimum cooking surface temperature x Listed hood installed in accordance with terms of its listing i I x Manufacturer : ECONAIRE x Exhaust CFM : 3000 ECONAIRE 20 GAUGE GALVANIZED x Model : 4812 x Supply CFM : 2000 HEAVY DUTY KINDORF DISCHARGE BLOWER DUCTWORK DUCTS ; 1 _ FASTENED TO WOOD JOIST x Airflow 1500 ft/minute minimum }" THREADED HANGING ROD x Dimension (LxWxH) x 16 ga. steel or 18 ga. stainless xField welds to be Bell or Telescoping (d) FOR HOOD SUPPORT x Duct exits bldg directly as possible (d) _Horizontal duct travels less than 75 ft (d) -)pyct connections to have flush buttons (d) x No exhaust dampers used p ci itched back to hood to collect grease I xLiquid tight external weld �-- U p x Ducts not shared by other systems x Shall not posss through fire walls X Not Irlsu�ated until inspected SECOND FLOOR SECOND FLOOR —Clearance 3" minimum to combustibles, including 1" mineral wool, (insulate the combustible not the hood) x Slgp ccess Panel — Do not obstruct j L — x Clearance 3" to Limited Combustibles �t every direction of change _Within 3 ft of each side of an inline fan rlpr — Weatherproofed _Access Panels — Unobstructed _Clearance 0 to Non Combustibles d x At e 20 ft horizontally (d) buildingT ECONAIRE HOOD __ _____ ___ x Duct secured to the -___ . ———————_Access door at vertical base g N o ——--I I ECONAIRE UTILITY SET BLOWER r o _Enclosures — In bldg. more than 1 floor, from ceiling above hood or through any concealed spaces, ducts shall be enclosed N _______________ _____ _____________J MODEL# EAUSB18DD i Penetrate floors and ceilings —6" duct to enclosure Vep}ed curb at roof 1a'ROUND HEAT SENSOR 3000 CFM x Through Penetration Fire Stop System as alternative to Enclosure with 6" airspace shall have a minimum of 3 including airspace, depending on mfr. (d) 10'-0" I 4—0 FAN HEAT SENSOR x Terminates — at building exterior up and away from roof x 40 inches from roof SALAMANDER36 CONTROL PANEL PLATFORM OUTSIDE OF BUILDING SHEET ROCK ON METAL —Fan hinges away from duct with hold open retainer and flexible waterproof cables x Grease drains back to trap at fan R AI UP E STUDS, COVERED WITH MODEL# E x Minimum 10' to air intakes, property lines, windows and doors or 3' vertical x Safe ocess area for servicing ° ECONAIRE MAKEUP AI STAINLESS STEEL PANEL —Non—Combustible side wall fan termination ok, no opening 10' horizontal, dawn 32" vertical up, except char — broilers to bepermitted (d) 2000 CFM o 36"x24" GRIDDLE x o' / 6 BURNER GRIDDLE x of 63BURNER RANGE �� RANGE ALL—ISLAND BLOWER & SHEETMETAL FIRST FLOOR FIRST FLOOR 1585C SMITHTOWN AVENUE BOHEMIA, NY 11716 PHONE: (631) 567-7070 CONTACT: MICHAEL HIGGINS WATER LEVEL WATER LEVL— FAX: (631) 567-6505 LIC NSE#: 01488 HOOD - FRONT VIEW HOOD - SIDE VIEW Old Mill SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 5775 West Mill Rd Mattituck, NY 11952 DATE: 2024-02-06 SCALE: J"=l'—O" DRAWN BY: P.F. i hO��OE SOUTyO� f �� y TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING �INAL CY45 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: e C L lei G-e� v,�5, e.e- DATE INSPECTOR �M OE SOUIyO� TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING J14,51INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: e DATE INSPECTOR 1/i,� o�°SUfoo TOWN OF SOUTHOLD—FIRE MARSHAL Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownnygov FIRE PROTECTION SYSTEM PERMIT Date Received APPLICATION For Office Use Only xr E C E � W t PERMIT NO. Building Inspector: ector: 1 Rn, Applications and forms must be filled out in their entirety.Incomplete APR 3 2024 applications will not be accepted.WORK IS NOT TO BE STARTED prior to the approval of plans and issuance of a permit. iS9t Has a building permit been obtained for this project? 12 Yes ❑No If yes,building permit# Date:2 April 2024 PROJECT INORMATION: Project Address: 5775 West Mill Road SCTM# 1000- 106.00-06.00-003.000 City:Mattituck zip: 11952 CONTACT PERSON INFORMATION: Name:Anthony Martignetti Mailing Address: 8 E 92nd St Apt 3 New York, NY 10128 Phone#: 917-535-3777 Email: martignetti@gmail_.com Preferred contact method(select one): ❑Phone ®Email CONTRACTOR INFORMATION: Name: Suffolk Security Systems Inc Contractor License#: 12000250900 MailingAddress50300 Main.Rd,_PO Box 1355, Southold,,_NY-11971 Phone#: 631-765-5262 Email: info@suffolksecurity.com SCOPE OF WORK: Occupancy Description: ❑Assembly ®Business ❑Education ❑Factory/Industrial ❑Institutional ❑Mercantile ❑Residential ❑ Storage Description of Work: 0 New System ❑ Existing System Modification Sprinkler/Standpipe/Water Supply. Fire Alarm/CO Detection Systems, -Other Fire Protection Systems (Check all.that apply) _ (Check all that apply) (Check all that apply) ❑NFPA 13,13D or 13R System ❑Manual ®Automatic ❑ Smoke Control ❑Standpipe ❑Fire Pump ❑Protected Premises(local) ❑ Wet or Dry Chemical/Clean ❑Supervising station Agent Number of sprinkler heads: i2lCentral Station ❑ Kitchen hood/exhaust ❑ Other Floor Area(sq. 1 12 Check"Box After Reading: 1,the undersigned,understand that,ihe issuance of a.permit for the type which is herein applied for is based on the`agreement to conform to all regulations and requirements.I further understand that non-compliance of said requirements,by myself or any officer oe employee of the firm or individual listed as,theapplicant,on this form;shall be cause for'revocation of said permit.Upon revocation of said'"permit the. applicant or any employee of the applicant shall be prohibited to conduct such work for which this permit was issued.The reissuance of a permit shall be based upon review of the circumstances leading to the,revocation.;Any false statement(s)made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law Application Submitted By(print name): Paul J. Romanelli ®Authorized Agent ❑Owner Company(if applicable): Suffolk Security S_ystems Inc. Applicant,Sigriat&e:" "i` t ; - - Date: 3 April 2024 FIRE PROTECTION SYSTEM PERMIT.APPLICATION SUBMITAL INSTRUCTIONS Submit application only after reviewing the requirements for the specific permit for which you are applying(click the applicable link below). • FIRE ALARM/.CARBON MONOXIDE DETECTION SYSTEM SUBMITTAL GUIDELINES • WATER-BASED FIRE PROTECTION SYSTEM SUBMITTAL GUIDELINES • FIXED FIRE SUPPRESSION.HOOD&EXHAUST SYSTEMS SUBMITTAL GUIDELINES \ FEES A$250 permit fee is required for a non-residential permit.A$50 Certificate of Occupancy fee is required if the project is not part of an existing open building permit. All checks should be made payable to the Town of Southold. Permits,once issued,shall at all times be kept on the premises designated thereon with a copy of approved drawings and all related documentation required to obtain said permit.Installations subject to final testing,inspection and approval.Arrangements for testing/inspection shall be made by contacting the Town of Southold Building Department(631)765-1802. FOR OFFICE"USE ONLY., -Amount Paid:" Check No.:- FM: Permit No.: Date: Exp.Date: 2 DATE(MM/DDNYYY) AC0I`R o® CERTIFICATE OF LIABILITY INSURANCE 04/22/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed: If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). ' PRODUCER CONTACT Sarah Arebalo NAME: Roy H Reeve Agency,Inc. PHONE (631)298-4700 IX No): (631)298-3850 A/C No Ext PO Box 54 E-MAIL sarebalo@royreeve.com ADDRESS: 13400 Main Road INSURER(S)AFFORDING COVERAGE NAIC# Mattituck NY 11952 INSURERA: Hartford Fire Ins Co 19682 INSURED INSURERS: Trumbull Ins Co 27120 Suffolk Security Systems Inc INSURER C: Hartford Cas Ins Co 29424 Po Box 1355 INSURER D: Property&Casualty Ins Co Of Hartford 34690 INSURER E: Southold NY 11971 INSURER F: COVERAGES CERTIFICATE NUMBER: CL2432920799 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $, 1,000,000 DAMAGE To CLAIMS-MADE � OCCUR PREMISES Ea occu RENTED nce $ 300,000 X Contractual Liability MED EXP(Any one person) $ 10,000 A 12UUNOY2092 03/31/2024 03/31/2025 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATELIMITAPPLIESPER: GENERAL AGGREGATE $ 2,000,000 POLICY �ECT PRO- FLOC PRODUCTS-COMP/OPAGG $ 2.000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT aaccident $ 1,000,000 E X ANYAUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED 12UENOZ3901 03/31/2024 03/31/2025 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED FIR PERTYDAMAGE $ AUTOS ONLY AUTOS ONLY Per accident $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 C EXCESS LIAB CLAIMS-MADE 12HHUOY2091 03/31/2024 03/3V2025 AGGREGATE $ 1,000,000 DED I X1 RETENTION$ 10,000 $ WORKERS COMPENSATION X ER STATUTE ERH OT AND EMPLOYERS'LIABILITY Y/N 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ D (Mandatory in NH) EXCLUDED? NIA 12WECZW8550 05/25/2023 05/25/2024 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1179 AUTHORIZED REPRESENTATIVE Southold NY 11971 @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD THE HARTFORD BUSINESS SERVICE CENTER THE `°'' 3600 WISEMAN BLVD HARTFORD SAN ANTONIO TX 78251 April 19, 2024 For Informational Purposes PO Box 1355 SOUTHOLD NY 11971-0929 Account Information: Contact Us Policy Holder Details : SUFFOLK SECURITY SYSTEMS Need Help? INC P Chat online or call us at (866)467-8730. We're here Monday-Friday. Enclosed please find a Certificate Of Insurance for the above referenced Policyholder. Please contact us if you have any questions or concerns. Sincerely, Your Hartford Service Team i WLTR005 QC , DATE(MMIDD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 04/19/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATIONIS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: ROY H REEVE AGENCY INC PHONE (631)298-4700 FAX 12122192 (A/C,No,Ext): (A/C,No): PO'BOX 54 E-MAIL ADDRESS: MATTITUCK NY 11952 INSURER(S)AFFORDING COVERAGE NAIC# INSURERA: Property and Casualty Insurance Company of Hartford 34690 INSURED INSURER B: Hartford Casualty Insurance Company 29424 SUFFOLK SECURITY SYSTEMS INC INSURER C: PO BOX 1355 INSURER D SOUTHOLD NY 11971-0929 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR - INSR WVD MMIDD MMIDDIYYYY COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE CLAIMS-MADE❑OCCUR DAMAGE TO RENTED PREMISES Ea occurrence MED EXP(Anyone person) PERSONAL&ADV INJURY GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE POLICY❑PRO- ❑LOC PRODUCTS-COMP/OP AGG JECT OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) ALL OWNED SCHEDULED BODILY INJURY(Per accident) AUTOS AUTOS HIRED NON-OWNED PROPERTY DAMAGE AUTOS AUTOS (Per accident) UMBRELLA LIAB OCCUR - EACH OCCURRENCE $1,000,000 EXCESS LIAB CLAIMS- AGGREGATE $1,000,000 B MADE 12 HHU OY2091 03/31/2024 03/31/2025 DED X I RETENTION$10,000 WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER ANY YIN E.L.EACH ACCIDENT $1,000,000 A PROPRIETOR/PARTNER/EXECUTIVE N/A 12 WEC AX5X86 05/25/2023 05/25/2024 OFFICERIMEMBER EXCLUDED? E.L.DISEASE-Fro EMPLOYEE $1,000,000 (Mandatory in NH) If yes,describe under E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Those usual to the Insured's Operations. CERTIFICATE HOLDER CANCELLATION For Informational Purposes SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED PO Box 1355 BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED SOUTHOLD NY 11971-0929 IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD THE HARTFORD BUSINESS SERVICE CENTER THE '` ' 3600 WISEMAN BLVD HARTFORD SAN ANTONIO TX 78251 April 19, 2024 For Informational Purposes PO Box 1355 SOUTHOLD NY 11971-0929 Account Information: SUFFOLK SECURITY SYSTEMS � Contact Us Policy Holder Details : Need Help? INC Chat online or call us at (866)467-8730. We're here Monday-Friday. Enclosed please find a Certificate Of Insurance for the above referenced Policyholder. Please contact us if you have any questions or concerns. Sincerely, Your Hartford Service Team WLTR005 DATE(MM/DD/YYYY) �. CERTIFICATE OF LIABILITY INSURANCE o411912024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATIONIS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: ROY H REEVE AGENCY INC PHONE (631)298 4700 FAX 12122192 PO BOX 54 (AIC,No,Ext): (Alt:,No): E-MAIL ADDRESS: MATTITUCK NY 11952 INSURER(S)AFFORDING COVERAGE NAIC# INSURERA: Property and Casualty Insurance Company of Hartford 34690 INSURED INSURER B: SUFFOLK SECURITY SYSTEMS INC INSURER C: PO BOX 1355 SOUTHOLD NY 11971-0929 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,.EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSR WVD MM/DD MM/DDIY COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE CLAIMS-MADE❑OCCUR DAMAGE TO RENTED 41 PREMISES Ea occurrence MED EXP(Anyone person) PERSONAL&ADV INJURY GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE POLICY❑PRO- El PRODUCTS-COMP/OP AGG JECT OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) HIRED NON-OWNED PROPERTY DAMAGE AUTOS AUTOS (Per accident) UMBRELLA LU1B JOCCUR EACH OCCURRENCE EXCESS LIAB CLAIMS- MADE AGGREGATE DED I RETENTION$ WORKERS COMPENSATION X I PER OTH- AND EMPLOYERS'LIABILITY STATUTE I ER ANY YIN E.L.EACH ACCIDENT $1,000,000 A PROPRIETORIPARTNER/EXECUTIVE NIA 12 WEC AX5X86 05/25/2024 05/25/2025 OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $1,000,000 (Mandatory In NH) , If yes,describe under E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Those usual to the Insured's Operations. CERTIFICATE HOLDER CANCELLATION For Informational Purposes SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED PO Box 1355 BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED SOUTHOLD NY 11971-0929 IN ACCORDANCE WITH THE POLICY PROVISIONS. 'AUTTHORIZED.REPRESENTATIVE �j u6`GZ/)C7), L�.CICitL� ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD f kxs a-sCE T ", ?s ' r"a rr ✓ / y F r i.'�' r 1 ✓ ay r /P(q..p.�/3l/qp qq �f�g}'y;pp��77rzp�qy/ggyy.:1 r ..< /�,`it /q* }�lrI ,✓',r y"R-5/!:w�,,-" r,,:;J 6' Y yj',✓5 r".,5 ,5`�'r'� regy r� F. -✓-�y.r��**.... �.f .- � UtV7ts U t� IVi,J 1YRR £_1/ ,�/ti` r +,rr r/ } /�1 Y<rr�� `.`;�„y r ,�. yav r �� r rf s"y� r 7 fy•�€7 ����au. � �� Vr��� '�'• ✓ t� ,.a f /yr / r-hy. fi' r �7�" z✓ adz./,5. ✓ rr �...,.�.-I f „rr r� .,f• i4�'�; � r r+�,�,�'r?✓� s ✓<r �?�<4� S Yuttsi�'tr✓is ^>ns,� .. �✓i£$ ,.�..F.f sl ,- % ✓ s`•* far, > / "'' /r5''.,='-y'' r /rs ✓.? yp Mpg •Y f-� sG,y�, �:r ar ��� 3✓ /� �;j r �� ':��F" u�: 'fry � :✓-� r¢ tv s .1� j ✓� a` �i "'* ,� °✓�T� �` y+"" ✓:4 u• ✓ r„ =r' ,4" FINE s;; ,�2' ✓i ,yq",,y r r✓ ✓ }y�'' '�s(yyy p��{ y§{y< - / .r '/ Y,€" % `/�' �ji f Yr/ : ,< / r $.,,. ✓ f$Y'"N4 ✓ � XSK:1 ?I✓Jd.d ;T'. ✓ X,,yw6 a S W'."' s`�'.:+' F �y ,, r / tsf r/l%/ /r t/r :j9 r f sf .z x ✓a'X 5"f .,sue- t / y r}fsry/j �y i -' ' v �,�,s /✓ ✓j r / /s+, tr .�•• p-rg-Cs�s � , %✓ss aN / r "GY 5r,<✓ t- N # L` •t'!3 F:: .y� .w r, /✓ / / z rt /r s£ i ,a ..S:,f'�w� s. dry. ,;'.'.rs y r✓ r /✓, r q ',`t3s'4,rs a ar ,r 'r✓ Ste , /.. v' <,s';' ':t` ✓pis sv�^•' -3es.: s,b 'a«n1, v t ,�..3'" xG s r=<r 4 fz.y f r s r✓ r/x i s % z,. aee'2.�'3u `�" F �.�'- ,,`y,.a, ,�a, Yyy lei 3 '�13 yYf�.X.r` �$ }� >3y r ;:�'" ,.�: y ,/:;+g` +K b'r' i ,; r,-, �p,� s',�„,y.. ✓.r v ,y 9:., .�:<.-✓'s Syr s. sK3 �:`3s 3 {/}F`✓ I"// } y�' .:� '� 33.d� k ' rT5j"' � $ da�`1 s F AY 'a✓r ,€N d '6"6j /✓/� ,/� ✓/ s ✓ dry ' ,r� /�j� 7� ''✓s'��✓c s ,�,3 S > r ✓ g° ,'g rg y'Y r3' srv, s., .•/r ,.Y'oF 4M�<a 3tz' ': �✓I. �t, 3 ''d.uf� s ` '+d r��'.S'� r`3'i`>i ✓ sG ;r'/ a ss,°%a ✓ r ",�//% r f .r ,v/ ✓✓'' td;a r/'S rfl+S''' •.�l,t� ✓ s✓! E'6� ¢.,rr. ,fi:g,�' 2q 'r � <5s4`s` .:3 .,* � �a ,:aK' IP .y` r fir :.. r %rE✓ €zF'9' ` /_<"r #�+M �, tr' ✓/ f v/✓:, 2 r /// ar H r y y .5' l ''r" fiS 'r.Za" o's ,✓rG; -/yr } r /' f'r^o-s'y.j,�z 5- s� r`•`�'✓"ar`''s '�'svy r ^� r -/ ,H..�- ,fi �� 1 �' .t3'r �s-1�'s4 s� c�,r' rr✓.�".�fi�f S'�s.'�' � ���'�, �/, � �y -.!5�s,,,. /"`t, ,fir✓ } 'si=. ((fi✓r ✓ f!r' ` /r �:- �r rsv ///r ✓r � /s , .rr. 'S'�,� �i i,. '✓'..-/ r .,fr�- s,.,�. ✓ i. t? �1`ts r r/,4 .I y:,. ri ys r ✓,�J✓ rw !4/. ,�: €r. -.fr �' ,rrr fr ,+� "` ,+✓' ti � r' ✓ /�c /a r / t y f3 ydyy / t s ✓ / /� err y ✓ � :i✓ � s ��'."5� 'i'a r Y✓r�'... / / ✓ S 'ry' l -: y / ,�r✓✓"f/ r v ,/,.�r 7•f y q„y ✓ r/Irv. `'9�� _} sr.T 3' - y /.`/;�'9 ar x ,r �R✓✓ r r j / s :a'✓ i / < s+� i �(y a :f.<✓ .✓ �1fv,^' 1 F �' �'�.;�/�.� /3'63 y s ''i . %", r� ,// `"� l�?,'� �w"//��/q ���R '� '�.R ,A��y�+v�`"p.&.�.. � � � ✓q�r''✓� fY'��.���(l` YY/ ", Y' ." / f E .•"' 5 J,�?' ^?'t+ 6 l ,.'� ✓J £,rf�•Jrr v' r` Fi €f >d.� F' !at/✓t+ 4 e` !- / r / y/ ✓ x a i✓ r✓✓ / y f � .,:.;/i ✓ 3 /�„/r"✓'sJ_, `�,s x3 ,. n r� :�'c r✓ ya ✓ y `C'C�3'�, 3�'s"�.. r:'.t =�r✓y / / / ram✓ v r ✓� .fir r✓ ( v i'`• 4'a` �/ ,/ r gy y�' Fr.:r 4vgxy fz `'°`*r^y ''' yyr=y /v' y ✓ii� r: ✓ : ,✓ g F ,7 rr / / // �f S y's5 s by f.'r:'� ✓' f.• 5. Siva �¢'�°-r .y -t / ; ' h/ /, F 5..,srr' (vM -Y•� .� ✓ 5' # r' ✓ 6. ✓/ .`r.j' "1b '} '"� 6"a ''rS;rf s, ,y,. ,r /'✓ x / ''✓ ,r ��.� x�✓+;may ,ry rr "''" / sA Mw h+�Y �" ,' r rr' , y f a' ✓ ' xr ✓r/r /X. r r ✓Y ✓ r,E`� 'rA.�' :. sfr :.�„c / ,.4s r./ ✓�.x k.fr;, 5�9 : `Y"ss'3 't;a '' r s� t ✓ /C /f */} /`�'`: ✓ r/ s "3 yy!s"'.,r y �` >ry :.✓ % 3' r H' .✓ 4 21 1. 13 «• :' .' '$ ✓ H ;a .y *."`i� �� `Y d,, 3 .Y.P �t t ` �3 :.�i'*k4?✓ /yv y a� 9`Y �i// sf rt ,•/yr ,dryy�`,„ 's?";qq, Y ,r,.f ., r5' -S .Er '>u`'' r s -=�yt�3',�'°"�s>L,:•gib 3✓�'! Y. '�i, i f• // / j#v�% k• �d'�F ^Y "r k,' Y ,✓i�Y � .j " ' 3� ,.. � "Y "J �✓�H Y'/4/ :i" „y 5. �' ✓y_', _;I IK /✓y / - ,� _ d f'sx' 'rf^" f' r:'s y✓"s$ v''-tr >zr✓" ! 9' €fgYga- /„✓'' r,> / e'r > +s✓ v' .z 'St/ /.r.r t� ..•,� ✓ y✓ yr a:-t rib .' �. ,.+f :: 3y a'tr fr/T` �Y'✓ a';r- t/� /rv/ •/ '/3 r,+r` TX firy '4r'rrs` ff✓ y q Y/-: a r �. ✓✓; r / ,€ r r •f'� 9/ rrs f ✓/ $"' ✓w-a.�s. / of `3'y///Y srr'./rv'r ✓, s,d s f /i i ti / ✓ ✓; ✓ -" ✓ Y y ✓ , sJ/ ✓ u Mi �Whstech�#spme�ztro Site lass Gfiused✓ r SAW f&IseSTjd' aheKiltt'a9{ r ✓ ' ,U :/ /r ' _rr•,-v„ f`� ,v ..r..�,: a •'a v' ) �z� ,F - �yr yY�'�Fr ✓' �^s v� �-� � t6 +f•7 €r. ✓. ,:v /Jr r ✓ r r :% ..r.,✓�' ,w.c f �,- y ✓,.:.f r t, 'r �/;;if r r S� s '/ ' r r�'.c f: .� fw-v U' '/'�3s"`'T`'•`r'' $a .„» " . ��g, �} 's >s Y �x ems,r.T'"w �s `s # z �' z�✓' r ��✓ �Y',,3✓ ,%r r, s, rt',�:/ � / 1r''� ✓.'r'�,�.,r'- .�'�1' ✓�v'✓/��y �,�f '° ! d'ti i" .,',{,^..:✓ ,ma. �fr✓ : '✓r/, ,,r%..-: ,f ,-'.✓ / f a // Y�'f � �✓ -�7�.it fr r&:� r l ��' ;, �"'�+, �'� �'r J,y /,.C",; ,,'>.�L?S`1�3r"3$.�ftBV`d��i� x�/ /� ,._. 9 s/ f.✓ �,af ,.✓/ �'s:: l„�,r„r's y'`f/�.�r.�r'ri`5'���r rr '.'.''/ /r /r�X ""`.r/•� __�1 ��r✓szs.e sw' 4.q� rr��'.'; {;s:v ,✓/,sr '"r r f�°i `f,,.r ..t`.<r�r✓ ,: r5-' ,f ,t'r :°Hi'r'✓y/"/' ry- /r,�y,/ / .r�r UNION , w,�l} _ "'__ VM 4o sori•� ,.y„„.., rr xn:?._: SY.d.:=e.. -w ...a�+. .c.c, LL r"y ✓/tpr��.1,,; Yr r ffzztt ��gg��yyCC ✓ .�"`// rrtt r'yr>/ �y�'��' ' r/ /.v'�,�"r✓.�.��� r:•^/.,. /%�. a/✓ s : �z .cam ✓ �< ✓ t .dl<Sd bYE+i(LtG ! rry'_ r t'`oleo f`' /' /.ri f ''Yr-✓ / / // rt" ' ✓ / / ✓ Y r ,F / y r-y✓ir 1.C} '9 ' < NO,', r `✓ s✓;< �/` .i i"�'.' ✓r.✓ �.... ,� t g' �; yr ,,;• .� /}}a�s��l✓ ✓ r /v.'. :r'`s rj4 � / �.;', ✓ ..: ,as r ✓i,a✓.r^"�3f s /rrr / ` 35a � 2? "s �r°ra'✓r r f /!' y ✓✓- e-/ ✓✓ //�b..ra. r c Y `ad^� '� „� Y �`rf t r .✓.r f 5 %: �. `� /✓.. J.r / 3rsrt y "fig,d;'v5 ,E9, .a':.,j/ +!�,=r, Max v✓ �:. r - � fbe 1Lt � r' rf ;r✓ ^"/ �r� '' sl ✓a.y "r'ys''� / i�?�.� y.<'.v�' r/ / ' r ,q/ r y ✓'ri r €`ist 5 ,d.'�'' `.• ','�sr �:' r.f r ✓„ y .���' '�` r g,.3�. ys r</ z✓ :3•.7 '� ✓fr y.,,.✓„2vs' r BMW `p.,s.� ✓ `f`111,r � �' / y i�✓ 5�.: i �&rG D}�, / �> >r>, h:?r f .Tf'', s�'.3 /r ,v`✓i .'v'" ,t" r f+i•- �""3.. $�' , p-:,�"j .:, 9gzg�.r... fir. j'-,€ ✓ f' ..� .mc ,sir' �w�'• � x y P -� s'�s s x ,s, S.r ;; :.<�d� -s i rl .s,�'Y' •/t" :; r::`xs/ ,2„✓ .r".,yi/ UA / .>nVAN" a ✓ Y✓ .r f ,.�` / ...�"r rE ;tom rrf r✓f :: c..,_r �, / f •: Sr/.', 6 7,, n`'�t y �+''�?' f: .,zrrry .t r' '_:: r 5� On 'r ,FFr ✓ h i-ar a ".. ^5 -;;.✓ *S"" '-y/' i.,,'✓' s m /3 ,r` / ,ssy... # f sus, s t ✓:: . /3 s/ v '...s' � ✓'w sr,s fiv ,; y </ 7 s/s ✓ %"fir'.-^•�'• r "ark _F� 4"- r F�?r ter/ ✓ ' ,k ' r /fir ✓ sf ry ` PBRAiiC4 DF�1E ,rujrjrr '. �' ::F // ✓x,/✓ �,. fl ✓/ y�"r°✓/ ors ,/<✓ .>F0, sn & r�,., ,�� ✓`.9 /' 3," r ' - 5'.c ✓ /" ,, � /�( /✓y y` S✓ter ✓ ' y rf-r/ �',✓' , ?,W,'• r v �x� / r�-r' 112€Y' /f S--r''g / MA Y X6 /f yr r - �✓��E/�'✓ ,:£ ���/� '� 9�' �^'xa'pp,,�� �• �¢ ..�9�� yy .... .r,� �r'r. rW e I,3g'� /r r ✓ ✓r s�'a" - } '" t'+ f ✓ Y #'SRq ^� '4'`r/r t r� -<y'ry :� '�= 1?. �.�.r R.. :,,l^>r r 3 s 5^<i' ✓,�... F „� 1Y" r. 3 .3 k� f�' ;; f; ;. /r ,€ r r 'r}i ✓f s!rJj o r,7 ',9aiy s r /; � :r ti � f / 'fir i .yf `/ } .�-. r�-xy f' r "`• ,-v-y /` r'� /Y s ,/✓r Tr` 3s �.. �< y/r f y.: � �✓ :r�N, / r� r � ,� 'area %, � "�' ��s� �� +������ �,��� ,,<r r� ,✓ r✓/� r fr r / `i r 2 -:/ v''' :ri / -yr ," ✓� .er., F,Sr:t '� ar v 3 I/ -c > f r�''> FAY 3' s s y � � 1 ,%y% r ✓f/r Isr .v yfH > /r ya- r. / .rg F: a I -/✓r s 9 ,/ __rr.3'- _1r.» E. yr' 7 r f�.� r s / t{� .,�' ✓ r✓ �'./'?�� 'E:� t$✓ � y,r�� j#�,� ;� /r 'E�yr�i 55-„s' .�,'3'/ Ysy, <`-"s y> s„- ,�' �l/ ,✓h' ,_:�',c r !.. r>.' '' r.",Yr `` f. ?' '.1y� ,r ,__F t« ter✓":' r.�f. . .,?'a r ,her a S ✓/y /rl`y ,<r s ✓a ,/,%` r r7'r •.s9'r xr .Yas-Y G rl',a° r r r '.✓F y .:,'✓7f.}„u� Ng p/ <•3' ✓ sil, s✓,o-/ s€` g r 1 ; l'"H r s S '� ✓ A��t r_ vrflrs/s. rs r ✓ y:h r ?.✓/.r€'�F - q / ✓ s / ✓ y; �/�3 r ..,"f✓`y ✓ ��/.fit r€ rr"y/. <ly Sr��J:r ay<,r¢'f:s( t'�/ #3s� 4.a ✓ r �$ //,". r s- jY�•�' fy' 3 r f �s : .'" ,`% {{ j •✓��, g„.,.yis� wY -y 9� •;,�¢ Y s(r<✓ x f g y "A,� � .� ':w« �' rrr�'✓w,+'°T � Y4 /!� t`'s s r f - ✓y r sv^"r✓-' x.t='. A "NUM ,y .'•9'�,".v i /,.. �� - ✓''/�/:: a'i r *3Y+-a5 ==yF'''°'° r .!a� ,.'H %l s ,�r'•;Y' yj »r•,,� d'v*,�' r s"sr tbr, -7 "'y, r,/ ,�Y :9Apw+e Y..: �, a "Y- � �^$,y� �✓ 4M y:�-_%rj �q:. �'x' S<, is Y${�f ,Ef?f .�� ��, �,r.+sr-. �r/�' �r �''�� �,y'y r.�✓y `{ �.r.r r�.`f'�< �' .� y�{�/ /Ey.�rfy 5 i�}('., �` �""� r°'.,<'c ii - Wrxs`r' u+b Jw +°" 3 ?""'?'3'y J'��' `�>7 ✓-/.r' ✓ ,?r r r// '> xy 7 f /�/ ✓ � ✓ rY� r r r ` � '''l g : !sr rF` .sb 4 ✓ /r wti/ �rr'.,5 x. �,.. >, '✓i".� r ,�',y§' /yf'"r /f✓yr y v'4afr €�r S I'// / r t .s +'3's..: t ys "/✓s� /.. ✓,. " ri( ` (p#w, 's e? ,s F '/ f<c-�/ar �-'r r ✓e",'y<° H/Y✓ -vS�y {,�' _ Il C80f, &$'}r! F� Um, <c/ ;F�/4 g.•�v,{.�' ,f S�� ,y 7. f rf �s yrj7�31^8 i•I'I5s} :1TE"1 S��Ck A'P r.; r'b'r` .vn=✓,,rY 3''A ✓ .w3 r n r)-` ✓�s lT.::; .,` 3 � a✓ < . r .�, /.9 ,4'- s s s r .e/� �f.Yr r 9'•, r / t Z; y; ✓r' ✓ i�i q ' �,y 9" / .i ar.'.' 3' >fzr"r-/,f N , ✓,7^' ^� "" 1� �.. �"� ��g €�� ✓;rr��� ��,r'�„,�.,�:�:9�✓,Fr/ �,�✓� fir"`_::: T✓,�,�,�'� '`F t `` ,�.�r✓az p r :,� � %:r r'r`�r'�':.%�' /`._ f`,✓ / ✓ ! ! n ./ f/'✓ vro'7" `''/y.v'r r /.��> / ! � r .r z�•,. ' .,' �w� 9' / y r !� � } a/ ,a r r�,r'�/r v✓s a✓���a �S' ���Y��� ,/ W, � 9 ', ,✓�� �✓' r� ,»r. �rg� ,� � s1 C7Uus`10✓$3(t , s'Yc 1}r 's s r s' ti /:^r/+ f'ry r{f,'� :,s'9`/i9ri ri ' r ,r t`r. " ✓z / ,�,<.,'�'/ ,<r/r/�Y e/ r✓si'-�y" ,y r' r r rri'� ,H' 6'yr ..r::�/��� F'Y Y y} +/.4'(.w :/E b✓ ... �'! €-_.....�... = r z...x�,.-�...z 3 �,a.- .•omens, �....L.° ✓ ,• .,w✓ r' a :( ui-.✓ f r.2'«.<a' ! rdr "" /`.�'✓ ,H,<i �i_�y _ 4... ✓x._ s ,✓ y .f y ! r r x r r ro:. x:l. ! ���..lit�IbtY� 3` 1kd 4u r M, a s ,{/�t�,''p; y,Q—p.yr r y y yk >r; ' t E3rC� 9 C! , I7!l Y 1 .� :/i / ✓ ; ✓ s vra•/? r✓/ T13 C� w �; '�- y Y r" ,+ ,, v �.` �¢y py yY y,/ 2 .'_ />E :v'Y,�,;: j'✓ s F' y I b" 8 .,,.E +'�a�ra"Fr�'.r/vS s r ::Aw/ ; t.., r/ s #-r x ry r .:w'%,�.r r',rr:, ,°y& Ss/-/ rvsrl,✓ :.,E .3,.+4„`!a% ggs' �``?^� F / ,y ✓! r Y 4 ✓ g(p r1. ,,''W.r /,�r / i t'/ '. 4q YC° + ,qF✓.�'f' 9 Y,".R'..�. fN ,yc b ,�f y ✓i,� lye ry,3R / 3± ,+ !>! r ,i.' ,.5s r / x X ' �/lfki / bgf,;:.�s3"'7h.fir"�:%'c�'`s� ��-3XXx�� �'.. t.s`T `L'Ywix/,y` ,':.f■JYro'+t% ,;;'s.r v '� 3z /, e .li +Y�.�xy "i ,'�/ s x:cad �'. f3/.' %' r 7 4"`r Y j7`Y >S.r', A,'�i:6iLr9:yy��A.1AS, 67A.w ,+,: ✓ S' d .k dd/'�f / /`5'3'✓ Q� fa!�' r F ,.3 x t ,� .r e // Y / ✓ rr/ y /r`/ ✓c'" ✓ ✓ / Yrw r .,/./,f r�'r� y' tt" r' �/ - X'�A, / - %^% 4 r !/ r y ors G r f ✓s t±p-Cps C R C ':/ r// ..�r �'z' ''�/ � ., .s r s'v I' ^`s.," d` `3r' r-)," .,�y t�✓ns�/r 3✓Z�`"9' / l s..r / f�, y Fi,""`,.,',-'XE�# 5,c� Yj G ,.t 'ry / / xF I r / y r ? / 9 y r /: x fV Y R; f! /r ."'"�a / ✓ 3' 7"��xk. 0 .d` ,.�, `z✓ ,ed "Ys n,/','/x ' .2.A, c /:.Y.',Y •# r:' ,,�� a r f 9y > >rr s'`" s "f rf. / �w,s... s'ax,r/rr�,/ F'r ": f{ 1,�s 1 / r�, z34a.... ^u ,^d` % c ✓#, .«' , % v' { •£ t i �'�?3€'✓x ! �' 5� ,` ,k'g 2 kT1 yy r/r/-•.� r�_ `"�£VOKE' x���,,;�� ' �� $Z s .'r ky*y ' r'� / �, �g, r g w r� ,.:�v 4 /z,y ✓.r' k rt;::: 'tsd I._' / lr` ! .�- ST/ ' 4 .Zt: k� Y, si. i� �:i s .�.� Kc £ / t ! S a /',.T s;y r.rt.-y ✓ i f/,ry .,. ! /�. ✓�y c ram, may" r. Ayf'sta .' yvS`✓ I� Al`W. `y, s SW' !# y 3 "' � q l H i i // ,:�"� S �xrR , 11 1, ,"� G� ^ y r ✓" ,r € 4 'Wwy.Fk', gxYS.a;*',y�,�.ar> .u,�, s! rp..r�9 f. `y .ii w r !;/ s; /Fr yy✓y' r ryg. r r 3iy i Y yly ! £� e>%7 �� 1 ;'I3. /�., ✓ / : a �¢ i , ('�r 1 ss yrr v s, "'! ✓ r ✓ is r z :r✓t r r",r xr' -3,w. f »>'' y✓w r_ J.z'r'.'_ ,w ryFr'r r"7.v r:f ,f,°` w /'. t r r �i / rix y / N rx - / Y'> Wr sW F / �q s vyvh/ k Sc ✓rt `R #; /fix ' /,.�, / ,,zf/rxr, y''r v" //-'`!y.'`/ r / r, yr' s £r C ayw r' ..,% ! r z c '�/Gs �r.� eky/: y �Y / fY`1r %�� 6.�` +"` 'yro was �r 9'"Y !!t z„',. '"," i / ! // 1 t /"`4&, J N i 's:2 � mw# �✓�•, �r + J'.�,. i f,'.. Y 9'4 3• > 59+ x s r / F s w ! '4 .y v s:,s�fr" g ,� ��'^{5 [ y'tF'" '` �N':vxt ' r>� �3 r !,�' ry o'er > . .�a'- r - / Sit h ..., Y l A h,$ .F yY Li �.f" fr 3 ✓ t //y J '" l"• <N✓� •r5 / .1 3s b;;r ti y / : g r. %', `.�</< s �l s r 2.x..� •p�,! dx.S- .s,`r'� ��';. y '�,'„'w'✓J ate- ''�'��f, ,a'ar-:z 5 .�=9�'✓ ,ws!//�,," 5 : %t/xis r,;.,, :s, ff/! •//r r'"r,�r✓FF W rS F< :.9f.. r "'a" 4 d" S' �'„y r, €fr Y:XS ''s x `'� / k' �a iy.t F .,v , ('/,'/% Y./ !/ / ✓ , k a�,Yy,, r f2Z / +3; ¢ g / r! ,'zr v.s 5�w,'' /.�'. r /r;,f,/ !;. F r /<f i R r R 9r & ,-'" a 6 / >r / y ✓lfx : F €s(;:V/ xi ; , r ., .r" , ✓ w/ F ✓ ��w m r f Wyss F x € 1 r r / i >/ sty I ! Y ! !2 r % 6 i•,"%✓ ,Y tl ,I,s' : //3 ��W :x y.w9' :j, �Jzrr'" px £' , ! rF3 r € �r xc �' 3''s ✓Y." j„ _ A �;. Iy xy r,Y G✓R' :ems /3 z?lf f�Yi! J9v, �.$sisr ry` � .. r .�-J- r F N €t9 5'SM�/w✓J,, �,M - �s /sv`s — ,F�,rry''. r r -z J/ 1 Wlr 3 � /s✓._,,'' w r /y�;r, -.sX "sS v?'.✓ ;.elf///n`r S.�i ! E l ✓-. 4 3 € r ! Y ✓r rf k6/ „S S 4 /rr /3sYa P 5 `tc/ ws/r r! ✓ yyxy 5 V / s y, Z" , .,r,' ' ,, •�6M....,6 ,ry.:.vf„ xf �` 5; �> �2 u�� �Ss ..a:, r s' s r /,ti yY /r ,r'/iF..y,1.. . "/ x /, a yl vre •f s 'w/ fi�?�, .,/.��,y e v ,, Y' a § a" "� v- a.,,€' g, F `f ' €'4'8' -'� � E ^s3 r > z'Yi' l rr J sy /„ y q j rs S D l.�r lxY r r ,h ':J,'�'3', I.,^.'' -iP�3 '>'✓ .s"� �, — �' 2' r :i. s f / .' ya �e .. ,s ./rx�rYi �*��i , .M 8x`#�#}x .3fflrg y .k �Yw.' t%� x`,y 1r ,�.r£yy kr./ rti 3 s " , /`f ` sr/✓/ <` x9a"" 'd of : �wr 3 ,ar q /xis /' //- 3' y '.✓ /', f'w r: .�✓r t� /.✓'//v'f ,✓W, xa 5 ✓/ r !`y`/y% r .�rrr; Y/<3r v/ >s& 4"WG /15'0 '�3, '" �, /yy. .� y./'s ///,.; yy �;rs,az hr^ ;.,y., .E y" r.s,r, r // ..xl.y r f r r./ y y Y✓y2: - �.t / kS' ryr'v � ✓,:.5�,1, ... `':' '. �Y".t";/ '�lditi38Aus, h Y-"."'41 E18AAi3tit&CtCAJ ISk �185 G8�u9@41'`xy r. r ,r` r / s rry ./ ,( !✓/''�v ;/`rk 9 ✓ .z •t !°F _ - ',: q r r"' x t ,' a'" y / M/ t3 ig1 8E$2 fi<'tk4G{i o iXef)✓ /y /r° r�` x f? ✓ W x -$, ✓!✓,� sa / z �3.jw€y�/ r ?�. 'a' y�✓ '• slay �� F P r v r t Ma'r S, '- � x /fz' E a' r✓F,.�,/ a .,.y s•.v` 3'' r, ..r y' _:x �,.z,b3: ,v''' x .. /k r S y x" b',rs f t� , 'I in�z '' '`!/'� r'�gr�� �' yam' z€€ i z " �, ,,-!«!,� >_ s r'S✓' 3 8 6:",`� y xt r 4 r. >s ,y. f. / SI. 7. "` ."ez x- ,.v r / s `.Y�e✓°'s✓ -.dr 1l r z,/ r y s :✓Y, Y E.. s�./.y ' !' !✓ '/r r l x �✓ � s f�✓ ..W`� ✓/1'. ',�i✓ : �..W F.ry y r' ;r�r'S`9'✓ Fr'" s ~� .e ✓F.✓ i ! �✓ /:� ky:r f � , , rz l Sy : '"`F � � `a / £ r � > s" f ; 5#6138dRev 3r61} y rxr rz yl � / / r a liy / W / ) /y 6/ h r; .x✓ ✓ ::,w..�x✓, a <9" s w' ,. �.xy ��/ r'✓,c '/mod •. m'�.4 i t 0— s " xY' —22 �✓s' w.+YS' w r '`r' ',•. M— `•£.C.X ._....._..�� @.X C. _— y. ...s.Y.^A W.2•::•" Amm :•4F ..O.lS'dN.,, v,'— .lS ...d- .,ffi ., ✓ ..,: ✓'�/ /. r✓ ry r,a/✓w v.tt., ,� a.,av,3 ;T .rl :/ / a 'j"'_" i! r t l EF! / y /// /d9%1" s7v'w�/�J'..9 sy✓ ,✓ r/ r .� /;"S s" y 3,�, y �j-^--t I.1t1C�l# sIC? 11 F ✓ y r f/y r� F d Rt3F i C, U/ > 1 Ikt L''� tizr' y!,#. r✓ .R.' y ,f yvx ,%/`l "'xv /rr`� �`/ �v�y + '� f' y ..�" ✓r' ! ayU�,"s"� r,"" Wp�p qy+� + % ,".,�Yv'rw ➢Y 5 C -"`v's;'."n sS.s� y�,y w' z"tr.: 4�rr''f,' s.+'f'+,�.w, ¢�y Srb !/y" "ry_ // .�Y,wr s'x�"av tiA�$'i 3 ' / ys3 f/ r! r r my s s+e n t £w sx a ,' a x../'" v zi'yt' .Wa t' a"r tr3 __y 5'� s -,,y, a: h..X y tx✓,. r` yy /.'' .,T �. !r>:± /f /. vixo-,.T..<r r"' Yaz.v,jsi'-�,g �w" ya`,� ,. Ew�q ,€ //.✓ �v z/z /x, #x F'i� §' - y e� '/v; 9;_' ,'"' / l ./, 5 > 3 y j >'i£I�f yy sy'�+' r' �,,'T{ A�;;++g� s':��'-3/3 r/: g r r ,fi ^��.d' y r %5/'x: ''/1'// j r /, %,. f y y r ,y ..r ./ Fz' ✓ ✓ y., /... ✓�,x i/ / %✓, .✓ ,,"^ s/'yv r'.: fF✓/` ,/�`/✓ //,yam/� ;.✓/ /ss".-' r r�5 's % y xs'•r r's., ss r/r W/ c/y/+;.s �^' , y f s/ Y > /f g� .,p ss„s .s,n�✓' :. .. z"n (( 1:;/.,` n y.;, Xy✓ N' ,.-_ r.Y ,✓/y,' v J. "J''/.,v'is x .✓..rr✓✓ ,',' // x✓ r o9,hr,,�O , tt 55% yr i gFTS` CTIVE';D�>k,^'-: 3 s s:. a d j�`N, '' g :ems !, r" S'F ^,' sr v:; v5'`t �s °'" .;aWx' " y ✓s e Y' x :.y"�y r` .H"3 a y !, y -.0 x;s� .. ,� /U✓.h-ryr 3.fi" s y � � ✓l ,s � `�'F P: ,.,.�.' {1 `� ..f i -:" ,r ,gig #t / # 'rs r l S v ✓ s € - y Z y LZt s d jSy Wjr € r' ^'"" '' � ".,�.r r: x„ _ '� s s.yY 4W t'x }�v Ej .rr,. .�F,�� g,,, � r /' x r: ;✓!,'�' •v ,�.` l�/ A wF5,=;- / .F 'EY ^�,f•."W /Y wFi 1 T$ �*.- a 'i� /1'f.+�f �. ;`m ,`�; t �„ r ,t 9" "9' :✓a^a �; ^'z !l'' �^�,�,"�r y ..fr w-a! "F3".z% ,c,€ W .7`n✓i .,� .;rv°' s,. zs ,fw/ : t f.Y .c /r / >' ;✓,�: l S ,�'t. t, v � � / ,>r'ar J.,. ✓ 5! t . r # s / n / s` ° Ry dam. yy$ w p W � � F/�y rl,Y �r 1 ; ��., ✓ l Nrr n yr✓ !r. #� ,� h '*$'6'a2 rr'.�y� fi"� r y a t+s' w%.y;�y,3}s✓ -v "T..i; "` ,+ .. .✓ � - yl,.zf a:."v a, ,,�., ¢' € .js/'"" ''- i'a /.• `.' ",I-0 r.;/ y sy r� 3� !!',,y z,�€ i .�5"'a`Y rf✓,.nj ,/`,-;,,,F!p- xgr�y- t ,// ' r'f r� § f x 3„/ ,,y,. E }.n'J'/ D�� 9d i.4',zu".f' fr' f4 kl,,''✓ .%J y,' 3'r,.y Fs'.. %ri z.3 ,3 k �r 5� 1 Y ;"'�'zz'C C>,-1'.R 7 :�ya .;^II Fx/r;^✓K,' /r --/ y .� �+� ✓,s" T3„ ?'i"y /•-0" ?-� a�.�.n,,ry j3mr Y✓'. '3' 3,��'T y :/x/ " 5� r ti !,r 9ni'zryc�,r.i .,{ IIa 15 /lt./ "yy/ fff ytY/ Y!/ v as F.x'y-. / ✓ s� Jam"? -F' /y ,. .:r.F ,a/_ y v - ^j ✓.xF !/✓ „/ !rr x'S/�'✓y 5's?.�.,.,E:. /,yW! ram, /j s/1 �Wr r. yF`; 5''�9'�� '�: ,✓. �r g ✓,C3k�Y "�'-U,1,. j 9 W Y vY ! g, Svc s t g n '/ t z. r;✓> S r' .✓ r §;� Ll, '3--, "9-0 rJ" a s,"tF /s6 5 1 i F y ✓ r�l / ✓`n / w rza r 4 y r` Y w /R. ✓y ,'"##^�/. v rw "`' x ✓'ter;'- ,s''/3. ✓.r > :st /�.E£,_L � ! .5,'.�s y'y .s. sy F ,��` "' 7b S`. 3 x ✓''#�.'y '� r ,✓ '". ✓ y '/ a' v J! x: /"" /xX y r, /x .✓ !d✓_,/ .k r ✓ `` .: —. �+ r ,r�• 3 W::.rf�v H / .t ,s/,tis ar< y _r. ?� v Z- ( // '6 r !i y� ✓ /s-r.a y%..z 7 y 3"' '�/ s°• sE x /! rsy✓' .,'g�.�'.✓' .Y .?", y // 1?i✓/ ,rvr 7 ayws llf:.;ryi✓/ _:/�k f r if s�'x:5 "� y :. W .P a j I . /` y zwxr `T 5 rl+�,:. / .Y '�x/' z Y "� `y r r°' -X/W y3'F 3�`Y- f r%1�...+,. ,�v. x yr r -/ tr`y-- ti! x s .r,"' & }5 p �p$ _ ,z v r.- /. r ✓ s //x.{ / k.,. ./ ✓ G i sY r` a.",''z�y �Hw�X T / ;IT.& �"3- � t"Ya 5') y s€ ✓7'or l ,x/� n�'x ✓.,''t,' — '!Y/ ,, r /ry F>. 13,y/y rys'.,c 3,�' ✓� 5�i.. ✓rrr.�' ,a S, 's y, :v!""r ✓ :a'?".-s�4'` _ r,ref 4, fir? r, st .✓f<x�' : n! /;Y. 3 j T ' r'y,{y 57: Y y/ y ,,-, ,— , r.. �✓n" .,T,F/ 5% G` .i y Y✓yr, .U'/� S ',.f->� r / yir` �✓ fA/ a/ 3 e ' '_" xFy y rw, '" ,tf r+ s lrrw v rW i ..!r ,19/' fr 9' err ' r' %,+ 3Y�.z' ✓,s.'y✓, ,z"'.z r /4` s' .;� rr' r fy W✓'r f'k"� -1r 5.�!'/�.� fr j,�YY r7 �" '`/ �:/i ��.lr�`t'J'r i .r`�„� �.�, 'y.r / ��' �E�t y t ✓ ✓h �% / x`i r f✓/;.q y r w >�W '.' , '../ /3y. '--a '� a.// v 5 Y v F �r my',F, r �r y'l ,.,, (+.y'S.re r y y ./."5'%" J F'k�y/ >,c- s r v N 3 f i Fxf.</./r'c'! / ,. .°a^.',. ''Y'' � �'`c 'Y }w ^✓4' '� r W y.�E ✓it ;r s,.r / S rs s w ! ir M! r{r/ rr/ r =.:y r y ✓.w:,, a ...r, d.z..x r ,!.�,s FsW" '3' "'" r, l'„ •' s, /✓", `,# '`' >.W' t� lifi z! .� F r i,.��'F v '< �,r{'"`48"..t w v E g ,'. E 3v,,,' , s}`7y pr ' ✓r I F:, x5' e�'� ?C .^ .k/?✓i z/1...,,� j �. !� x f +vg$�'`g .s_ F i `ry+ .ffi�13' y �a � Y`r,` �=:f ,+' �,� ,$tS4r y -:b 5 ! vc. w,S' ty rs y.':,� t ' ✓., r✓ e;` �' 3.'.€$zH �✓,a '/ rvgs ✓i � r�,. ,.�/yrF"' 4 `/ fit/y.<lr 1.. F/:,: b1 ,, yi"�r s i .,� V «/✓ rl':w r t �ro /x ,� Y / a x'>"l .✓ /,tws ✓`. W.l, l$: <r/ra ;F r '' S! 4 t x l rr r� v:: / y ,!✓, ,� y 4x,", /'W -,�',,,' '.s.�f/�< / r .�.r✓' /r,� .r / u1 /'i y } // r / ,,✓ : W 3 3 3 r c/ k#/. �ffi'�..�'r r,ri r !3Wi. r:n y Gt` ... ,S s s w v,a F y % , a 1 0 rz/�"'y, -, x �y b (ri 1�t1eS5�t esOf'#16 C1 3 r1Ci1831f Cf^atR Ia&4 € s r , / X5 ,.a k Ww / �✓ y / r fv� �f ?T -AmlirtD, ' f�u�tT�'fi4,i,Xy6 /rr / i r "`'z r .f r $�.,v'€y✓'✓'y s s• �' ✓ �,11r' / �I> W s:. f.. :. ✓,$ Y Y"/ ..v xI y fF r / !s'' �aarrty gF� y Y;` r w-w.vzE,,.,r r/. �s r�z,�.✓r Asa ,y - w; ,fkFz',� W .,„fir'" `.s �a '' y J. ..5 ,.;'`7 / s j/ r / / i bar "5 Y. � ✓ Iff ,ram .v '•, ' s z:Y , y 'z",r> jv ✓:. r .f a ," ✓ „�,,'_•!/�fx'g .�. / F"Y y / W :y� ,� , 4� �„ ./ r.W,r s' ,,`^ v-,M.Y a z k i�.6 s a - ! , i I `". / /'`/, ';':✓ ," /t g y a�f1 %„'✓!'//w,'�r''v /h 5' i'✓,'"�'/ '% ./ ,.a. , 3':r'lY,zr fi ,:,', ,y„r:' ;w r "+t. x 5'/ "T'✓'/y,;" . OC}S 1fl9 fk c 3cYY} F l r; r y YJYr ..✓.' r v /; y/ Gr& '$�w e a P y l x;sY t'r // s a✓' '',ry,y-fYy �.✓ ! r /F r/^`/,x ✓ v /f/!� a x/ F /y s , '✓Cy /Y r ✓',�,,, rr'✓,.'' l � / '/ x�,._ fix/fix*-., // 'rvr/rrtary ,✓r Co figu�rafiion Report Distributor's Name SUFFOLK SECURITY SYSTEMS Address 50300 MAIN RD SOUTHOLD NY 11971- (631) 765-5262 Email Address: INFO@SUFFOLKSECURITY.COM Report Created on: 2024-04-18 7:59:21 AM Page 1 of 4 CUSTOMER ACCOUNT INFORMATION - 1 - Panel 1 Customer Account Summary Customer Name: Old Mill Inn & Oyster Bar Contact: Anthony Marginetti Customer Phone : 9175353777 Address : 5775 W Mill Rd City: Mattituck State : NY Zip : 11952- Panel Phone Line1 Panel Phone Line2 : e l.t Email Address: INFO@SUFFOLKSECURITY.COM Report Created on: 2024-04-18 7:59:21 AM Page 2 of 4 w011iii LISTING. - 1 -Panel 1 Point ID Point Name Point Type ECSEvent Location 97:M001 Entry Pull Station Addr:Init:Switch:Manual Pull Z1 97:M002 Deck Center Pull Station Addr:I nit:Switch:Manual Pull Z1 97:M003 South Pull Station Addr:I nit:Switch:Manual Pull Z1 97:M004 2nd FI Pull Station Addr:I nit:Switch:Manual Pull Z1 97:M005 Attic Pull Station Addr:In it:Switch:Manual Pull Z1 97:M006 Kitchen Ansul Add r:Init:Switch:Manual Pull Z1 97:M007 Sprinkler Waterflow Addr:lnit:Switch:Waterflow Z1 97:M008 Sprinkler Tamper Addr:I nit:Switch:Manual Pull Z1 97:S001 Dining Room Smoke/CO Addr:lnit:Det:Alarm Fire/Alarm CO Z1 G1 (Intelligent Base) 97:S002 Kitchen Heat Detector Addr:lnit:Det:Heat-High Temp Z1 97:S003 Oyster Bar Area Smoke Addr:I nit:Det:Photo Z1 97:S004 Recreation Room Heat Detector Addr:lnit:Det:Heat-High Temp Z1 97:S005 Recreation Room Smoke Detector Addr:I nit:Det:Photo Z1 97:S006 2nd FI Smoke/CO Top of Stairs Addr:lnit:Det:Alarm Fire/Alarm CO Z1 G1 (Intelligent Base) 97:S007 Bed 1 Smoke Addr:[nit:Det:Photo Z1 97:S008 2nd FI Hall Smoke/CO Addr:lnit:Det:Alarm Fire/Alarm CO Z1 G1 (Intelligent Base) 97:S009 Bedroom 3 Smoke Addr:I nit:Det:Photo Z1 97:S010 Bedroom 2 Smoke Addr:I nit:Det:Photo Z1 97:S011 FACP Room Smoke Addr:I nit:Det:Photo Z1 97:S012 Attic Smoke/CO Addr:lnit:Det:Alarm Fire/Alarm CO Z1 G1 01 Itelligel it Base) Email Address: INFO@SUFFOLKSECURITY.COM Report Created on: 2024-04-18 7:59:21 AM Page 3 of 4 A FRCP B�ATTEiRY:B`A, KU'PCALCU LATI®NS Project Name: Old Mill Inn Address: 5775 West Mill Road, Mattituck, New York Date: 2 April 2024 CURRENT DRAW IN AMPS STANDBY ALARM EQUIPMENT CITY AMPS I TOTAL I AMPS I , TOTAL FACP Silent Knight 6700 1 0.1650 0.1650 0.3100 0:3100_ Silent Knight Annunciator 5860R 1 0.0200 0.0200 0.0250 O.0250' SK-PHOTO-W addressable smoke 6 0.0002 0.0012, 0.0045 b.flZ70 � SK-FIRE-CO-W addressable smoke/co 4 0.0002 0.0008 0.0045 0.0180 B20OS-W sounder base 4 0.0005 0.0020 0.0350 0.1400 SK=HEAT-W heat detector 2 0.0002 0.0004 0.0045 0.0090 SK-RELAY 3 0.2550 0.7650 0.2550 0.7650 SRLED System Sensor Strobes 6 0.0000 0.0000 0.0180 0.1080 P2RLED System Sensor Horn/Strobes 61 0.0000 0.0000 0.0350 0.2100 SK-PULL-DA pull stations 5 0.0004 0.0018 0.0004 0.0018 SK-MINIMON addressable modules 3 0.0004 0.0011 0.0004 0.0011 HW-TG7FE Internet/Cellular Communicator 1 0.0180 0.0180 0.1100 0.1100 System Sensor SSM-6 sprinkler gong 1 0.0000 0.0000 0.0535 0.0535 'Total Current Draw A 0.9752 1.7783 Number of Standby Hours B 24 Standby Current Required=A(STANDBY)x B C 23.40 AH Alarm Sounding Period in Hours D 0.25 Alarm Current Required=A(ALARM)x D E 0.444575 Total Current Required=C+E F 23.85 AH. Factor of Safety G 20% Min Amp Hour Batteries:Required=F x G H 28.62 AH Submitted By: Paul J. Romanelli-, President Company: Suffolk Security Systems, Inc. Reviewed By: O� .NEW Company a • R. UJ 05 A 5 4 V: MAY - 1 2024 .L' �' E o FACP BATTERY BACKUP CALCULATIONS Project Name: Old Mill Inn Address: 5775 West Mill Road, Mattituck, New York Date: 2 April 2024 CURRENT DRAW IN AMPS STANDBY ALARM EQUIPMENT QTY AMPS TOTAL AMPS TOTAL FACP Silent Knight 6700 1 0.1650 0.1650 0.3100 0.3100 Silent Knight Annunciator 5860R 1 0.0200 0.0200 0.0250 0.0250 SK-PHOTO-W addressable smoke 6 0.0002 0.0012 0.0045 0.0270 SK-FIRE-CO-W addressable smoke/co 4 0.0002 0.0008 0.0045 0.0180 B20OS-W sounder base 4 0.0005 0.0020 0.0350 0.1400 SK-HEAT W heat detector 2 0.0002 0.0004 0.0045 0.0090 SK-RELAY 3 0.2550 0.7650 0.2550 0.7650 SRLED System Sensor Strobes 6 0.0000 0.0000 0.0180 0.1080 P2RLED System Sensor Horn/Strobes 6 0.0000 0.0000 0.0350 0.2100 SK-PULL-DA pull stations 5 0.0004 0.0018 0.0004 .0.0018 SK-MINIMON addressable modules 3 0.0004 0.0011 0.0004 0.0011 HW-TG7FE Internet/Cellular Communicator 1 0.0180 0.0180 0.1100 0.1100 System Sensor SSM-6 sprinkler gong 1 0.0000 0.0000 0.0535 0.0535 Total Current Draw A 0.9752 1.7783 Number of Standby Hours B 24 Standby Current Required=A(STANDBY)x B C 23.40 AH Alarm Sounding Period in Hours D 0.25 Alarm Current Required=A(ALARM)x D E 0.444575 Total Current Required=C+E F 23.85 AH Factor of Safety G 20% Min Amp Hour Batteries Required=F x G H 28.62 AH Submitted By: Paul J. Romanelli, President Company: Suffolk Security Systems, Inc. Reviewed By: Company and Sta 01: NEW Q't NI R. so D,F, ly LU Lu r• ��FO �S3455' nR� �,P.. MAY - r F s stm 1 2024 f_`., L Y S Floneywell Addressable Fire Alarm Control Panels . ®SILENT KMGHT 6700 Addressable Fire Alarm Control Panel The 6700 is an addressable fire alarm control panel(FRCP)that is a direct replacment for the 5700 FACP.The 6700 can be configured to achieve a point capacity of up to 100 points.It has one built-in signaling line circuit(SLC),which can support 50 System Sensor'(SK) sensors and 50 SK modules or 50 Hochiki°(SD)devices. A common communications and annunciation link allows up to 17 panels to be connected via copper or fiber optic cable.A designated panel is configured as the communicator for all panels in the link for convenient single-point communications.The 6700 also has a built-in, dual-line POTS and IP communicator with additional cellular options available. 6700 The 6700 system can be enhanced by adding modules such as the The 6700 supports a variety of devices,including 6860 remote annunciator which also has four programmable function the 6860,5860,and 6855 remote annunciators, buttons to help automate tasks and reduce time spent at the panel. 5824 serial parallel printer interface module(for printing system reports),the 5496 NAC expander, SWIFT°wireless compatibility provides options for wireless detection 5895XL power module,and SK or SD devices. through a Class A mesh network.It is ideal for hard-to-wire locations, buildings where new wiring is not allowed,or to provide an easy install fire system for new construction projects.SWIFT devices can be combined with other hard-wired 6700 compatible devices.SWIFT is only compatible with System Sensor(SK)devices.It is not compatible with Hochiki(SD)devices. The 6700 also has a form-C trouble relay,two programmable form-C relays,along with powerful features such as drift compensation,pre- trouble maintenance alert,a built-in sensor test to comply with NFPA 72 calibration testing requirements,and calibration trouble alert. FEATURES & BENEFITS • Capable of providing • Convenient • 6860 annunciator with Programmable date 125 software zones up to 100 points to field-upgradeable a 4 x 40 large display setting for automatic and 125 output satisfy smaller firmware • Four user- and convenient groups for flexible installation needs . Built-in dual path programmable buttons Daylight Saving Time design options • Connect up to 17 POTS and IP minimize time spent changes panels on one site with communications executing complex or JumpStart"auto convenient single- with optional cellular routine tasks programming reduces point access using the models available for Built-in USB interface installation time SK-NIC Network reliable backup for convenient and Interface Card. reporting Connected panels can quick programming have mixed compatible FACP models - t SIGNAL LINE CIRCUIT(SLC) PROGRAMMING ORDERING INFORMATION The 6700 SLC loops support multiple The 6700 system offers several options 6700:Addressable Fire Alarm device types,maintenance alerts,and a to simplify and speed-up programming. Control Panel.(Red cabinet) built-in sensortestto comply with NFPA JumpStart"auto programming 72 calibration testing,requirements. COMPATIBLE ANNUNCIATORS q minimizes programming required to start new system.The built-in keypad, 6860:4x40 LCD remote fire INDICATOR LIGNTS annunciator(4 lines and up to or the 6860,5860 or 6855 remote • General Alarm(Red):Flashes if in 160 characters)per system;four annunciators give you on-site access to alarm;solid when alarm is silenced current system programming. programmable buttons • Supervisory(Yellow):Flashes if a Programming can also be accomplished 5860:4x20 LCD remote fire supervisory condition exists;solid using the Windows-based Honeywell annunciator.5860 is gray;5860R is red when supervisory is silenced Fire Software Suite(HFSS)program. 6855:4x20 LCD remote fire • System Trouble(Yellow):Flashes annunciator SOFTWARE TOOLS 5865-3 or 5865-4:LED annunciators if a trouble condition exists; SKST:Silent Knight Selection Tool la u can display solid when trouble is silenced p Y p to 30 LEDs(15 red and provides the installer or design architect 15 yellow).The 5865-4 has key switches • System Silenced(Yellow): with a Windows°software system for silence and reset,and a system On when an alarm,trouble or configuration tool to create a detailed trouble LED. supervisory condition has been Bill of Material(BOM)and battery 5880:The 5880 LED/10 module Silenced but not yet cleared calculations. has 40 programmable LED outputs • System Power(Green):Flashes HFSS:Honeywell Fire Software Suite and eight supervised dry contact forAC failure;solid when provides communication and panel inputs which are useful for custom power systems are normal programming,detector status,event applications.You can use up to eight USER INTERFACE history and additional data. Requires a 5880 modules on one control panel for The 6700 built-in 4 x 20 annunciator PC running Microsoft°Windows°. maximum flexibility.Its compact size with 80 character LCD display ADDITIONAL INFORMATION allows mounting inside the annunciator, and large easy-to-use tactile Twisted-unshielded pairwire is or in an accessory cabinet. touchpad can be used for system recommended.The 6700 also has 6700 COMPATIBLE DEVICES AND operation,programming and 13 preset notification cadence patterns ACCESSORIES maintenance.It has five LEDs for (including ANSI 3.41). See the data sheets listed below for a complete listing of the SK,SD or SWIFT alarm,supervisory,system trouble, AGENCY LISTINGS AND APPROVALS devices. system silenced and system power. NPFA 13,NFPA 15,NFPA 16,NFPA 70, 53623:SK Devices Data Sheet 53624:SD Devices Data Sheet System operations include silencing NFPA 72:Central station;remote 350614,350616&350618:SWIFT alarms and troubles,resetting alarms Signaling;Local Protective Signaling wireless devices and the display of alarm troubles and Systems;Auxiliary Protected Premises For a complete and current listing of Unit;Water Deluge releasing service. compatible devices and accessories,visit memory.The system's non-volatile g g www.silentknight.com event history buffer stores 1,000 Suitable for automatic,manual, Important: You cannot mix SK and SD events for viewing from the built- waterflow,sprinkler supervisory(DACT devices in the same fire alarm system. in or remote annunciator.System non-coded)signaling services operations can be initiated with a • UL Listed:S2766 mechanical firefighter's key or a • CSFM 7165-0559:0501 valid 4-to 7-digit operator's code. . FDNY COA#6250 Page 2 of 4—3516073 9/26/2018 N SK COMPATIBLE ADDRESSABLE B200S-LF(-IV,-WH):Low-Frequency WSK-WGI:Wireless Gateway DEVICES intelligent sounder base WSK-PHOTO:Wireless Photoelectric SK-ACCLIMATE:Multi criteria B20OS-LF:Low-frequency intelligent smoke detector photoelectric smoke detector with thermal sounder base WSK-PHOTO-T:Wireless Multi-criteria 1351Ffixed temperature 13224RB(-IV,-WH):Relay base photoelectric smoke detector with thermal SK-BEAM:Reflected beam smoke detector B224RB: Relay base detection(1350F fixed temperature)and without test feature B224BI(-IV,-WH):Isolator base B51OW 4"base SK-BEAM-T.Reflected beam smoke B224BI: Isolator base WSK-HEAT:Wireless Heat,(1351Ffixed detector with testfeature temperature)and B51OW 4"base SK-CONTROL:Supervised control module SD COMPATIBLE ADDRESSABLE WSK-HEAT-ROR:Wireless heat,ROR SK-CONTROL-6:Six circuit supervised DEVICES (1351Ffixed temperature)and B51OW 4" control module SD505-6AB:Addressable 6"base base SK-DUCT:Photoelectric duct smoke SD505-6113:Addressable 6"short circuit WSK-MONITOR:Wireless monitor module detector with extended airspeed range isolator base WSK-RELAY:Wireless relay module SK-FIRE-CO:Four criteria fire and carbon SD505-6RB:Addressable 6"relay base W-USB:SWIFT Tools USB transceiver used monoxide detector SD505-6SB:Addressable 6"sounder base for communication with SWIFT devices SK-HEAT:Fixed thermal detector(135°F) SD500-AIM:Addressable input module SK-HEAT-W:Fixed thermal detector (switch input) SBUSACCESSORIES (1351F),white SD500-ANM:Addressable notification 5496:A 6 amp notification power expander SK- module with four power-limited notification (13 5°F)HEAT-HEAT Fixed rate of rise detector SD500-ARM: Addressable relay module appliance circuit outputs. 13 SD505-DTS-K: Remote test switch 5883:Relay interface.Provides 10 Form C SK-HEAT-ROR-W:Fixed rate of rise detector SK-HE),white and LED indicator for theSD505-DUCTR relays. (1350FSD505-DUCT:Addressable Duct Smoke 5824:Seriat/Parallel printer interface SK-HEAT-HT:Fixed high temperature Detector. module for printer connection. thermal detector(190°F) SD505-DUCTR:Addressable Duct 5895XL:Power supply with six Flexput° SK-HEAT-HT-W:Fixed high temperature Detector housing with relay base. circuits,and two Form C relays.Max.16 per thermal detector(190 F),white system. SK-ISO:Fault isolator module SD505-HEAT:Absolute temperature heat detector.Trip point range from 5815RMK:Remote mounting kit. SK-MINIMON:Mini monitor module 1350E-150OF(0°C-370C). Dimensions 10 3/8"W x 10-3/16"H x 3"D SK-MONITOR:Monitor module SD500-LIM:Addressable Line isolator SK-MONITOR-2:Dual input monitor module COMMUNICATION OPTIONS module SD500-MIM:Addressable Mini input CELL-CAB-SK:Cellular communicator, SK-MON-10:10 input monitor module monitor module(switch input) metal enclosure with lock/key* SK-PHOTO:Photoelectric smoke detector SD505-PHOTO:Photoelectric smoke CELL-MOD:Cellular communicator,plastic SK-PHOTO-W:Photoelectric smoke detector enclosure* detector,white SD500-PS/-PSDA:Addressable Single or *Sole path,powered by panel. SK-PHOTO-T.Photoelectric smoke detector dual action pull station IPGSM-4G:Dual path fire alarm with thermal(135°Ffixed temperature) SD500-SDM:Addressable smoke detector communicator,cellular and/or IP(primary or module backup,selectable) SK-PHOTO-T-W:Photoelectric smoke SK-IP-2:Remote reporting via the Internet. detector with thermal(135°F fixed AUDIBLE/VISIBLE DEVICES Requires a VisorAlarm°receiver atthe central temperature),white These AV devices are atl2-wire.Color:"R" station SK-PHOTOR:Photoelectric detectorwith indicates red:"W"denotes white.For a remote test capability complete listing of Silent Knight AV devices MISC.ACCESSORIES SK-PHOTO-R-W:Photoelectric detector SK-NIC: Network Interface Card. Provides a with remote test capability,white go to L/CH www.sitentknight.com.Walt chi m. common communications link for the 6700 SK-PULL-SA:Addressable single action CHSRL/CHSWL:Walt chime/strobe 9 CHSCRL/CHSCWL:Ceiling chime/strobe SK-NIC-KIT:Installation Accessory Kit pull station SK-FML:Fiber-Optic Multi Mode,transmitter SK-PULL-DA:Addressable dual action pull CHRL/CHWL:Wall chime and receiver station HRL/HWL:Wall horn P2RL/P2WL:Walt horn/strobe SK-FSL:Fiber-Optic Single Mode SK-RELAY:Addressable relay module RBB:Remote battery box accessory cabinet SK-RELAY-6:Addressable Six relay control PC2RL/PC2WL:Ceiling horn/strobe for batteries that are too large to fit in the module SRL/SWL:Wall strobe FACP cabinet.Dimensions:16"W x 10"H x SK-RELAYMON-2:Addressable Dual relay/ SCRL/SCWL:Ceiling strobe 6"D(406mm W x 254mm H x 152mm D). monitor module SPSCRL/SPSCWL:Ceiling speaker/strobe SK-SCK: Seismic Compliance Kit used to SK-ZONE:Addressable zone interface SPSRL/SPSWL:Wall speaker/strobe securely fasten batteries to the fire panel. module SPRL/SPWL:Wall speaker SK-ZONE-6:Six zone interface module SPCRL/SPCWL:Ceiling speaker B300-6(-IV):6"base for SK-W Series B21OLP:6"mounting base SWIFT WIRELESS DEVICES B501(-BL,-IV,-WH ITE):4"flangeless base SWIFT is only compatible with B501:4"Flangeless mounting base System Sensor(SK)devices.It is not 6200S(-IV,-WH):Intelligent sounder base compatible with Hochiki(SD)devices. B20OS:Intelligent sounder base Page 3 of 4—351607:13 9/26/2018 6700 Technical Specifications PHYSICAL NOTIFICATION APPLIANCE CIRCUITS(NACs) Flexput',Honeywell', Two programmable circuits which can be JumpStart',Silent Knight', Overall Dimensions:12.71"W x 15.12"H x 3.33"D programmed individually as: SWIFT',and System Weight:15 lbs. NACs:2.5A @ 27.4VDC per circuit,power-limited Sensor"are registered Color:Red p p trademarks of Honeywell (with a panel maximum current of 2.5A) International Inc. ENVIRONMENTAL Auxiliary Power Circuits:2.5A @ 27.4VDC per Hochiki®is a registered Operating Temperature:32'F to 120'F (0°C to circuit,power-limited trademark of Hochiki. 490C) Corporation.Microsoft' Humidity:0 to 93%relative humidity(non- Supports Class B(Style 4)and Class A(Style 6 or 7) and Windows""are configuration forthe SLC registered trademarks of condensing) Microsoft Corporation. ELECTRICAL WIRING:See the product manual for wiring details This document is not 6700 Primary AC:120 VAC C 60 Hz,1.5ATotal intended to be used for Accessory We Load:2.5A @ 27.4VDC power-limited installation purposes.t p try to keep our product Standby Current:165mA information up-to Alarm Current:310mA date and accurate.We Battery Charging Capacity:7 to 35AH cannot cover all specific applications or anticipate Battery Size:7AH max.allowed in control panel all requirements.All cabinet.Larger capacity batteries can be housed in specifications are subject RBB accessory cabinet, to change without notice. For Technical Support,call 800-446-6444. Honeywell Silent Knight 12 Clintonville Road Northford,CT 06472 800-328-0103 +oneyrrvel 351607 1 B 1 09/18 ®cJRlrl1 =t www.sitentknight.com ©2018 Honeywell International Inc. IQ�iIlC.I3'I' HW-T67FE-A / HWMTG7.FEmV CLSS-Enabled 5G/LTE-M Dual Path Commercial Fire Alarm Communicators for AT&T°and Verizon° The dialer capture solution to connect I commercial fire systems to central monitoring stations and the CLSS Cloud. Enabled by cooperation between Telguard°and Honeywell°,the HW-TG7FE Fire Series DUAL PATH starts with Telguard's modelTG-7FE and adds the powerful capabilities of Honeywell's 9N` 0 Connected Life Safety Services(CLSS)Cloud. .+ Operating on LTE-M networks,for 5G longevity,lower power consumption,better in- iNTERKV 55`TE-M building penetration,and compliantwith 2019 and earlier editions-of NFPA 72,the HW-TG7FE Fire Communicator can serve as a dual path communicator using the 5G/LTE-M Cellular Network. HONEYWELL CONNECTED LIFE SAFETY SERVICES(CLSS) Honeywell CLSS is an innovative,all-in-one cloud platform that enables systems integrators and facilities managers to deliver an enhanced fire safety service,while maximizing the :performance efficiencies offered by Honeywell's trusted detection and alarm systems.The CLSS platform enables users to: Get a"bird's eye"view.of all accounts • Obtain real-time information on event generation,enabling diagnosis before dispatch • Conduct tests and inspections using a mobile app(available in select markets) • Provide end users with multi-site asset information and event alerts TURBOCHARGED BY TELGUARD INTERNET PORTAL @ HONEYWELL FORGE Telguard makes adopting cellular easywith a secure internet portal that provides total A powerful software platform that account management of UL-listed Telguard cellular alarm communicators.Quickly access enables Honeywell to provide real- Telguard-based services 24/7.. time data and intelligence in its TELGUARD CELLULAR SERVICE applications for connected buildings. Telguard Cellular Service provides AT&T and Verizon®5G/LTE-M network coverage for all Telguard units.In Canada,cellular service may be provided by Rogers',Bell®,TELUS°,or SaskTel'.Telguard's Communication Center is UL compliant.Telguard technical support provides a single point of contact for both cellular service and Telguard product questions. FEATURES AND BENEFITS • Integration with CLSS enables monitoring • Uses LTE-M bands for 4G and 5G network 'Allows full data reporting for unlimited of event transmission data&management compatibility,better in-building point-to-point signal details and maximum of device inventory from the CLSS mobile penetration,and longest product life transmitting power for superior.in-building app and web portal(available onlywhen • Minimizes false alarms by providing dual penetration using Contact ID and point-based paths for self-test No additional fees to use CLSS tools and reporting) • Falls back to 3G/4G if an LTE network is not features • Alarm format support for contact ID,SIA2 available,for extended network coverage pulse(3x1,4x2),modem Ile,IIIa,and DMP • 60-or 5-minute cellular supervision • Meets UL 864 requirements for sole path available communications • 180-second cellular supervision available in Canada Honeywell I TELGUARD AMETEK' HW-TG7FE-A / HW-TG7FE-V TECHNICAL SPECIFICATIONS ELECTRICAL ORDERING INFORMATION A ♦ U is a registeredtrademark• Power Consumption,Standby: HW-TG7FE-A:CLSS 5G/LTE-M Fire _ -18mA@24VDC Communicator for AT&T Properties, -40mA @ 12VDC HW-TG7FE-V:CLSS 5G/LTE-M Fire Belt"is a registered ••" of • Transmit: Communicator for Verizon Bell. ad -110mA C 24VDC Accessories Available from Telguard: Honeywell"and HONEYWELL -20mA @ 12VDC Low Loss,High Performance Cables: FORGEO are registered trademarks PHYSICAL -ACD-12:12 ft(3.7m) of • - International, -ACD-35:35 ft(10.7m) Rogers trademarks a of Rogers • Dimensions:7.5"(190.5 mm)H x 11.5°(292 _ACD-50:50 ft(15.2m) mm)W x 3.5°(89 mm)D -ACD-100:100 ft(30.5m) • • ns Inc. • Shipping Weight:6.5 lbs/2.95 kg . HGDL-0:High Gain Directional LTE • Antenna Connector:50 fI TNC(female) Antenna TelguardO is a registeredtrademark • Operating Environment:32°F(0°C)to . EXDL-0:External Omni-directionat LTE of the Telular Corporation, 122'F(50'C);up to 95%humidity(non- Antenna bussiness u nit of ` condensing) • TP-PEM:Power&Expansion Module _ registered -d o RADIO TRANSCEIVER (supports 24V aux power from FACP to TG- the TELUS Corporation. • Transmit Power:l2VDC,113mA(idle with 7FS and multiple inputs) VerizonO is a registered trademarkof link supervision enabled),260mA STANDARDS AND CODES Verizon Trademark (transmitting) ULListings: This document is notintended to •- • LTE-M Supported Bands: . 864:Control units and accessories for fire used for installationpurposes. -AT&T:2,4,12 alarm systems try to keep our product inf' - • -Verizon:4,13 • 365:Police Station connected burglar up-to-date• •accurate.applications • • Antenna:Cellular antenna:8in,50-ohm - alarm units and systems - nominal,omni-directional LTE antennawith anticipate requirements. • 1610:Central station burglar alarm units; - knuckle and male TNC connector.2dBi gain. Line security services specifications are su bject to change • Antenna Cable:12-ft RG-58 UL approved . 5304:Canadian commercial burglary alarm without notice. cable in PVCjacketwith 50-ohm TNC male systems Country of origin: connector and TNC female bulkhead • FCC:Part 15,22,24,27 and 68 compliant S559:Equipment for fire signal receiving centres and systems Visit www.te[guard.com for the most current product listings. Dealers& `\ Technicians Honeywell CLSS Ec�( Facility Managers - 5G/LTE-M Telguard ® Network Communication Center FACP CLSS 5G/LTE-M �„♦ Fire Communicator re'A Central Station Emergency �01!z Fire Response � Internet Honeywell International,Inc. www.fire.honeywell.com Telguard H I 1 12-22 Honeywell I T E L G U A R D www.telguard.com ©2022 2022 H Honn eywee ll International Inc. AM6TE111C 5860/5860'_R Remote Annunciator The 5860/R operates and programs Silent Knight°fire alarm control panels (FACPs).The 5860/R's keypad and display match the built- in annunciator of the FACP. The remote annunciator connects to the control panel via the RS-485 system bus.When the system is in normal operation and has AC power,the Power LED is lit and all other LEDs are , off.The other LEDs turn on as alarms,supervisones,troubles,system silenced,and AC power-losses occur. INSTALLATION The 5860/R can be surface orflush mounted.Use the optionaltrim ring for surface mounts. When flush mounting,an electrical box is optional.If using an electrical box,use a 4S, single-gang,or double-gang box. COMPATIBILITY The 5860/R is compatible with the following Silent Knight FACPs: • 6820/6820EVS 6808 • 6700 • 5820XU5820XL--EVS • 5808 • 5700 FEATURES AND BENEFITS • UL listed.Complies with UL 864,loth • Initiate and end fire drills with a single key • Available in red or gray color Edition;UL 2572,2nd Edition;and NFPA 72 press • Accepts user codes or fire fighter's key • 80-character backlitLCD display(4lines • View current status by alarms, Support for simultaneous use of multiple with 20 characters on each line) supervisories,ortroubles 5860/Rs • Tactile/audible feedback • On-board piezo sounder audibly indicates • Wiring lengths up to 6000ft.(1.83 km)from • RS-485 SBUS interface to panel alarms,troubles,and supervisories the FACP • Larger keypad buttons for system reset and • Five status LEDs for;alarms,supervisory, silence trouble,silence and AC power indications Honeywell SILENT" IQVIGHT 5860/586OR TECHNICAL SPECIFICATIONS PHYSICAL ORDERING INFORMATION Dimensions:9.1"W x 7.4"H x 1.5"D 5860R:Red four line LCD Remote Honeywell"and Silent KnightO are (23.1 cm W x 18.8 cm H x3.8 cm D) Annunciator with 20 characters per line. registeredtrademarks of Honeywell Shipping Weight:2.8 lbs(1.3 kg) 5860:Gray four line LCD Remote International,Inc. Color:Red or Gray Annunciator with 20 characters per line. This document is not intended o be ENVIRONMENTAL OPTIONAL ACCESSORIES used for installationpurposes. 5860TR:Red Trim Ring for surface try to keep our product inf• Operating Temperature:321 F to 1200 F mounting. - and accurate.We cannot (0°C to 491 C) 5860TG:Gray Trim Ring for surface cover all specificapplications or Humidity:10%to 93%relative humidity mounting. anticipate requirements. (noncondensing) STANDARDS AND CODES • - • - •- ELECTRICALwithout The 5860/R complies with the following Operating Voltage:24 VDC standards/codes: Country of origin:U.S.A. StandbyCurrent:20 mA UL 864,10th Edition:Standard for Control Alarm Current:25 mA Units for Fire Alarm Systems Maximum Wiring Distance:6,000 ft.(1.83 • UL 2572,2nd Edition:Standard for Mass km)from FACP(depending on wire gauge Notification Systems and number of devices on the SBUS) . NFPA 72:National Fire Alarm and Signaling SYSTEM Code Maximum No.of 5860/Rs per System: AGENCY LISTINGS AND • 8 for 5700 or 6700 APPROVALS • 12 for 5808 or 6808 • UL Listed • 16 for 5820XL/EVS or 6820/EVS • FDNY-COA(TBD) Honeywell Silent Knight 12 Clintonville Road Northford,CT06472-1610 Honeywell 203.484.7161 350224 1 1 1 11/21 SHINY www.sitentknight.com ©2021 Honeywell International Inc. 93 EMGHT SKmFIREmCOmW Multi-Criteria Fire/CO Detector SK-FIRE-CO-W is a plug-in, addressable device that provides both fire and carbon monoxide (CO) detection. ------ The detector combines four separate sensing elements to sense multiple components of a fire:smoke,CO,light/flame,and heat.This approach enables enhanced sensitivity to real fire 4u, with heightened immunity to nuisance particulates.For CO,the detector's electrochemical sensing cell creates a separate signal for life safety CO detection. Multiple sensors and communication can greatly reduce nuisance alarms compared to single sensing methods.Sophisticated algorithms maximize the advantages of allfour sensor es creating our best detection strategy offering heightened immunit to nuisance tYp 9 gY 9 9 Y particulate and enhanced sensitivityto realfire. • Photoelectric sensors detect airborne particles associated with smoke. SK-FIRE-CO-Win B20OS-WH sounder base • Thermal sensors detect heat and rate-of-rise(1351Ffixed temperature threshold). • Infrared sensors discern light patterns in the environment as an additional data point for alarm determination. This ability to reject certain nuisance alarm triggers,such as theater smoke,supports the use of the fire/CO detector in applications where moderate to heavy nuisance conditions exist that might cause single sensing detectors to false alarm. UL models meet UL 268 7th edition and UL 521 listing requirements for fire detection and UL 2075 standard for system-connected life safety carbon monoxide detection. Released through the incomplete burning of various fuels,CO is a colorless,odorless and deadly gas that is virtually impossible to detectwith the human senses.Because the potential exists for dangerous levels of CO to accumulate in almost any building,legislation mandating the use of CO detection in commercial spaces continues to grow. B200S series intelligent sounder bases are recommended for use with the SK-FIRE-CO-W. These bases can generate either a Temp 3 pattern for fire or a Temp 4 pattern for CO alarm indication.The B200S series bases recognize the System Sensor synchronization protocol for use as a component of the general evacuation signal—along with other System Sensor Audible/Visible devices—when connected to a power supply or Fire Alarm Control Panel (FACP)output capable of generating the System Sensor synchronization pulses. FEATURES AND BENEFITS • Detects all four major elements of a fire • New modern profile with expanded color • Separate CO detection signal options • Separate audible signal for fire or CO alarm • Uses only one address on the SLC loop when used with a B200S series base • UL 268 7th edition,UL 521,and UL 2075 • Highest nuisance alarm immunity listed ■� Q • Automatic drift compensation for smoke • 10-year CO cell with end-of-life warning Ho ■eyweell and CO sensors • RealTest°CO testing capability SILENT' IINIGHT ORDERING INFORMATION • SK-FIRE-CO-W:Advanced multi-criteria fire/CO detector,white Bases • B501-WHITE:4"Mounting base,white • B501-WHITE-13P:4"mounting base,white,l0-pack • B501-IV:4"Mounting base,ivory • B501-BL:4"Mounting base,black • 13300-6:6"Flanged mounting base,white • B300-6-BP:6"Flanged mounting base,white,l0-pack • B300-6-IV:6"Flanged mounting base,ivory • B200S-WH:Intelligent addressable sounder base,white • B200S-IV:Intelligent addressable sounder base,ivory • B200S-LF-WH:Intelligent addressable sounder base,low-frequency, white • B200S-LF-IV:Intelligent addressable sounder base,low-frequency, ivory • B224BI-WH:Isolator base,white • B224BI-IV:Isolator base,ivory • B224RB-WH:Relay base,white • B224RB-IV:Relay base,ivory Accessories • SMB600:Surface mounting kit(flanged) • TR300:Trim ring,white • TR300-IV:Trim ring,ivory • CK300-IR:IR color kit(includes cover and trim ring),white,10 pack • CK300-IR-IV:IR color kit(includes cover and trim ring),ivory,10 pack • CK300-IR-BL:IR color kit(includes cover and trim ring),black,10 pack • RA100Z:Remote LED annunciator • M02-04-00:Detector test magnet • M02-09-00:Telescoping test magnet Page 2 of 3—SK-62001:C•2/24/2020 SK-FIRE-CO-W TECHNICAL SPECIFICATIONS PHYSICAL/OPERATING AGENCY LISTINGS AND • Dimensions: APPROVALS Silent KnightO- • '- °are Height:2.7"(69 mm)installed in B200S The listings and approvals below apply to i registered trademarks of Honeywell series sounder base the SK-FIRE-CO-W.In some cases,certain International Diameter:6.875"(175 mm)installed in modules may not be listed by certain All • reserved. B200S series sounder base approval agencies,or listing may be in Unauthorized use of this document process.Consult the factory for the latest is strictly prohibited. Weight:3.4 oz.(95 g) listing status. • Operating Humidity Range:15%to 90% UL:S6173 This document is not •e • be Relative Humidity,Non-condensing .• for installation purposes. FM Approved • Operating Temperature Range:321Fto try o -.p our product 1001F(0°C to 38°C) CSFM:7272-0559:0517 up-to-date - _and - - cannot • Air Velocity:0 to 4000 ft./min.(0 to 1219.2 cover specific applications o m/min.) anticipate requirements. ELECTRICAL specifications are subjectto change • Operating Voltage Range:15 to 32 VDC without notice. • Operating Current C 24 VDC:200 uA(one Countryof• . • communication every 5 seconds with green LED blink on communication) • Maximum Alarm Current:2 mA @ 24 VDC (one communication every 5 seconds with red LED solid on) • Maximum Current:4.5 mA @ 24 VDC(one communication every 5 seconds with amber LED solid on) • Isolator Load Rating:0.0063 CO MONITORING UL STANDARD REFERENCE Alarm thresholds(in parts per million)are as follows for: • 70±5ppm: Detector response time 60—240 min. • 150±5ppm: Detector response time 10—50 min. • 400±10ppm: Detector response time 4—15 min. STANDARDS Per UL standard 2075,the SK-FIRE-CO-W has been tested to the sensitivity limits defined in UL Standard 2034. UL Standard:UL 268 7th Edition Honeywell Silent Knight Clintonville Road No Honeywell Northford,CT 06472-1610 203.484.7161 sK-62001 I c 1 02/20 ®SILENT' www.silentknight.com ©202o Honeywell International Inc. NIG T --' SKmPHOTOmW III lb Addressable Photoelectric Smoke Detectors The Silent Knight° SK-PHOTO-W Series feature a modern design and expanded color options support a variety of contemporary aesthetic demands. In addition, each detector f is constructed for exceptional installation and \ maintenance efficiency. The SK-PHOTO-W Series intelligent plug-in smoke detectors are designed for both performance and aesthetics,and are direct replacements for the SK-PHOTO Series detectors.A new modern,sleek,contemporary design and enhanced optical sensing chamber is engineered to sense smoke produced by a wide range of combustion sources in accordance with more stringent code standards.The SK-PHOTO-W Series detector sensitivity can be programmed in the control panel software.Sensitivity is continuously monitored and reported to the panel.Point ID capability allows each detector's address to be set with rotary,decimal address switches,providing exact detector location for selective maintenance when chamber contamination reaches an unacceptable level.Dual electronic thermistors add 135°F(57 0 fixed temperature thermal sensing on the SK-PHOTO-T-W. The SK-PHOTO-R-W is a remote test capable detector for use with DIN R Series duct detector housings. FEATURES AND BENEFITS • Designed to meet UL 268 7th Edition • Integral communications and built-in • Expanded color options • Sleek and stylish contemporary design device-type identification • SEMS screws forwiring of the separate base • Stable communication technique with • Remote test feature from the panel • Optional remote,single-gang LED noise immunity • Built-in functionaltestswitch activated by accessory • Addressable by device external magnet • Optional sounder,relay,and isolator bases • Rotary,decimal addressing(Referto the • Walk test with address d351634isplay(an Silent Knight panel manuals for device address of 121 will blink the detector LED capacity) 12-(pause)-1) • Two-wire SLC connection • Low standby current • LEDs blink every time the unit is polled • Built-in tamper-resistant feature • 360°-field viewing angle of the visual alarm • Designed for direct-surface or electrical- indicators(two bi-color LEDs);LEDs blink box mounting green in Normal condition and turn on Sealed against back pressure Honeywell steady red in Alarm • Plugs into separate base for ease of installation and maintenance SILENT KNIGHT INSTALLATION B224B1-IV:Ivory,plug-in System Sensor isolator detector base w TheSK-PHOTO-W Series plug-in intelligent thermal detectors use a ACCESSORIES separate base to simplify installation,service,and maintenance. Installation instructions are shipped with each detector. TR300:White,replacement flange for B210LP or B300-6 bases Mount base(all base types)on an electrical backbox which is at TR300-1V:Ivory,replacement flange for 821OLP or B300-6 bases least 1.5°(3.81 cm)deep.For a chart of compatible junction boxes, RA100Z(A):Remote 3-32 VDC LED annunciator,mounts to a U.S. see SK-61045. single-gang electrical box,for use with B501 and B300-6 bases Note:Because of the inherent supervision provided bythe SLC loop, only end-of-line resistors are not required.Wiring 7-taps"or branches M02-04-00:Test magnet are permitted for Class°B"wiring. M02-09-00:Test magnet with telescoping handle Note:When using relay or sounder bases,consult the SK-ISO CK300:White,detector color kit,pack of 10 installation sheet 156-3627 for device limitations between isolator CK300-IV:Ivory,detector color kit,pack of 10 modules and isolator bases. CK300-BL:Black,detector color kit,pack of 10 OPERATION Each SK-PHOTO-W Series detector uses one of the panel's addresses (total limit is panel dependent)on the Signaling Line Circuit(SLC).It respondsto regular polls from the control paneland reports its type and the status.If it receives a test command from the panel(or a local magnettest),it stimulates its electronics and reports an alarm.It blinks its LEDs when polled and turns the LEDs on when commanded bythe panel.The SK-PHOTO-W Series offers features and performance that represent the latest in smoke detector technology. PRODUCT LINE INFORMATION Note:"-IV"suffix indicates ivory color. SK-PHOTO-W:White,low-profile photoelectric sensor SK-PHOTO-T-W:White,same as SK-PHOTO-W but includes a built-in 135OF(57°C)fixed-temperature thermal device SK-PHOTO-R-W:White,low-profile intelligent photoelectric sensor, remote test capable,for use with DNR/DNRW B300-6:White,standard flanged low-profile mounting base B300-6-BP:Bulk pack of B300-6,package contains 10 B300-6-IV:Ivory,standard flanged low-profile mounting base B501-WHITE:White,standard European flangeless mounting base B501-BL:Black,standard European flangeless mounting base B501-IV:Ivory,standard European flangeless mounting base B501-WHITE-BP:Bulk pack of B501-WHITE,contains 10 B200S-WH:White,Intelligent,programmable sounder base B200S-IV:Ivory,Intelligent,programmable sounder base B200SR-WH:White,Intelligent sounder base for retrofit applications B200SR-IV:Ivory,Intelligent sounder base for retrofit applications B200S-LF-WH:White,Low Frequency Intelligent,programmable sounderbase B200S-LF-IV:Ivory,Low Frequency Intelligent,programmable sounderbase B200SR-LF-WH:White,Low Frequency Intelligent sounder base for retrofit applications B200SR-LF-IV:Ivory,Low Frequency Intelligent sounder base for retrofit applications B224RB-WH:White,plug-in System Sensor®relay base B224RB-IV:Ivory,plug-in System Sensor relay base B224B1-WH:White,plug-in System Sensor isolator detector base Page 2 of 3—351634:C•5/28/2020 a .� SK-PHOTO-W SERIES TECHNICAL SPECIFICATIONS PHYSICAL/ENVIRONMENTAL DETECTOR SPACING AND Sensitivity: APPLICATIONS Silent KnightO and • O -UL Applications:0.5%to 4.0%per foot Silent Knight recommends spacing are registered trademarks of obscuration. detectors in compliance with NFPA 72.In Honeywell International, low airflow applications with smooth ceiling, intended _ -ULC Applications:0.5%to 3.5%per foot space detectors 30 feet(9.1m).For specific documentThis ' ' ' obscuration information regarding detector spacing, used for installationpurposes. Size:2.0"(51mm)high;base determines placement,and special applications referto try to keep our product information diameter NFPA 72.A System Smoke Detector up-to-date and accurate.We cannot -B300-6:6.1"(15.6 cm)diameter Application Guide,document SPAG91, cover applications or available at www.systemsensor.com. -B501:4"(10.2 cm)diameter anticipaterequirements. specifications . - • - - •- For a complete list of detector bases,see AGENCY LISTINGS AND SK-61045. APPROVALS without notice. Shipping weight:3.4 oz.(95 g) These listings and approvals apply to the origin:Country of Mexico modules specified inthis document.In some Operating temperature range: cases,certain modules or applications may • SK-PHOTO-W:32°Fto 122°F(0°C to 50°C) not be listed bycertain approval agencies,or • SK-PHOTO-T-W:32°Fto 100°F(0°C to listing may be in process.Consuitfactoryfor 380C) latest listing status. • SK-PHOTO-R-W installed in a DNR/DNRW: • UL Listed:S6173 -4°F to 158°F(-20°C to 70°C) • FM Approved • CSFM:7272-0559:0512 UUULC Listed Velocity Range:0-4000 ft/ min.(1219.2 m/min.),suitable for installation in ducts Relative humidity:10%—93%non- condensing Thermal ratings:fixed-temperature set point 135°F(571C),rate-of-rise detection 15°F(8.3°C)per minute,high temperature heat 190°F(88°C) ELECTRICAL SPECIFICATIONS Voltage range:15-32 volts DC peak Standby current(max.avg.):200pA @ 24 VDC(one communication every 5 seconds with LED enabled) Max current:4.5 mA @ 24 VDC("ON") Honeywell Silent Knight 12 Clintonville Road Northford,CT 06472-1610 Honeywell 203.484.7161 351634 1 C 1 05/20 ®SILE W' www.sitentknight.com ©2020 Honeywell International Inc. XMCjHj' a ' INTELLIGENT B _ SES Standard, Relay, Isolator, Sounder, and Low Frequency Sounder Bases To meet local code and application requirements,Silent Knight°offers standard 4"and 6" bases,as well as specialty base designs including relay,isolator,sounder and lowfrequency sounder bases that are UL listed for low frequency operation and complywith NFPA 72 requirements for sleeping spaces forthenevvSK-W Series of addressable detectors aswellas t �I previous generations. i .0__ The standard 4"and 6"bases offer a plug-in detector base intended for use in intelligent systems,with screw terminals provided for power(+and—),and remote annunciator B300-6 Standard 6' B300-6-IV Standard 6" connections.Communication takes place over the power(+and—)lines.The 4"base offers a Base(White) Base(Ivory) compact design while the 6"base provides compatibility with a wider range ofjunction boxes. The specialty bases support application driven requirements.These bases employ a ( -/ !_ separate mounting plate that installs on various junction box sizes to eliminate unsightly �' . '_? . } (''• surface-mount boxes.The mounting plate enables pre-wiring of all connections to speed V, and simplify installation. Relay bases(B224RB-WH/B224RB-IV)provide one form-C contact relay for control of B200S-WH Sounder B20OS-LF-WH auxiliary functions,such as door closure and elevator recall.The relay can operate in two Base(White) Low Frequency different modes(short and long delay).The activation time for the short delay is 60-100 Sounder Base(White) milliseconds,while the activation time forthe long delay is 6-10 seconds.A shunt with pin headers,located on the base PC board,is used to set the delay timing. Isolator bases(B224BI-WH/B224BI-1V)allow the Signaling Line Circuit(SLC)loop to operate under fault conditions created from a short circuit preventing an entire p p 9 '�. communication loop from being disabled.The base isolates the section of the loop containing the short circuitfrom the remainder of the circuit and automatically restores when the fault is corrected. B501-WHITE Flangeless B501-BL Flangeless Sounder and low frequency(-LF)sounder bases are designed for new and existing dwelling 4"Base(White) 4°Base(Black) unit applications.They offer maximum flexibility in installation,configuration,and operation to meet or exceed UL 268 and UL464 requirements.The low frequency sounder bases are designed to meet the NFPA 72 sleeping space requirement to produce a fundamental frequency of 520 Hz+/-10%with a square wave or its equivalent.Studies show that a lower frequency,centered around 520 Hz,is the most ideal to wake sleeping occupants,even those with mild to severe hearing loss. FEATURES AND BENEFITS • Bases enable quick and secure detector • Standard white color with ivory and black Sounder bases both UL268 and UL464 plug-in options compliant • SEMS Screws provide easy wiring • Mechanical locking feature restricts connection removal of attached sensor head • UL 268 compliant Specialty Base Features: • Support for 12-24 AWG provides • Pre-wired mounting plate simplifies installation flexibility installation Honeywell • Multiple base formats meet application • Application driven feature sets requirements SILENT' ®KNIGHT 's The B200S sounder and LF sounder bases(B200S-WH/B200S-IV/ B224113I-WH:White,isolator detector base B200S-LF-WH/B200S-LF-IV)adopt the same address as the B224BI-IV:Ivory isolator detector base detector,but use a unique device type on the loop.The Fire Alarm 6200S=WH:White,Intelligent addressable sounder base capable of Control Panel(FACP)can use that address to command an producing sound output in high or lowvolume with ANSI Temporal individual sounder—or a group of sounders—to activate.The 3,ANSI Temporal4,continuous tone,marching tone,and custom command set from the FACP can be tailored to multiple event- tone;Uses SK protocol driven tone outputs allowing selection of volume(75 or 85 dBA), B20OS-IV:Ivory,Intelligent addressable sounder base capable of tone(ANSI Temporal 3,ANSI Temporal4,or March Time)and group. producing sound output in high or lowvolume with ANSI Temporal In addition,some FACPs will enable custom tone patterns.The 3,ANSI Temporal 4,continuous tone,marching tone,and custom B200S series sounder bases recognize the System Sensor tone;USes'SK protocol synchronization protocol.This enables them to be used as a B20OS-LF-WH:White,Low Frequency Intelligent,programmable component of the general evacuation signal—along with other sounder base,produces a fundamental frequency of 520 Hz+/- 10/o with a square wave or its equivalent;designed to meet the System Sensor AV appliances—when connected to a power supply NFPA 72 sleeping space requirement or FACP output capable of generating the System Sensor B20OS-LF-IV:Ivory,Low Frequency Intelligent,programmable synchronization pulses. sounder base,produces a fundamental frequency of 520 Hz+/- The B200SR sounder and LF sounder bases(B200SR-WH/ 10%with a square wave or its equivalent;designed to meetthe B200SR-IWB200SR-LF-WH/B200SR-LF-IV)are fully compatible NFPA 72 sleeping space requirement with existing 8501BH Series sounder base installations.The device B200SR-WH:White,Intelligent sounder base capable of producing enables users to select one of two B501-supported tones(ANSI sound outputwith ANSI Temporal or continuous tone;Intended Temporal 3 or Continuous)through a jumper. for retrofit applications B200SR-IV:Ivory,Intelligent sounder base capable of producing sound output with ANSI Temporal 3 or continuous tone;Intended PRODUCT LINE INFORMATION for retrofit applications INTELLIGENT BASES B200SR-LF-WH:White,Low Frequency Intelligent,programmable sounder base,produces a fundamentalfrequencyof 520 Hz+/-10% "-IV"suffix indicates Ivory color model. with a square wave or its equivalent;designed to meet the NFPA 72 "-BL"suffix indicates Black color model. sleeping space requirement;intended for retrofit applications "-WH"and"-WHITE"suffix indicates White color model. B200SR-LF-IV:Ivory,Low Frequency Intelligent,programmable sounder base,produces a fundamental frequency of 520 Hz+/-10% B300-6:White,6"base,standard flanged low-profile mounting base; with a square wave or its equivalent;designed to meet the NFPA 72 replacement base for the B210LP. sleeping space requirement.]ntended for retrofit applications. B300-6-BP:Bulk pack of B300-6,package contains 10; replacement for the B210LPBP. MOUNTING KITS AND ACCESSORIES B300-6-IV:Ivory,6"base,standard flanged low-profile mounting base. TR300:White,replacement flange for B300-6 base 113501-WHITE:White,4"standard European flangeless mounting TR300-IV:Ivory,replacement flange for 8300-6-IV base base.UL/ULC listed RA10OZ:Remote LED annunciator,3-32 VDC,mounts to a U.S. B501-WHITE-BP:Bulk pack of B501-WHITE,contains 10 single-gang electrical box;For use with B501 and B300-6 B501-BL:Black,4"standard European flangeless mounting base M02-04-00:Test magnet B501-IV:Ivory color,4"standard European flangeless mounting M02-09-00:Test magnet with telescoping handle base CK300:White,detector color kit,pack of 10 B224RB-WH:White,relay base CK300-IV:Ivory,detector color kit,pack of 10 B224RB-IV:Ivory,relay base CK300-BL:Black,detector color kit,pack of 10 JUNCTION BOX SELECTION GUIDE Base Models Single Gang Double Gang 3.5"Oct. 4.0"Oct. 4.0"Square 4.0"Square with 3.0"mud ring 50 mm 60 mm 70 mm 75 mm B200S,B200SR Yes Yes Yes Yes Yes Yes No No No No B501 No No Yes No No Yes Yes Yes Yes No B300-6 Yes No Yes Yes Yes Yes No No No No B224BI,B224RB Yes Yes Yes Yes Yes Yes No No No No Box depth contingent on base and wire size. Refer to National Electric Code or applicable local codes for appropriate recommendations. Applies to all modelvariants"BL","-LF","-IV","-WH",and"-WHITE".See Product Line Information for detailed model description. Page 2 of 3—SK-61045:13•7/8/2019 6 I INTELLIGENT BASES TECHNICAL SPECIFICATIONS ELECTRICAL Wire gauge: For B300-6 Series bases: B224BI,B224RB:14 to 24 AWG Silent Knight'. • System Sensor' • Operating voltage:l5 to 32 VDC B300-6,B501,B200S,B200SR12 to 24 AWG are registered trademarks • Standby current:170 pA maximum Temperature range: i Honeywell Inc. For B501 Series bases: • B224BI,B224RB,B200S,B200SR:32°Fto • Operating voltage:15 to 32 VDC 120°F(0°C to 49°C) This document o intended be • Standby current:150 pA maximum • B300-6,B501:-4°F to 150°F(-20°C to 66°C)For B200 Series bases: used ' installationpurposes.We o o Humidity range:l0/o to 93/o RH,non-• External supplyvoltage:16to33 VDC(FWR) condensing tryto keep _" product • Standby current:500 pA maximum System temperature and humidity ranges: up-to-date• •accurate. cannot • Alarm current for B200S(-IV)(-WH): This system meets NFPA requirements for oper- • - •- applications 35 mA maximum at high-volume setting ation at0°C to 49°C(32°Fto 120°F);and at a requirements. 15 mA maximum at low-volume setting relative humidity(non-condensing)of 85%at specifications are subject to _ • Alarm current for B200S-LF(-IV)(-WH)High- 30°C(8hu per NFPA,and 93%g)of 8 321C± volume setting: 70 mA maximum C 33.0 VDC 2°C(89.60F±1.1°F)per ULC.However,the use- without notice. 90 mA maximum @ 24.0 VDC ful life of the system's standby batteries and the 140 mA maximum C16.0 VDC electronic components maybe adversely Country of• • • • Alarm current for B200S-LF(-IV)(-WH)Low- affected by extreme temperature ranges and volume setting: humidity.Therefore,it is recommended thatthis 15 mA maximum C 33.0 VDC system and all peripherals be installed in an 20 mA maximum @ 24.0 VDC environmentwith a nominal room temperature 25 mA maximum @ 16.0 VDC of 15°C to 27°C(60°Fto 80°F). • Alarm current for B200SR(-IV)(-WH):35 mA maximum AGENCY LISTINGS AND • Alarm current for B200SR-LF(-IV)(-WH): APPROVALS 65 mA maximum @ 33.0 VDC 90 mA maximum @ 24.0 VDC The listings and approvals below apply to 125 mA maximum @16.0 VDC intelligent bases as noted.In some cases, SLC operating voltage:15 to 32 VDC certain modules or applications may not be SLC standby current:See applicable sensor listed by certain approval agencies,or listing specification may be in process.Consult factory for latest Sound output:Greaterthan 85 dBA minimum; listing status. measured in a UL reverberant room at 10 feet, UL Listed:S911 24 Volts(continuous tone) FM Approved For 62241211,B224RB(-IV)(-WH)bases: CSFM:7300-1653:0109,7300-1653:0126, • Operating voltage:15 to 32 VDC(powered by 7300-1653:0213,7300-1653:0238 SLC) • Standby ratings:<450 pA maximum @ 24VDC • Set time:(13224R13(-IV)(-WH)only):short delay 60-100 msec;long delay 6-10 seconds • Reset time:(B224RB/-IV/-WH only):20 milliseconds maximum • Relay characteristics:(B224RB/-IV/-WH only):two-coil latching relay;one Form-C contact;ratings(UL/CSA):0.9 A C 125 VAC, 0.9 A @ 110 VDC,and 3.0 A @ 30 VDC PHYSICAL Note:Specifications applies to all model variants "-BL","-LF","-IV",-WH,-WHITE.See Product Line Information for detailed model description. Diameter: • B501-WHITE:4"(10.16 cm) • B300-6,:6.1"(15.49 cm) • B22413I,B224RB:6.2"(15.748 cm) • B200S,B200SR:6.875"(17.46 cm) Honeywell Silent Knight 12 Clintonville Road Northford,CT 06472-1610 203.484.7161 sK-61045 I B 1 07/19 www.silentknight.com ©2019 Honeywell International Inc. Honeywell ®MS ILENT• KNIGHT SK-PULL-SA / SK-PULL-DA Intelligent Pull Stations The SK-PULL-SA is a single action pull station requiring only one motion to activate the station.The SK-PULL-DA is a dual action pull station requiring two motions to active the station.The SK-PULL-SA and SK-PULL-DA are for use with Honeywell Silent Knight Series fire control panel(FACP). PULL DOWN Extremely easy to operate,the SK-PULL-DA and SK-PULL-SA provide a fast and practical means of manually initiating a fire alarm signal.The FACP recognizes each manual pull station by its specific address saving precious seconds in determining the location of an alarm. iG INSTALLATION The SK-PULL-SA and SK-PULL-DA can be surface mounted to an SB-1/0 SK-PULL-SA surface back box or semi-flush mounted on a standard single-gang with a minimum depth of 2.13"(5.40 cm)or double gang or4"(10.61 cm)square electrical box.You can also use the optional(System Sensor°PN BG-TR) trim ring if the station is being semi-flush mounted. IPUSH IN PULL•• SK-PULL-DA FEATURES & BENEFITS • Installer can open • Key operated test and Meets the Americans • Reliable analog Handle latches in station without reset lock using lock with Disabilities Act communications for down position and the causing an alarm plate actuator Accessibility trouble-free operation word Activated condition • Key matches Guidelines(ADAAG) . Braille text on station appears,clearly • Dual-color LED is compatible FACP controls and operating handle indicating the station visiblethrough handle locks mechanisms has been pulled of station blinks green guidelines(Section • Rotary address .1.3[13]) switches for fast UL Listed,including • Meets ADA 4 to indicate normal UL 38,Standard of operation and remains requirement for 5 tbs ' Shell,door,and handle installation Manually Actuated maximum pull force to steady red in an alarm active molded from durable Signaling System condition LEXAN' CSFM Listed • MEA Listed SK-PULL SA / SK-PULL-DA Technical Specifications For a complete listing of all compliance approvals and certifications,please visit PHYSICAL ORDERING INFORMATION www.sitentknight.com. Dimensions:5.5"H x 4"W x 1.45"D(14 x 10.2 x SK-Pull-SA:Single Action Pull Station and 3.7cm) SK-Pull-DA:Dual Action Pull Station heWi down Logo e HousingMaterial:LEXAN of carbonate resin the Windows Logo are P Y registered trademarks Bi-Colored LED: ACCESSORIES or trademarks of Blinking Green:Normal BG-TR:Optionaltrim ring. Microsoft Corporation. Steady Red:Alarm SB-1/0:Surface backbox,indoor/outdoor. Silent Knight',System Switch:Single pole,single throw(SPST)normally *Unless otherwise noted,specifications apply to Sensor'and Honeywell" open(N/0)switch which closes upon activation of SK-Pull-SA and SK-PuII-DA are registered the pull station trademarks of Honeywell COMPATIBILITY International,Inc. ELECTRICAL The SK-PULL-SA AND SK-PULL-DA are This document is not Operating Voltage:15-32VDC compatible-with the following Honeywell Silent intended to be used for SLC Standby and Alarm Current:350EtA Knight fire alarm control panels: installation purposes.We z 6820:Addressable fire alarm control panel try to keep our product Wire Gauge:Up to 12AWG(3.1 mm ) information up-to 6820EVS:Addressable fire alarm control panel date and accurate.We ENVIRONMENTAL with an emergency voice system. cannot coverallspecific Operating Temperature:320E-1201F(0°C- 6808:Addressable fire alarm control panel applications or anticipate 49°C) 6700:Addressable fire alarm control panel all requirements.All specifications are subject Humidity:10%-93%non-condensing 5700:Addressable fire alarm control panel to change without notice. 5808:Addressable fire alarm control panel 5820XL:Addressable fire alarm control panel For Technical Support, call 800-446-6444. 5820XL-EVS:Addressable fire alarm control panel with an emergency voice system For more information Learn more about Honeywell Silent Knight and other products by visiting www.sitentknight.com Honeywell Silent Knight 12 Clintonville Road Honeywell Northford,CT 06472 Doc 3501351 Rev E 111/17 SILENT' 800-328-0103 ©2017 Honeywell International Inc. ®IQ GHT SYSTEM SENSOR® r L-Series and L-Series with LED �---�� Indoor Selectable �� r ►� F1 t SR, iE E Horns, Strobes and Horn Strobes ,System Sensor L-Series and L-Series with LED audible' �- visible notification products are rich with features guaranteed to cut installation times and maximize profits with lower current draw and modern aesthetics. Features The System Sensor L-Series and L-Series with LED •. LED technology provides lower current draw platform offers the most versatile and easy-to-use line of horns, • Digital Voltage Meter(DVM)diagnostic test points for Horn strobes,and horn strobes in the industry with lower current draw and Strobes and Strobes modern aesthetics.LED lighting technology offers significantly lower • Common aesthetics across the L-Series platform current draw compared to older Xenon bulbs across a full candela • Standard and compact sizes range.This improves design flexibility for notification appliance • Tamper-resistant construction circuits(NACs)while also reducing power supply requirements • Field-selectable candela settings on wall units: 15,30,75,95, allowing for simpler and lower cost installations. 110, 135,and 185 Flexible design options meet virtually any application requirement: • Field-selectable candela settings on ceiling units: 15,30,75,95, wall or ceiling mount,standard or compact sizes,red or white color 115, 150,and 177 choices,bezel kits for alternate markings and languages,and LED • Rotary switches for candela,tone and volume selections color lenses for distinctive visual signaling. In addition,installers can • Mounting plate provides plug-in design for easier installation and easily adapt devices.using field selectable candela,tone and volume shorting springs to check wiring continuity settings using rotary switches. • Electrically compatible with legacy SpectrAlert,SpectrAlert Advance and L-series devices The L-Series and L-Series with LED line is developed to simplify • Synchronization through use of UL approved power supplies that installation.All devices feature plug-in designs with minimal intrusion support System Sensor Sync protocol or System Sensor MDL3 into the back box,making installations fast and foolproof while Sync Module virtually eliminating costly and time-consuming ground faults.The • Horns,Strobes and Horn Strobes listed for wall or ceiling use universal mounting plate includes an onboard shorting spring,so installers can test wiring continuity before the device is installed. In addition,the System Sensor L-Series with LED notification Agency Listings appliances offer a new diagnostic test point feature that allows you to measure device voltage with a digital voltage meter(DVM)without Siceauec Siseauec removing the appliance from the wall or ceiling.The DVM test points C V� US are discreetly located on the face of the notification appliance which LISTED LISTED LISTED APPROVED enable faster troubleshooting and end of line(EOL)voltage checks Horn Strobes Horns: Horns: 3057072 73DO-1653:0525 while greatly reducing the risk of misplacing or damaging appliances and Strobes: S4011 54011 FM23FPUS0195 1135-1653.0503 55512.S4011 7135-1653:0526 during troubleshooting. AVDS916-01•10/03/2023•Page 1 s. L-Series and L-Series with LED Specifications Physical/Electrical Specifications Standard Operating Temperature 32°F to 120°F(0°C to 49°C) Humidity Range 10 to 93%non-condensing Strobe Flash Rate 1 flash per second Nominal Voltage,LED Strobes and Horn Strobes Regulated 24 VDC Nominal Voltage,Horns Regulated 12 VDC or regulated 24 DC/FWR Operating Voltage Range,LED Strobes and Horn Strobes 16 to 33 V(24 V nominal) Operating Voltage Range,Horns 8 to 17.5 V(12 V nominal)or 16 to 33 V(24 V nominal) Input Terminal Wire Gauge 12 to 18 AWG UL/ULC Current Draw Data, Horn Tones,and Sound Output Data UIJULC Maxmimum Strobe Current Draw(mA) UUULC Maxmimum Horn Current Draw(mA RMS) Candela 16-33 Volts 8-17.5 Volts 16-33 Volts Rating Wall Ceiling Sound Pattern dB DC DC FWR Candela 15 18 18 Temporal High 39 44 54 Range 30 22 22 Temporal Low 28 32 54 75 70 70 Non-Temporal High 43 47 54 95 75 75 Non-Temporal Low 29 32 54 110 85 — 3.1 KHz Temporal High 39 41 54 115 — 90 3.1 KHz Temporal Low 29 32 54 135 105 — 3.1 KHz Non-Temporal High 42 43 54 150 — 110 3.1 KHz Non-Temporal Low 28 29 54 177 — 115 Coded High 43 47 54 185 120 — 3.1 KHz Coded High 42 43 54 UIJULC Maximum Horn Strobe Current ■ • .: Current Draw(mA RMS),Horn Strobe, Sound Candela Range(15-185 cd) Output (dBA) 1633 Volts 16-33V Switch Volume 15cd 30cd 75cd 95cd 110cd 115cd 135cd 150cd 177cd 185cd DC Pos. Sound Pattern Setting WALL CEILING WALL CEILING CEILING WALL 1 Temporal High 35 38 87 92 94 120 189 189 190 190 87 2 Temporal Low 35 38 87 92 94 120 135 135 145 145 79 3 Non-Temporal High 50 52 87 92 94 120 127 127 135 135 87 4 Non-Temporal Low 35 38 87 92 94 120 125 125 130 130 79 5 3.1 KHz Temporal 3 High 35 38 87 89 91 115 155 155 165 165 86 6 3.1 KHz Temporal 3 Low 35 38 87 89 91 115 128 130 135 135 80 7 3.1 KHz Non-Temporal High 40 42 87 89 91 115 125 125 135 135 86 8 3.1 KHz Non-Temporal Low 35 38 87 89 91 115 120 120 130 130 1 80 AVDS916-01•10/03/2023•Page 2 L-Series with LED Dimensions:Wall-Mounted Equipment 2.07' 3.Rtm 46' 3.46' 00 (53 mm) t25° 3.57° 1.55' 1.25' 89 mm 32 mm (9.1 cm) (3.9 cm) (31.8 mm) r �° O� �0°0 0 0 OO.DOp000o0o0� i UP °0°0°0°0°0°0° f �0pQ00 0 0°00000 5.2T p 4 4 527' 000044 O 1339mm °0 ° 13.7 cm 4 133.9' °4°4040400 ( ) tt°°tt A0617-00 A0547-00 A0557-00 Compact Strobe,Horn Strobe Compact Horn Compact Surface Mount Back Box for Wall for Walls(SBBGRL,SBBGWL) 2.07° 4.7' 4.T 53 mm) 119 Rlm 1.25° .24 119 mm 1.25° (3L9 mm 32 mm (1224 cm) 1'�° 0.. 0 0,°0°0 p°p°p°p°o°4°p 00 00 144 mm p° °` 5.6/° p0404°°°p0 5.78' O ffm14.68 cm WINE \\ �I O ® ° A0613-00 A0549-00 A0554-01 Strobes,Horn Strobes Horn Surface Mount Back Box for Walls for Walls(SBBRUSBBWL) L-Series with LED Dimensions: Ceiling-Mounted Equipment 2.07° 6.92"diam. 2.5° (52.6 mm) (175.77 mm) (64 mm) 6.83'diam. 1.25° (173.5 mm) (31.8 mm l ) o o o o p cm 0 A0608-00 A0546-00 Strobes and Horn Strobes Surface Mount Back Box for Ceilings for Ceilings(SBBGRL,SBCWL) AVDS916-01•10/03/2023•Page 3 L-Series with LED: Ordering Information Model Description Model Description L-Series with LED Horn Strobes LED Lenses P2RLED 2-Wire,Horn Strobe,Wall,Red LENS-A3 Lens LED Amber Wall/Ceiling P2RLED-B 2-Wire,Horn Strobe,Wall,Red,Bilingual LENS-83 Lens LED Blue Wall/Ceiling P2WLED 2-Wire,Horn Strobe,Wall,White LENS-G3 Lens LED Green Wall/Ceiling P2WLED-B 2-Wire,Horn Strobe,Wall,White,Bilingual LENS-R3 Lens LED Red Wall/Ceiling P2GRLED 2-Wire,Compact Horn Strobe,Wall,Red Accessories P2GRLED-B 2-Wire,Compact Horn Strobe,Wall,Red,Bilingual TR-2 Universal Wall Trim Ring Red P2GWLED 2-Wire,Compact Horn Strobe,Wall,White TR-2W Universal Wall Trim Ring White P2GWLED-B 2-Wire,Compact Horn Strobe,Wall,White, SBBRL Wall Surface Mount Back Box,Red Bilingual SBBWL Wall Surface Mount Back Box,White P2RLED-P 2-Wire,Horn Strobe,Wall,Red,Plain SBBGWL Compact Wall Surface Mount Back Box,Red P2WLED-P 2-Wire,Horn Strobe,Wall,White,Plain SBBGWL Compact Wall Surface Mount Back Box,White P2RLED-SP 2-Wire,Horn Strobe,Wall,Red,FUEGO TRC-2 Universal Ceiling Trim Ring,Red P2WLED-SP 2-Wire,Horn Strobe,Wall,White,FUEGO TRC-2W Universal Ceiling Trim Ring,White PC2RLED 2-Wire,Horn Strobe,Ceiling,Red SBBCRL Ceiling Surface Mount Back Box,Red PC2RLED-B 2-Wire,Horn Strobe,Ceiling,Red,Bilingual SBBCWL Ceiling Surface Mount Back Box,White PC2WLED 2-Wire,Horn Strobe,Ceiling,White Bezelst PC2WLED-B 2-Wire,Horn Strobe,Ceiling,White,Bilingual BZR Wall Red Bezel Kit L-Series with LED Strobes BZW Wall White Bezel Kit SRLED Strobe,Wall,Red BZGR Compact Wall Red Bezel Kit SRLED-B Strobe,Wall,Red,Bilingual BZGW Compact Wall White Bezel Kit SWLED Strobe,Wall,White BZRC Horn Strobe Ceiling Red Bezel Kit SWLED-B Strobe,Wall,White,Bilingual BZWC Horn Strobe Ceiling White Bezel Kit SGRLED Strobe,Compact,Wall,Red SGRLED-B Strobe,Compact,Wall,Red,Bilingual Notes for L-Series With LED Horn Strobes and Strobes: SGWLED Strobe,Compact,Wall,White All-P models have a plain housing(no"FIRE"marking on cover). All-SP models have"FUEGO"marking on cover. SGWLED-B Strobe,Compact,Wall,White,Bilingual All-ALERT models have"ALERT"marking on cover. SRLED-P Strobe,Wall,Red,Plain All-B models have"FIRE/FEU"marking on cover for use in Canadian SWLED-P Strobe,Wall,White,Plain applications. SRLED-SP Strobe,Wall,Red,FUEGO Amber lenses are not for use in Canadian applications SWLED-CLR- Strobe,Wall,White,ALERT Notes for L-Series Horns: ALERT *Horn-only models are listed for wall or ceiling use. SWLED-ALERT Strobe,Wall,White,ALERT,Amber Lens SCRLED Strobe,Ceiling,Red Notes for Bezels: SGRLED-B Strobe,Ceiling,Red,Bilingual tEach bezel pack ships in a package of 5. Add one of the following extensions for prinUlanguage options:-F(FIRE),-AL SGRLED-P Strobe,Ceiling,White,Plain (ALERT),-EV(EVAC),-AG(AGENT),-P(Plain),-FR(FEU),-PG(FOGO),-SP SCWLED Strobe,Ceiling,White (FUEGO),-SPE(FUEGO/FIRE). SCWLED-B Strobe,Ceiling,White,Bilingual SCWLED-P Strobe,Ceiling,White,Plain SCWLED-CLR- Strobe,Ceiling,White,ALERT ALERT L-Series Horns HRL* Horn,Red HRLA* Horn,Red,Plain,ULC HWL* Horn,White HWLA* Horn,White,Plain,ULC HGRL* Compact Horn,Red HGRLA* Compact Horn,Red,Plain,ULC HGWL* Compact Horn,White HGWLA* Compact Horn,White,Plain,ULC 3825 Ohio Avenue•St.Charles, IL 60174 USA System Sensor®Is a registered trademark Phone:800-SENSOR2•Fax:630-377-6495 of Honeywell International,Inc. www.systemsensor.com SYSTEM3333 Unity Drive,Mississauga,ON L5L 3S6 Canada ©2023 System Sensor. Phone:800 SENSOR2•Fax:905 812 0771 Prod ct specifications subject to change without notice.Visit systemsensorcom � SENSOR® for current product information,Including latest version of his data sheet. www.systemsensocca AVD5916-01.10/0/03/2023 Honeywell ®SILENT' ICNIGHT SK-RELAY Intelligent Relay Module The SK-RELAY is an addressable relay module for use with Honeywell Silent Knight Series fire alarm control panels(FACPs).The SK-RELAY allows a Silent Knight FACP to switch discrete contacts by code command.The relay contains two isolated sets of Form C contacts,which operate as a + DPDT switch.No supervision is provided for the notification appliance circuit. Honeywell m The SK-RELAY contacts can be used for virtually any normally open or f MDT . normally closed application.Each SK-RELAY is programmed with a unique signaling line circuit(SLC)loop address.When an event occurs that controls the SK-RELAY,the relay is triggered by the FACP. (Isl1l) PLAMrIN-W P1211 PIa01,10 q:1A11d14(; INSTALLATION The SK-RELAY mounts directly into a 4"square electrical box.The box must SK-RELAY have a minimum depth of 2-1/8".A surface mount electrical box(System Sensor®PN SM13500)is available from Silent Knight. FEATURES & BENEFITS • Two sets of Form C Panel controlled • Polling LED visible contacts status LED that through the cover • Rotary address flashes green in plate switches for fast normal state and is . SEMS screws for easy installation solid red in alarm wiring • Contacts are rated for Relay programming is . UL Listed a variety of amps(see completely flexible- Specifications) can be mapped to zone conditions SK-RELAY Technical Specifications For a complete listing of all compliance approvals and certifications,please visit PHYSICAL ORDERING INFORMATION www.sitentknight.com. 4.675"H x 4.275°W x 1.4"D SK-RELAY:Relay Module Shipping Weight:6.3 oz(196 g) Microsoft,Windows,and ACCESSORIES. the Windows Logo are registered trademarks ELECTRICAL SM13500:4"Square Surface Mount Electrical Box or trademarks of Operating Voltage:15—32 VDC C13500:Module Barrier Microsoft Corporation. End-of-Line Resistance:Not used Silent Knight°,System SLC Standby&Alarm Current:.255mA max C COMPATIBILITY Sensor"and Honeywell° 24VDC(one communication every 5 sec with LED The SK-RELAY is compatible with the following are registered enabled) Honeywell Silent Knight fire alarm control panels: trademarks of Honeywell 6820:Addressable fire alarm control panel International,Inc. ENVIRONMENTAL 6820EVS:Addressable fire alarm control panel This document is not Operating Temperature:321F-1201F(0°C— with an emergency mass notification system. intended to be used for 490C) 6808:Addressable fire alarm control panel installation purposes.We tryto Humidity:10%—93%non-condensing 6700:Addressable fire alarm control panel infor keep our product nformation up-to RELAY CONTACT RATINGS 5700:Addressable fire alarm control panel date and accurate.We 3.OAC30VDCresistive 5808:Addressable fire alarm control panel cannot cover all specific 5820XL:Addressable fire alarm control panel applications or anticipate 0.9A @ 11OVDC resistive all requirements.All 0.9A @ 125VAC resistive 5820XL-EVS:Addressable fire alarm control panel specifications are subject 0.5A C 125VAC inductive(PF=.35) with an emergency mass notification system. to change without notice. 0.7A @ 75VAC inductive(PF=.35) For Technical Support, call 800-446-6444. For more information Learn more about Honeywell Silent Knight and other products by visiting www.sitentknight.com Honeywell Silent Knight 12 Clintonville Road Honeywell Northford,CT 06472 Doc 3501271 Rev GI 11/17 ®.SILENT' 800-328-0103 ©2017 Honeywell International Inc. NMIGHT S Km H EATmW I Addressable Heat Detectors The Silent Knight° SK-HEAT-W Series heat T detectors are designed for both performance and aesthetics. A new modern, sleek, contemporary design and advanced thermal _ technologies make the SK-HEAT-W Series ideal for both system operation and building Y p g design. The series includes a 1351F/571C fixed-temperature,rate-of-rise,and a 1801F/880C fixed high-temperature detectors and are direct replacements forthe SK-HEAT Series heat detectors.The point ID address,set using rotary decimal switches,provide specific detector locations.These thermal detectors provide effective,intelligent property protection in a variety of applications. • SK HEAT-W offers 1351Ffixed thermal detection. • SK-HEAT-ROR-W offers 1351Ffixed and rate-of-rise thermal detection. • SK HEAT-HT-W provides fixed high-temperature detection at 190°F. FEATURES AND BENEFITS • Designed to meet UL 268 7th Edition • 360°-field viewing angle of the visual alarm • Designed for direct-surface or electrical- • Sleek and stylish contemporary design indicators(two bi-color LEDs);LEDs blink box mounting • Advanced thermal technologyfor fast green in Normal condition and turn on • Seated against back pressure response steady red in Alarm • Plugs into separate base for ease of • Fixed temperature model(SK-HEAT-W) . Integral communications and built-in installation and maintenance factory preset to 135°F(57°C) device-type identification • SEMS screws forwiring of the separate base • Rate-of-rise model(SK-HEAT-ROR-W), . Remote test feature from the panel . Optional remote,single-gang LED 15°F(8.3°C)per minute . Built-in functional test switch activated by accessory • High temperature model(SK-HEAT-HT-W) external magnet • Optional sounder,relay,and isolator bases factory preset to 190OF(88°C) . Walk test with address display(an address • Optional flanged surface mounting kit • Addressable by device of 121 will blink the detector LED 12- • Rotary,decimal addressing(Refer to the (pause)-1) Silent Knight panel manuals for device . Low standby current capacity) • Built-in tamper-resistant feature Honeywell • Two-wire SLC connection • LEDs blink every time the unit is polled SILENT" 0 MGHT APPLICATIONS B200SR-LF-IV:Ivory,Low Frequency Intelligent sounder base for Use thermal detectors for protection of property.For further retrofit applications information,refer to manual 156-6529,Applications Manual for B224RB-WH:White,plug-in System Sensor®relay base System Smoke Detectors,which provides detailed information on B224RBAV:Ivory,plug-in System Sensor relay base detector spacing,placement,zoning,wiring,and special B22461-WH:White,plug-in System Sensor isolator detector base applications. INSTALLATION B224BI-IV:Ivory,plug-in System Sensor isolator detector base The SK-HEAT-W Series plug-in intelligent thermal detectors use a ACCESSORIES separate base to simplify installation,service,and maintenance. TR300:White,replacement flange for B21OLP or B300-6 bases Installation instructions are shipped with each detector. TR300-IV:Ivory,replacement flange for B21OLP or B300-6 bases Mount base(all base types)on an electrical backbox which is at RA100Z(A):Remote 3-32 VDC LED annunciator,mounts to a U.S. least 1.5"(3.81 cm)deep.For a chart of compatible junction boxes, single-gang electrical box,for use with B501 and B300-6 bases see SK-61045. only Note:Because of the inherent supervision provided bythe SLC loop, M02-04-00:Test magnet end-of-line resistors are not required.Wiring"T-taps"or branches M02-09-00:Test magnet with telescoping handle are permitted for Style 4(Class"B")wiring. Note:When using relay or sounder bases,consult the SK-ISO CK300:White,detector color kit,pack of 10 installation sheet 156-3627 for device limitations between isolator CK300-IV:Ivory,detector color kit,pack of 10 modules and isolator bases. CK300-BL:Black,detector color kit,pack of 10 PRODUCT LINE INFORMATION SK-HEAT-W:White,low-profile intelligent 1350F fixed thermal sensor SK-HEAT-ROR-W:White,low-profile intelligent rate-of-rise thermal sensor SK-HEAT-HT-W:White,low-profile intelligent 190OFfixed thermal sensor B300-6:White,standard flanged low-profile mounting base B300-6-BP:Bulk pack of B300-6,package contains 10 B300-6-IV:Ivory,standard flanged low-profile mounting base B501-WHITE:White,standard European flangeless mounting base B501-BL:Black,standard European flangeless mounting base B501-IV:Ivory,standard European flangeless mounting base B501-WHITE-BP:Bulk pack of B501-WHITE,contains 10 B200S-WH:White,Intelligent,programmable sounder base B200S-IV:Ivory,Intelligent,programmable sounder base B200SR-WH:White,Intelligent sounder base for retrofit applications B200SR-IV:Ivory,Intelligent sounder base for retrofit applications B200S-LF-WH:White,Low Frequency Intelligent,programmable sounderbase B200S-LF-IV:Ivory,Low Frequency Intelligent,programmable sounderbase B200SR-LF-WH:White,Low Frequency Intelligent sounder base for retrofit applications Page 2 of 3—351637:8.7/1/2019 SK-HEAT-W SERIES TECHNICAL SPECIFICATIONS PHYSICAUENVIRONMENTAL AGENCY LISTINGS AND Size:2.0"(5.3 cm)high;base determines APPROVALS Silent KnightO• • System Sensor' diameter These listings and approvals apply to the I are • • trademarks of ywell-B300-6:6.1"(15.6 cm)diameter modules specified in this document.In some •ne • - -B501:4"(10.2 cm)diameter cases,certain modules or applications may This document • intended to be For a complete list of detector bases,see not be listed bycertain approval agencies,or used for • purposes.We SK-61045. listing may be in process.Consult factory for try to keep our product information latest listing status. accurate. _ • .. • Operating temperature range:SK-HEAT-W, UL Listed:S6228 cover specific applications cannot SK-HEAT-ROR-W:-41Fto 1001E (-201C to 381C) • FM Approved anticipate all requirernrents. • CSFM:7270-0559:0511 specifications are subjectto change SK-HEAT-HT-W:-40Fto 1501F(-201C to without 6600 Countryof origin: • Detector spacing:UL approved for 50 ft. (15.24 m)center to center;FM approved for 25 x 25 ft.(7.62 x 7.62 m)spacing Relative humidity:10%—93%non- condensing Thermal ratings:Fixed-temperature set point 1351F(5710,rate-of-rise detection 151F(8.31C)per minute,high temperature heat 1901F(881C) ELECTRICAL SPECIFICATIONS Voltage range:15-32 volts DC peak Standby current(max.avg.):200uA @ 24 VDC(one communication every 5 seconds with LED enabled) LED current(max.):4.5mA 24VDC("ON") Honeywell Silent Knight 12 Clintonville Road Honeywell Northford,CT06472-1610 203.484.7161 351637 1 8 1 07/19 S]I) I www.si[entknight.com ©2019 Honeywell International Inc. KN]L PROJECT LOCATION Architect of Record: EGRE55 CALCU LATION5 5775 W MILL KID, PROJECT DATA MATTITUCK, NY 1 1952 AS PER TABLE 1004.5 OF THE 2020 NEW YORK STATE BUILDING CODE,OCCUPANCY LOADS ARE AS FOLLOWS: PROPERTY OWNER ADDRESS: 5775 W MILL RD, MATTITUCK, NY 11952 ANTHONY MAKTIGNETTI SECTION BLOCK LOT: 1000-106,00-06.00-003,000 10020 OLD SOUND AVE. ® ® �Sr6; ZONING: TOWN OF SOUTHOLD MARINE II (MII)USE: FIRST FLOOR RESTAURANT/BAR,SECOND FLOOR LIVING QUARTERS JM2 FIRST FLOOR MATTITUCK NY 1 1952 T ASSEMBLY(FABLES/CHAIRS) 800 5F/ 15 5F I OCC = 53.3 OCCUPANTS (g 17) 535 - 3777 e��F d ®TOTAL 54.8(55)OCCUPANTS PROJECT ARCHITECT ®ps OCCUPANCY CLASS: A 2 R 2(I HOUR FIRE SEPARATION REQUIRED) R I T E C T U R E P C COMMERCIAL KITCHEN 300 SF/200 SF/OCC= 1.50 OCCUPANTS CONSTRUCTION CLASS: 4(HEAVY TIMBER)III:5B(UNPROTECTED WOOD FRAME) = 9I' JM2 ARCHITECTURE, PC % 51TE AREA: 0.124 ACRE(5401.44 SF) SECOND�THIRD FLOORS 2410 NORTH OCEAN AVE. SUITE 300 PROPOSED 5QFT: 3,080 JM2 ARCHITECTURE,PC LIVING QUARTERS 1,482 5F/200 SF/OCC= 7,41 OCCUPANTS ®/ems FARMINGVILLE, NY 11738 ® SCOPE OF WORK: I)BUILDING LIFT#GUT RENOVATION 24 10 NORTH OCEAN AVENUE ACCESSORY STORAGE 685 5f/300 5F/OCC = - 2.28 OCCUPANTS (63 1) 320 - 3305 RECREATION ROOM % tl� .'a'titutikCree-:;� £ SUITE 300 TOTAL= 9.69(10)OCCUPANTS r;lattitlrk vl�a?e,v iy Access Site FARMINGVILLE, NY, 11738 PROJECT ENGINEER IN ACCORDANCE W/SECTION 1005.3.2 OF THE NY55C, MINIUIUM EGRESS WIDTH REQUIRED SHALL BE AS FOLLOWS: EMTEC CONSULTING ENGINEERS DPC 8 Fs r District T � G31,320.3305 F 631.320.3307 � 3555 VETERANS MEMORIAL HWY, SUITE M l O� FIRST FLOOR= 55 OCCUPANTS x 0.15 = 8.25" 3'-0"'MIN.WIDTH, (2)EXITS PROVIDED RONKONKOMA, NY 1 1779 s°S �� irtvteis�sreY�h� 6 w _ SECOND t THIRD FLOORS 10 OCCUPANTS x 0.15 = 1.5", 5-0""MIN.WIDTH, (1)EXIT PROVIDED (63 1) 35G - 2 176 Applicant: rf�t F=s?inc ;t?t,n Anthony Martignetti TRAVEL DISTANCES SYSTEM INSTALLING CONTRACTOR Naugss°� � � �� a� ��,�unn 8 East 92nd St,Apt 3 A 250 f7 SPRINKLERED PAUL J. ROMANELLI o �� Nwo New York,NY 10128 IN ACCORDANCE WI SECTION 100&2.1 OF THE NY5BC: SUFFOLK SECURITY . 36"x 80° - "A&ttDocl 4 ` Con,r ercial Disci 2 (917)535-3777 R 2 WITH ONE EXIT MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE= 125' 50300 MAIN ROAD w 50UTHOLD, NY 1 1971 n E® � rilattit!�Ck I��let P.7arina(631) 765-5262 9, dens77sNrh1i11Rd, La ,'^ ougd'aft rr?en Architect of Record: a RdG Coo ers Lr 0Ut Rh , attlttick,NY 11952 FO.1 lr8ttn71JM2 Architecture,PC BATHROOM ® IR4 Ra i HALL ra'ek "'c ,f`�D 2410 North Ocean Ave,Suite 300 vtr,.,,;s v : ,t:e:to °7 A,o+ Farmingvdle, NY 11735 CD ` (63 I)320-3305 UP LAUNDRY/STORAGE yr SUBJECT °a ° PROPERTY Structural Engineer: c roor f,,.7- lPo E2 Engineers O 01 488 Montauk Ave a �. New London,CT OG320 ID Oro (860)437-3259 ROOFED OVER b MEP En Ineer: PATIO BELOW � BEDROOM BATHROOM O � Rag Emtec Consult�g Engineers DPC ® O p CL. � o ati� 3555 Veterans Memorial Hwy,Suite M CL. SHELVES r Ronkonkoma,NY 11779 o (631)356-2176 o KEY MAP N N ,T,5, Surveyor: o Nathan Taft Corwin III 30"x 80" 30"x 80° 1586 Main Road, N� e s w ® I.. ® ® ® ® ® � Jamesport, NY l l 947 I 75'TRAVEL DISTANCE< 125' w GENERAL BUILDING NOTES (631)727 2090 zo 0 o BEDROOM - BEDROOM 1. ALL WORK SHALL COMPLY WITH THE"2020 NEW YORK STATE CODE"AND ALL OTHER CODES OF ALL AUTHORITIES HAVING JURISDICTION. Protect Name w 2.ALL SUB-CONTRACTORS SHALL CHECK,VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND REPORT ANY o DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK. 5775 II II Mill 0 3.ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF A.5.T,M, Rd SPECIFICATIONS, 4.WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER 5CALED DIMEN51ON5 AND DETAIL DRAWINGS OVER SMALL SCALE DRAWINGS. ® 5.THERE SHALL BE NO PROCE55E5 TO BE CONDUCTED IN THE BUILDING THAT WILL PRODUCE AIR CONTAMINATES WHICH MAY BE INJURIOUS TO THE Protect Address HEALTH OF RESIDENTS.G. ELECTRICAL RECEPTACLES, LIGHTS AND OTHER EQUIPMENT SHALL CONFORM TO CODES HAVING JURISDICTION. 5775 W Mill Rd 7.TENANTS AND OWNERS SHALL BE FULLY AWARE OF AND CONFORM TO ALL REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH 2 ADMINISTRATION. I Second Floor- E ress 8, NO LOCKS OR FASTENINGS TO PREVENT FREE ESCAPE FROM INSIDE OF ANY BUILDING. Mattltuck, NY 11952 - 9. CONTRACTOR MUST COMPLY WITH APPROVED WORKING DRAWINGS AND REQUIREMENT SHEETS. NO DEVIATIONS SHALL BE PERMITTED EXCEPT BY 3/ 1 G 11 = 1 1-011 �- I WRITTEN APPROVAL OF TOWN BUILDING DEPARTMENT, Protect Type 10.ALL C$D MATERIALS EXPORTED FROM THE SUBJECT PARCEL SHALL BE TRANSFERRED TO AN APPROVED NY5DEC FACILITY, LOAD/TRAN5FER TICKETS TO BE RETAINED AND COPIES PROVIDED TO THE TOWN OF 50UTHOLD IF REQUIRED FOR THE RECORD, � COUNTER GENERAL NOTES Lift Renovation WiUNDERCOUNTER FRIDGE I. TOWN OF SOUTHOLD DATUM NAVD 88 Revisions 2, ALL ROOF DP�AIN5 SHALL BE PIPED TO DRAINAGE 5Y5TEM WITH MIN. G"01A. PVC 5DR 35 PIPE. Design Development 03-14-2022 3. CONTACT THE ENGINEERING INSPECTOR AT LEAST 48 HOUR5 PRIOR TO START OF ANY WORK. WORK PERFORMED WITHOUT INSPECTION SHALL BE Revised per Owner 04-1 1-2022 CERTIFIED TO THE TOWN ENGINEER'S SATISFACTION AT APPLICANT'S EXPENSE." 4. COORDINATE AND COMPLETE ALL UTILITY RELOCATIONS.ALL UTILITIES 5HALL BE INSTALLED BELOW GRADE. Revised per Owner 04 2 12022 5. PLACEMENT OF FILL, INSTALLATION OF RETAINING WALLS, DUMPING OF MATERIAL,EXCAVATION,MINING,OR SIMILAR D15TURDANCE OF LAND REQUIRES AN Kitchen revised per Owner 06-16-2022 OPEN APPROVED SITE PLAN.COMMENCEMENT OF ANY ACTION OF THE ABOVE WITHOUT APPROVAL IS PROHIBITED AND SUBJECT TO LEGAL ACTION. Updated w/5eating Layout 07-20-2022 KITCHEN G. ALL EXISTING OR PROPOSED SUBSURFACE ELECTRIC,TELEPHONE OR CABLE SERVICES SHALL BE INSTALLED IN APPROPRIATE CONDUIT SLEEVES WHEN Revised Seating Layout 08-1 1-2022 PERMANENT, IMPROVED SURFACES ARE PROPOSED OVER THE ROUTING PATH. r 7. ALL RECYCLED PORTLAND CEMENT CONCRETE AGGREGATE(RCA)AND FILL MATERIALS ARE TO BE FROM AN APPROVED SOURCE, RECYCLED PORTLAND Revised per 5CDH5 Food Control 09 12 2022 CEMENT CONCRETE AGGREGATE 15 TO BE CERTIFIED, DOCUMENTATION IS TO BE PROVIDED SHOWING THAT THE MATERIAL OBTAINED 15 FROM A NY5DEC Plans Revised per Owner 09-28-2022 ' REGISTERED OR PERMITTED CONSTRUCTION AND DEMOLITION(CAD)DEBRIS PROCESSING FACILITY AS SPECIFIED IN SECTION 360-16.I OF GNYCRR PART 360, Lighting Plans Revised per Owner 10-14-2022 0 0 ' "SOLID WASTE MANAGEMENT FACILITIES"." Lighting Plans Revised per Owner 10-21-2022 1 8. CONTRACTOR MUST COMPLY WITH APPROVED WORKING DRAWINGS AND REQUIREMENT SHEETS. NO DEVIATIONS SHALL BE PERMITTED EXCEPT BY WRITTEN N V ( o APPROVAL OF TOWN BUILDING DEPARTMENT. Construction Documents 1 1-02-2022 ZD Z BATH I ' 9.THE SOUTHOLD 5UBDIV1510N AND LAND DEVELOPMENT REGULATIONS SHALL BE FOLLOWED. Revised and Resubmitted to Town 2-15-2023 10.THIS SITE PLAN IS BASED ON A SURVEY PREPARED BY NATHAN TAFT CORWIN III LAND SURVEYOR DATED JUNE 2, 2021. Issued to Owner for Review 3-15-2023 0 1 o W O ' DW Revised and Resubmitted to Town 5-17-2023 ° DRAWING LIST Revised and Reissued 6-26-2023 - ° Revised and ReissUed to Food Control 9-15-2023 o y Revised and Reissued 9-26-2023 ° a o T-I TITLE PAGE/EGRESS PLAN 5001 STRUCTURAL NOTES A-I EXISTING FIRST FLOOR PLAN 5002 STRUCTURAL NOTES Resubmitted to Town 10-26-2023 `o O ° A-1.1 EXISTING SECOND FLOOR PLAN 5100 PILE LAYOUT PLAN Food Control Approved 1 1-20-2023 ENTRY o o BATH 3ATH HALL I A-2 PROPOSED FIRST FLOOR PLAN 5101 FIRST FLOOR FRAMING PLAN Revised and Reissued 1 1-21-2023 �s A-2.1 PROP05ED SECOND FLOOR PLAN 5102 SECOND*THIRD FLOOR FRAMING PLANS A-3 REFLECTED CEILING PLANS 5200 STRUCTURAL SECTIONS Revised and Reissued 12-6-2023 DINING o A-4 ELEVATIONS 5201 5TRUCTURAL SECTIONS I Revised and Reissued 1-29-2024 DOCK A-4.1 ELEVATIONS 5300 STRUCTURAL DETAILS I^ o ' A-5 SECTION 5301 STRUCTURAL DETAILS r 4 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS rm IE110` ® ® o e 41NN1` See, w A-6 FOOD CONTROL PLAN SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY 57'TRAVEL DISTANCE < 250' ao A-7 AIR SEAL DETAILS f BATHROOM PLANS �" fr ""''1 l" ✓ UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A A-8 INTERIOR ELEVATIONS 6v "` VIOLATION OF SECTION 7209 5UD-DIVI5ION 2 OF THE N.Y. UP A-9 ADA, INSPECTIONS,WINDOW5CHEDULE STATE EDUCATION LAW. FOYER A-10 WINDOW 4 DOOR DETAILS A-10.1 WINDOW�DOOR DETAILS D-1 FIRST FLOOR DEMOLITION PLAN WOOD DECK ROOFED OVER PATIO ' Drawing Title o D-2 SECOND FLOOR DEMOLITION PLAN o ' ❑ i o o o BAR m NOTE5 PER 2020 ECC NY5 Title Pa e / E re55 Plan o � o SECTION 403.1 NOT LE55 THAN ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM SCTM# 1000-106.00-06.00-003.000 BUILDING No: o R403.3.3 DUCT TESTING(MANDATORY) �►� DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY ONE OF THE FOLLOWING METHODS: 5CDH5 No.: C-21-0373 JM2 No: 2022-OG42 �. ROUGH-IN TEST:TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 INCH W.G. (25 PA)ACK055 THE SYSTEM, INCLUDING THE 0 0 MANUFACTURER'S AIR HANDLER ENCLOSURE IF INSTALLED AT THE TIME OF THE TEST. REGISTERS SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST. 7573 DATE: -DN 31612024 FNTRY PO5TCON5TRUCTION TEST:TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 INCH W.G. (25 PA)ACR055 THE ENTIRE SYSTEM, ZBA No: e ® .e w _ o See, SEMIINCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE. REGISTERS SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST.F1 R403.5.1 HEATED WATER CIRCULATION AND TEMPERATURE MAINTENANCE SYSTEMS(MANDATORY) SEAL t SIGNATURE: DESIGNED BY: TF HEATED WATER CIRCULATION SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION R403.5.1.1. HEAT TRACE TEMPERATURE MAINTENANCE SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION R403.5.1,2. AUTOMATIC CONTROLS,TEMPERATURE SENSORS AND PUMPS SHALL BE ACCESSIBLE. MANUAL CONTROLS CHECKED BY: JM SHALL BE READILY ACCE5513LE. \����t,E " As indicated R403.6 MECHANICAL VENTILATION(MANDATORY) SCALE: RAMP RAMP THE BUILDING SHALL BE PROVIDED WITH VENTILATION THAT COMPLIES WITH THE REQUIREMENTS OF THE RESIDENTIAL CODE OF NEW YORK STATE OR ON ON > SLOPE 1:12 ON SLOPE 1:12 MECHANICAL CODE OF NEW YORK STATE OR NEW YORK CITY CONSTRUCTION CODE,AS APPLICABLE,OP,WITH OTHER APPROVED MEANS OF VENTILATION. DWG No: OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CL05E WHEN THE VENTILATION SYSTEM 15 NOT OPERATING. �- O DNELWE R404.I LIGHTING EQUIPMENT(MANDATORY) N NOT LE55 THAN 90 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. N ~ First Floor- E re5: 2 R403,3.2SEALING(MANDATORY) ^s 0�3C) DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED.JOINTS AND SEAMS SHALL COMPLY WITH EITHER THE MECHANICAL CODE OF NEW YORK STATE ��C� 3/ 1 611 = I I_OII T- I OR RESIDENTIAL CODE OF NEW YORK STATE, OR THE NEW YORK CITY CONSTRUCTION CODE,AS APPLICABLE. __ ... "It is a violation of the State Education Law for any person, rc itect o ecor unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such Item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his ima or her signature and the date of such alteration, and a specific description of the alteration." QQ QQ This plan is approved only for the work indicated on the �c li t G c t U r G P.c. application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC in accordance with applicable codes. , 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 1 1738 T G31 .320.3305 F G31 .320.3307 TYPICAL FIRE ALARM SYSTEM 1/0 MATRIX Applicant: SYMBOL LIST DESIGNED FIRE ALARM SYSTEM BASED UPON CONTROL UNIT Anthony Martignetti N QTY QrY OTY ASSEMBLY OCCUPANCY CLASSIFICATION WITH LESS ANNUNCIATION NOTIFICATION FIRE SAFETY CONTROL 8 East 92nYork, N 5t, Apt 3 SYMBOL DESCRIPTION 1 ST 2ND ATTIC �/� _ New ork, NY 10128 THAN 1000 PEOPLE �� W W W (9 17) 535 - 3777 VJ J Jf< Q z O Q, Q la.Q Q W O Z FRCP FIRE ALARM CONTROL PANEL - 1 - z zM of _ o W U U) Z 1_CE za �N o�N N "w `� Z~ - pz W Architect of Record : cn cn F ¢ w —z i z o cn > _ L_ 000a au >� o z W� �W= o� Y ANN FIRE ALARM ANNUNCIATOR 1 - - 0 of 5of m Mo a aQo _D Q w af z a 5 o 0¢`� Z`-o �w cnW w~ = a N O FIRE ALARM GENERAL DESCRIPTION OF �z W-1= Oz �a. Z __ WZo Z �Z �Z 0 �� �Z Q aZ ¢�m NNo �� Q o g z o o cn o ,Z Qo o M� o N o�W W No JM2 Architecture, PC FIRE ALARM PHOTOELECTRIC SMOKE DETECTOR _~ O W z ~"'�'- �Wo z O= >¢ �_, N Q Q Q M O X F- O L< z= z�w z>� F W _>- o"'Q a z>-o o�� "� �� ►-� =z o� �m a 2410 North Ocean Ave, Suite 300 Or`�= ogp oJ= Z N \Z ZG»p O�pZ �dZ N> g> J> ZOO NZ 1 5 — '^ ��m Paz tea~ �¢z _D oz o z b Z �-a- z � ¢� z� ��z �Qa woc� zw "' �A A DENOTES ABOVE HUNG CEILING WORK SCOPE vJ O�W O W O O W W o _ o W o_ z Q= Farmingvllle, NY, 11738 N p Q O Z vQ O z SOH mod. = d C!� -J_- ~C]- 1- W MULTI-CRITERIA FIRE AND CARBON MONOXIDE DETECTOR INSTALLED ON ?- "o= �-'"' `>�z �-'_' `�" a¢ z R o`U oz ~¢ `�` ``'~ sO wo moo- `¢'°°� zz�o ��� W ,>- '^ �- m zz m5 z o z vim¢o =Wm aQ>- oar = Q>- {~��� moF- �,¢� u o (G31) 320 - 3305 VJ �� Mp~ in ppm U_ ONFWZ OQ<L<, (n>z tiJ = ZZ NZZ Wzz WOm �WV ZO] 00 Q S' 1 2 1 WW= BE W J W� O U�QQ V W��-Q JQ¢ >aa _,QQ Z QJW Q� N= co SOUNDER BASE FOR LOCAL NOTIFICATION >�- >Q o >�m >QW >_ >-r F- c� wok a a m c>off,, �Q� ,�v,w �cD > 0 o O Z o W ���� wZ�a moQa Y�� =Q� Way �Q� QZ= �o W= W= MI=P Engineer: INSTALLATION OF A MANUAL AND AUTOMATIC SMOKE DETECTION FIRE ALARM SYSTEM. z= Wza- 0-< az� z of"" =oQ =� Q �-�w Q>U >>U o->0 �►- _J _J o 0 Q FIRE ALARM HEAT DETECTOR COMBO FIXED/RATE OF RISE 1 1 - a Q� as W a`a'z a¢ a g"Q L_ cn z>z -z�. cnao ��- cn� ��� Qzo ¢N�- mac a o a o Qoo Q = Qoo Nao'z f-zQ = z _ zo zo r�-o .� o = o 194'F o �, _ z o F- mtec onsultm En sneers DPC R FIRE ALARM SMOKE DETECTOR WITH SENSOR FOR DUCT. ``'�_ ``'�z ``'Z~ �_ " '- QZQ pro ~zWQ -c�-n� ►-Wz i-Wz �Wz ¢oo zZa zWo } 9 ~ aZ H�C� Q �Z� �Z-i >z m�D' ��-0 ��� U) 0 0WHZ OE-O Qof LJ 3555 Veterans Memorial Highway Suite M SYSTEM INPUTS >> <LL, >Q�o s Nz�Q �Q�� �amQ U�o� ��� ��� ��� �o� WW g:zZ Z Z Z�� Z¢— ZQ— ZQ— �,,,o �_>_o o �° O Ronkonkoma NY 11779 s R = RETURN AIR; S= SUPPLY AIR c~� ��_� c~>2oE5 cU W z�S2 9 z i n g z w- ��Q_ Qwo Iwo �wo w'-= _��� =z= w Ri FIRE ALARM REMOTE INDICATOR LAMP - WALL MOUNT _ _ _ 1 ¢Z~ aZ QV)zm < o ~¢aN ~a~a ~a~"� ~a¢" ��� ~MM �-om of cnW¢m cn¢F- oo ti( AREA SMOKE DETECTOR 0 0 0 0 0 (G3 I) 35G - 2 17G _'j` Surveyor: 7 FIRE ALARM HORN/STROBE - WALL MOUNT. 3 2 1 2 AREA HEAT DETECTOR 0 0 Ell NUMBER DENOTES MINIMUM CANDELA OUTPUT. WP= WEATHERPROOF � ® � � Nathan Taft Corwin 3 MANUAL PULL STATION 0 0 0 0 1 0 0 0 158G Main Road, 75 FIRE ALARM STROBE - WALL MOUNT. 3 3 _ DUCT SMOKE DETECTOR Jamesport, NY 11947 NUMBER DENOTES MINIMUM CANDELA OUTPUT 4 0 0 0 ® 0 0 (G3 I) 727 - 2090 75 FIRE ALARM SPEAKER/STROBE - 5 DETECTOR BON MONOXIDE 0 0 0 0 ® 0 0 04 NUMBER DENOTES MINIMUM CANDELA OUTPUT AND WATTAGE OUTPUT _ 6 FLOW SWITCH SYSTEM WATER 0 0 0 0 0 0 0 0 Project Nam EXTERIOR SPRINKLER BELL (BY OTHERS) 1 — — SPRINKLER SYSTEM e 7 TAMPER SWITCH 0 0 0 0 FIRE ADDRESSABLE SINGLE OR DUAL INPUT MONITOR MODULE 7* - - 8 FAILURE ALARM AC POWER 0 0 0 0 5 775 W Mill Road FIRE ALARM SYSTEM LOW g BATTERY 0 0 0 0 0 cR ADDRESSABLE CONTROL RELAY 2 - 2 OPEN CIRCUIT OR GROUND 10 FAULT 0 0 0 0 0 Project Address NOTIFICN TI F AUXILIARY RELAY - - - 11 CIIRCU TA SHORTPPLIANCE 0 0 0 0 0 5775 W Mill Rd, END OF LINE RESISTOR 7 , - Mattituck, NY 1 195 2 1. BUILDING IS EQUIPPED WITH EXISTING LOCAL FIRE DEPARTMENT AUTHORITY HAVING JURIDSICTION INSPECTED AND APPROVED FIRE ALARM SYSTEM, WHICH OPERATES PER THE E FLOW DETECTOR/SWITCH 2 - - AUTHORITY APPROVED INITIATION, NOTIFICATION, AND REPORTING SEQUENCES. Project Type Vs VALVE SUPERVISORY SWITCH 3* - - 2. CONTRACTOR SHALL COORDINATE WITH BUILDING FIRE ALARM SERVICE VENDOR FOR PROGRAMMING AND VERIFY THAT THE ABOVE SEQUENCE OF OPERATION DEVICES NOT Renovation CONFLICT WITH THE EXISTING MODIFIED SYSTEM. Ps PRESSURE DETECTOR/SWITCH - - - FF-1 MANUAL PULL STATION 3 , , FIRE ALARM SYSTEM 1/0 MATRIX Revisions 07-16-22 155UED FOR 5CHEMATIC DE51GN ANsu ANSUL SYSTEM 1 - - 1 1-04-22 155UED FOR PERMIT 04-26-23 155UED FOR 100% CD 05-12-23 155UED FOR PERMIT NOTE: NOT ALL SYMBOLS ARE USED IN DRAWINGS APPROVED AS NOTED 07-2G-23 OWNER REVI510N5 * INCLUDES 2 TAMPER SWITCHES AND INPUT MODULES WITHIN EXTERIOR RPZ. REFER TO RISER DIAGRAM DWG. FA-601.00. ��2� BUILDING LOCATION 1 I-17-23 REVISED PER AHJ O t7 ;,.,,� �„r,«.� 12-07-23 REVISED PER AHJ M 2 !, 5 � " © 01-29-24 155UED FOR PROGRE55 - P A" 03-19-24 FIRE ALARM A5-BUILT5 it OTI Y FIR':flAIRSRAL AT C"J-TC5-1CC2 It'�f-V Li.7►J fr`«'tRRC��ryy�u��y�-„,4I 1. 11 C.1 V1V1C.s� ALL t.'OriK Elt".LLCO','4!r_YV. r,!:: CODES AND/*rv�;ABtF_r^Tj F , I THE5E DRAWINGS ARE AN INSTRUMENT OF 5ERVICE, AND LOCATION MAP A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. SCALE: N.T.S. ANY UNAUTHORIZED U5E OF THESE DOCUMENT5 15 IN A VIOLATION OF 5ECTION 7209 5UD-DIV15ION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title f IRE ALARM DRAWING LIST GENE R A L NOTE5 DRAWING NO. TITLE _9CTM# 1000-1 OG-G-3 APP No: FA-001 FIRE ALARM GENERAL NOTES 5CDH5 No.: JM2 #: 2022-0642 FA-002 FIRE ALARM GENERAL NOTES Planning #: _ DATE: 5/3/2022 FA-101 FIRE ALARM FIRST FLOOR PLAN SEAL 51GNATURE: DE51GNED BY: JI1 / FA-102 FIRE ALARM 2ND FLR&ATTIC PLANS CHECKED BY: ARS FA-501 FIRE ALARM DETAILS OF NEW S �o l R.Sp ;,f- 5CALE: A5 indicated FA-601 FIRE ALARM RISER DIAGRAM ^. - q� FA-701 FIRE ALARM SPECIFICATIONS (NOT ISSUED) * DWG No: K r- LU sF� 0534. QJ3.,, A FA= 0011 "It is a violation of the State Education Law for any person, rC Itect o cord: unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his ima or her signature and the date of such alteration, and a FIRE ALARM GENERAL NOTES' specific description of the alteration."This plan is approved only for the work indicated on the r C U r e P.c. application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or 1. ALL WORK SHALL BE IN ACCORDANCE WITH LATEST VERSION OF BUILDING CODE OF NEW YORK STATE, LOCAL AUTHORITY HAVING JURISDICTION in accordance with applicable codes. JM2 ARCHITECTURE, PC ORDINANCE, NFPA 72 AND NATIONAL ELECTRIC CODE REQUIREMENTS. 2410 NORTH OCEAN AVENUE SUITE 300 2. ALL NEW FIRE ALARM EQUIPMENT, DEVICES AND APPLIANCES SHALL BE UL LISTED AND AS SPECIFIED ON SYMBOL LIST ON THIS DRAWINGS SET. FARMINGVILLE, NY, 1 1735 3. ALL FIRE ALARM CIRCUITS SHALL BE SIZED TO A MAXIMUM OF 80% OF CAPACITY. T I G31 .320.3305 FI G31 .320.3307 4. ALL FIRE ALARM CIRCUITS SHALL BE WIRED USING NFPA CLASS A; STYLE 6, WITH THE EXCEPTION OF THE NETWORK CIRCUIT WHICH SHALL BE NFPA Applicant: CLASS X. ALL NOTIFICATION APPLIANCES SHALL BE WIRED USING NFPA CLASS B STYLE Z CIRCUIT TYPE. T-TAPPING IS NOT ALLOWED FOR ALL Anthony Martignetti CIRCUIT CLASSES. 8 EaSt 92nd St, Apt 3 5. ALL LOW VOLTAGE FIRE ALARM CONDUCTORS SHALL BE PROTECTED BY EITHER BUILDING CONSTRUCTION OR CONDUIT TO 10 FEET ABOVE THE New York, NY 10128 FINISHED FLOOR. FIRE ALARM CONDUCTORS LOCATED IN LOADING DOCKS, GARAGES, MECHANICAL, ELECTRICAL ROOMS OR IN OTHER LOCATION WHEN (917) 535 - 3777 SUBJECT TO MECHANICAL DAMAGE SHALL BE ENTIRELY IN RIGID CONDUIT OR EMT. IN ALL OTHER AREAS, WIRE MAY BE RUN WITHOUT CONDUIT ABOVE 10 FT AND SHALL BE FASTENED TO BUILDING WALL OR CEILING EVERY 3 FEET OR LESS, UNLESS OTHERWISE NOTED. Architect of Record : 6. CONDUITS MAY NOT ENTER THE TOP OF ANY FIRE ALARM EQUIPMENT CABINET. FIRE ALARM SYSTEM FILING AND INSPECTION NOTES. JM2 Architecture, PC 7. ALL FIRE ALARM EQUIPMENT SHALL BE INSTALLED WITH AESTHETICS IN MIND. CABINETS SHALL BE SEMI FLUSH MOUNTED AND CABLE TRAYS SHALL BE 2410 North Ocean Ave, Suite 300 Farmingville, NY, 1 1738 HIDDEN. 1. INSTALLING CONTRACTOR IS RESPONSIBLE TO FULFILL FIRE MARSHALL REQUIREMENTS FOR PROPER FILING OF THIS (G31) 320 - 3305 8. ALL FIRE ALARM CABINETS AND SYSTEM JUNCTION BOXES PLATES SHALL BE PAINTED RED. ALL FIRE ALARM CABINETS SHALL BE CLEARLY LABELED PROJECT APPLICATION AND OBTAIN THE AUTHORITY HAVING JURISDICATION (AHJ) PERMIT PRIOR STARTING INSTALLATION WITH ENGRAVED LABEL. WORK. ALL COST ASSOCIATED WITH THIS PROCESS IS THE CONTRACTOR RESPONSIBILITIES. MEP Engineer: 9. EACH FIRE ALARM DEVICE AND/OR APPLIANCES SHALL BE LABELED WITH ITS DIGITAL ADDRESS USING 'P-TOUCH' WHITE TAPE AND BLACK LETTERS. 2. THIS CONTRACTOR SHALL PREPARE THE LOCAL AHJ COMPLAINT FILING DRAWINGS, BATTERY CALCULATIONS AND EQUIPMENT Emtec Consulting Engineers DPC CUT SHEETS AND SUBMIT TO THE LOCAL AHJ OFFICE. 3555 Veterans Memorial Highway, Suite M 10. ALL REMOTE LAMPS SHALL BE LABELED USING 'P-TOUCH' LABEL CONTAINING THE ASSOCIATED FA DETECTOR INFORMATION (DIGITAL ADDRESS) AND ITS Ronkonkoma, NY 1 1779 3. LOCATIONS OF ALL FIRE ALARM EQUIPMENT, DEVICES AND APPLIANCES SHALL BE SUBJECT TO THE LOCAL AHJ VERIFICATION (G3 I) 35G - 217G LOCATION. AND APPROVAL. IF ANY CHANGES/ADDITIONS MUST BE MADE TO FILING DRAWINGS, OR IF THE FILING PACKAGE IS REJECTED 11. ALL FIRE ALARM WIRES SHALL BE CLEARLY LABELED IN JUNCTION BOXES AND CABINETS. ALL TERMINALS SHALL BE NUMBERED AND LABELED. ALL BY LOCAL AHJ, THE CONTRACTOR SHALL BE RESPONSIBLE TO CORRECT THE SUBMITTAL AND RE-FILE. ALL COST 5urveyor: CONNECTIONS SHALL BE EITHER SOLDERED, APPROVED TERMINAL STRIPS OR SCOTCH LOCKS. ASSOCIATED WITH THIS PROCESS IS THE CONTRACTOR RESPONSIBILITIES. Nathan Taft Corwin 12. WHEN PENETRATING THRU 1-HR OR 2-HR FIRE RATED WALL, CEILING OR FLOOR, THE FIRE ALARM CIRCUIT SHALL BE SUBJECT TO FIRE STOPPING 4. IF ANY CHANGES ARE MADE TO FIRE ALARM SYSTEM DURING INSTALLATION PHASE, AS BUILT PLANS SHALL BE PREPARED 158G Main Road, REQUIREMENTS AND SHALL BE ENCLOSED IN CONDUIT. UTILIZE APPROVED UL FIRE STOPPING METHOD. REFER TO FA-501.00 FOR REFERENCES. BY THE CONTRACTOR AND RE-FILED WITH THE LOCAL AHJ PRIOR THE AHJ SYSTEM INSPECTION. Jame5port, NY 11947 13. FIRE ALARM CABLES SHALL NOT BE MIXED WITH NON FIRE ALARM CABLING. LOW VOLTAGE FIRE ALARM CABLING SHALL NOT BE MIXED OR WIRED 5, UPON COMPLETION OF THE FIRE ALARM SYSTEM INSTALLATION THIS CONTRACTOR SHALL SCHEDULE WITH ENGINEER OF (G31) 727 - 2090 RECORD AND PERFORM THE FIRE ALARM SYSTEM VERIFICATION PRE-TEST. THE LOCAL AHJ SYSTEM ACCEPTANCE TEST NEAR ANY AC CIRCUIT. SHALL NOT BE SCHEDULED, UNTIL THE SUCCESSFUL PRE-TEST HAS BEEN COMPLETED AND WITNESSED BY ENGINEER OF Project Name 14. JUNCTION OR BACK BOXES FOR ALL FA EQUIPMENT, DEVICES AND APPLIANCES SHALL BE RECESSED AND CABLES CONCEALED IN SPACES WITH RECORD. GYPSUM WALLS, AND GYPSUM OR HUNG CEILING. 6. AFTER SUCCESSFUL SYSTEM TESTING AND APPROVAL BY THE LOCAL AHJ, THE FIRE ALARM SYSTEM INSTALLER SHALL 5775 W Mill Road 15. ALL LOW VOLTAGE WIRING SHALL BE FPLP 150 DEGREE C CERTIFIED WIRE. ALL NOTIFICATION CIRCUITS SHALL BE A MINIMUM OF 14 AWG AND ALL PROVIDE OWNER WITH (1) ONE FULL SIZE PRINT SET OF AS-BUILT DRAWINGS AS WELL AS ITS AutoCAD DRAWINGS FILES. INITIATION FIRE ALARM CIRCUITS SHALL BE 16 AWG MINIMUM. Project Addre55 16. POLARITY SHALL BE OBSERVED ON ALL CIRCUITS. T-TAPPING SHALL NOT BE ALLOWED ON ANY NOTIFICATION CIRCUITS (HORN, STROBE OR SPEAKER). 5 775 W Mill Rd, 17. ALL WIRING SHALL BE INSPECTED TO ASSURE THERE ARE NO OPENS, SHORTS OR EARTH GROUNDS. PERFORM PRE-TESTING AND TESTING PER NFPA 72 Mattituck, NY 1 1952 18. SHIELDED CONDUCTORS OR RUNNING IN SEPARATE RACEWAY SHALL BE AS INSTRUCTED BY THE FIRE ALARM MANUFACTURER'S DOCUMENTATION. ALL Project Type NON-POWER LIMITED WIRING, INCLUDING CIRCUITS FOR CENTRALIZED AMPLIFIERS SHALL BE RUN IN A SEPARATE RACEWAY. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE CODE OF THE TOWN OF SOUTHOLD, THE 2020 NYSBC, 1 ST PRINTING, NYS FIRE & MECHANICAL CODE 2020, NFPA 19. FIRE ALARM EQUIPMENT SHALL BE POWERED FROM DEDICATED CIRCUIT BREAKER IN DESIGNATED ELECTRICAL PANEL. THE CIRCUIT BREAKER SHALL BE 72-2016 AND NEC 70-2017. Renovation IDENTIFIED AS "FIRE ALARM CONTROL PANEL" UTILIZING RED NAMEPLATE WITH ENGRAVED WHITE LETTERS. ALL WIRING SHALL BE #12 MINIMUM THHN OR EQUIVALENT RUN IN 3/" INCH EMT/RGS AND IN ACCORDANCE WITH NEC REQUIREMENTS. EQUIPMENT GROUNDING WIRE SHALL BE #12 MINIMUM. I THE HEREBY UNDERSIGNED NY STATE REGISTERED DESIGN PROFESSIONAL STATE THAT PROVIDE LABEL ON BACK OF FACP DOOR INDICATING POWER FEED SOURCE, LOCATION AND CIRCUIT BREAKER NUMBER. TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS ReV15101`15 20. FIRE ALARM CONTROL PANEL AND OTHER FIRE ALARM SUB-SYSTEM CONTROL EQUIPMENT SHALL BE PROVIDED WITH SECONDARY POWER SOURCE IN AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC. 07-16-22 155UED FOR SCHEMATIC DE51GN FORM OF DEDICATED STORAGE BATTERIES. THE SECONDARY POWER SOURCE SHALL MEET REQUIREMENTS OF APPLICABLE VERSION OF NFPA 72. AT 1 1 -04-22 155UED FOR PERMIT MINIMUM IT SHALL HAVE SUFFICIENT CAPACITY TO OPERATE FIRE ALARM SYSTEM UNDER QUIESCENT LOAD FOR A MINIMUM OF 24 HOURS AND THEN 04-26-23 155UED FOR 100% CD OPERATE THE SYSTEM DURING EMERGENCY CONDITION FOR PERIOD OF 15 MINUTES AT MAXIMUM CONNECTED LOAD. PROVIDE ALL NECESSARY BATTERY CALCULATION FOR AHJ AND ENGINEER OF RECORD REVIEW AND APPROVAL. 05-12-23 ISSUED FOR PERMIT 07-2G-23 OWNER REV1510N5 21. REQUIRED 24 VDC POWER TO ALL ADDRESSABLE CONTROL RELAYS SHALL BE PROVIDED FROM FIRE ALARM CONTROL PANEL. 1 1-17-23 REVI5ED PER AHJ 22. PROVIDE INDEPENDENT AND DEDICATED 120VAC POWER TO ALL MOTORIZED FIRE SMOKE AND/OR SMOKE DAMPERS. POWER CIRCUIT SHALL BE 12-07-23 REVISED PER AHJ 0 I-29-24 ISSUED FOR PROGRESS OBTAINED FROM LOCAL ELECTRICAL PANEL(S) WITH SPARE OR SPACE CAPACITY. HE FSD's AND/OR SD's ARE FURNISHED BY OTHER TRADE AND WIRED BY THIS CONTRACTOR. IF THE MOTORIZED DEVICES PROVIDED OPERATE ON VOLTAGE OTHER THAN 120VAC, THIS CONTRACTOR SHALL PROVIDE 03-19-24 FIRE ALARM A5-BUILTS DEDICATED 120VAC ALONG WITH APPROPRIATE VOLTAGE POWER SUPPLY (INCLUDING A STEP DOWN TRANSFORMER(S)) ACCORDINGLY. 23. FACP SHALL BE EQUIPPED WITH A DIGITAL COMMUNICATOR FOR AUTOMATIC COMMUNICATION WITH AN APPROVED CENTRAL STATION DESIGNATED BY OWNER. THE DIALER SHALL BE CAPABLE OF COMMUNICATE FOLLOWING EVENTS: FIRE ALARM, CARBON MONOXIDE ALARM, MANUAL STATION ACTIVATION, SUPERVISORY, AND TROUBLE. REFER TO FIRE ALARM 1/0 MATRIX FOR REQUIREMENTS AND DETAILS. 24. ALL CEILING MOUNT DEVICES MUST BE SECURELY FASTENED TO BUILDING STRUCTURE OR CONSTRUCTION FIXED ELEMENTS. 25. DUCT MOUNTED SMOKE DETECTORS SHALL BE MOUNTED ON DUCTWORK IN STRICT ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. AIR SAMPLING TUBE MUST PENETRATE ENTIRE WIDTH OR DEPTH OF THE AIR DUCT. ALL DUCT DETECTORS SHALL BE PROVIDED WITH A REMOTE LED WHEN CONCEALED OR NOT VISIBLE WHILE STANDING ON FLOOR BELOW. 26. PROVIDE ADDRESSABLE CONTROL RELAYS, AND IF NECESSARY AUXILIARY RELAYS FOR ALL HVAC AND VENTILATION EQUIPMENT DESIGNATED TO BE SHUTDOWN. FANS RESET TO BE CONTROLLED BY FIRE ALARM CONTROL PANEL. RESTART OF THE FANS SHALL OCCUR AUTOMATICALLY, UPON MANUAL RESET OF THE FIRE ALARM CONTROL PANEL. 27. NOTIFICATION WALL MOUNTED APPLIANCE SHALL BE MOUNTED SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80 INCHES AND NOT GREATER THAN TIHE5E DRAWINGS ARE AN IN5TKUMLNT OF 5ERVICE, AND 96 INCHES ABOVE THE FINISH FLOOR. WHERE LOW CEILING HEIGHT DO NOT PERMITS MOUNTING AT MINIMUM OF 80 INCHES, THE VISIBLE APPLIANCE AS 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. SHALL BE MOUNTED WITHIN 6 INCHES OF THE CEILING. ANY UNAUTHORIZED USE OF THE5E DOCUMENTS 15 IN A 28. ALL STROBE LIGHTS SHALL BE ADA AND UL-1971 APPROVED/LISTED. THE MINIMUM CANDELA AS INDICATED ON FLOOR PLAN. VIOLATION OF 5ECTION 7209 5UB-DIV15ION 2 OF THE N.Y. 5TATE EDUCATION LAW. 29. ALL STROBE DEVICES AND STROBE ELEMENT OF AUDIBLE APPLIANCE SHALL REMAIN ACTIVE, AFTER SILENCE FUNCTION OCCURS. Drawing Title 30. PROVIDE NECESSARY CONTROL AND AUXILIARY RELAYS FOR FAN AND/OR OTHER EQUIPMENT SHUTDOWN, DOOR RELEASE, DAMPER CONTROL, ELEVATOR f IRE ALARM CONTROL, ETC. THEY SHALL BE WIRED A MAXIMUM OF 3 FT FROM THE CONTROLLED DEVICE. THE AUXILIARY RELAY SHALL FUNCTION WITHIN THE REQUIRED VOLTAGE AND CURRENT OF THE CONTROLLED DEVICE. SLAVE OR INTERPOSING RELAYS SHALL BE INCLUDED AND POWERED BY THE FIRE ALARM CONTROL PANEL OR INDEPENDENT DEDICATED POWER SUPPLY WHERE NECESSARY, IN A FAIL-SAFE (FIRE FUNCTION) POSITION. POWER TO THE GENE RAL NOTES INTERPOSING RELAY SHALL BE MONITORED BY THE FIRE ALARM SYSTEM. 31. PROVIDE ADDRESSABLE CONTROL RELAYS, AND IF NECESSARY AUXILIARY RELAYS FOR ALL HVAC AND VENTILATION EQUIPMENT DESIGNATED TO 5CTM# 1000-I OG-G-3 APP No: BE SHUTDOWN. UPON FIRE ALARM CONTROL PANEL RESET, FANS RESTART TO BE IMPLEMENTED BY FIRE ALARM CONTROL PANEL. EACH AFFECTED FANS SHALL HAVE DEDICATED PUSH-BOTTON CONTROL AT THE FACP AND BE RESTARTED MANUALLY. 5CDH5 No.: JM2 #: 2022-0642 32. FIRE ALARM SYSTEM (FACP) SHALL BE EQUIPPED WITH AN ALARM VERIFICATION FEATURE TO REDUCE UNWANTED ALARM SIGNALS FROM TRANSIENT Planning #: _ DATE: 5/3/2022 CONDITION(S). THE ALARM VERIFICATION IS APPLICABLE ONLY TO SMOKE DETECTORS. SEAL SIGNATURE: DESIGNED BY: ih 33. UPON THE PROJECT COMPLETION, THE INSTALLING CONTRACTOR SHALL PREPARE AS-BUILT FIRE ALARM DRAWINGS AND FURNISH THEM IN DIGITAL FORM (PDF Format) TO THE PROJECT ENGINEER AND VERIZON ALONG WITH CUT SHEETS, AS PART OF CLOSE-OUT PACKAGE. THE DRAWINGS MUST CHECKED BY: AR5 CONTAIN FLOOR PLANS AND RISER DIAGRAM WITH ALL FIRE ALARM EQUIPMENT DEVICES AND APPLIANCES INDICATED ALONG WITH THEIR DIGITAL of NEB' �- ADDRESSES. ,�e=�`` era sp ° 5CALE: A5 indicated 34. INSTALLING CONTRACTOR SHALL FULFILL ALL LOCAL TOWN AND AHJ REQUIREMENTS FOR PROPER FILING OF PROJECT APPLICATION. HE/SHE IS g. " ° DWG No: RESPONSIBLE TO PREPARE FILING DOCUMENTS (DRAWINGS, CUT SHEETS AND CALCULATIONS) AND FILE IT WITH LOCAL AHJ. ALL COST �' `u ASSOCIATED WITH THIS PROCESS, INCLUDING PERMIT AND FILLING, IS THE CONTRACTOR RESPONSIBILITIES. .:_'• ,c, "It is a violation of the State Education Law for any person, Architect of Kecor unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his ima or her signature and the date of such alteration, and a specific description of the alteration." ''`` This plan is approved only for the work indicated on the rc^ itecture P.c. application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC in accordance with applicable codes. , 2410 NORTH OCEAN AVENUE 2 SUITE 300 FARMINGVILLE, NY, 11735 T 631 .320.3305 FI 631 .320.3307 - NSUL . _ 30� I - --- -- Applicant: —�- - --� Anthony Martignettl 8 East 92nd 5t, Apt 3 oPErJ New York, NY 10125 T (917) 535 - 3777 KITCHEN -- Fy. Architect of Record : JM2 Architecture, PC 2410 North Ocean Ave, Suite 300 ____________ U O Farmingvllle, NY, 11738 19F1 ° (631) 320 - 3305 15 \ pp MEP Engineer: BATH Emtec Consulting Engrneer5 DPC 0 3555 Veterans Memorial Highway, Suite M Ronkonkoma, NY 11770 (631) 35G - 2176 000 Surveyor Nathan Taft Corwin FSD/AD 1586 Main Road, ;I CR I , II Jame5port, NY 1 1947 - ° --_ (631) 727 - 2090 BATH Project Name DINING LIN 15 30 FJ - -- - -- 5775 W Mill Road DOCK , F _ CR FSD AD . - . ., . _-. Project Address I 5775 W Mill Rd ROCFEDOVERPAT1O - UP Mattituck, NY 1 1952 X, Project Type F s 1 Renovation i ! -----al; --- -- Revl5ion5 Li A 07-18-22 ISSUED FOR SCHEMATIC DESIGN ' X KEY NOTES �� 1 1-04-22 ISSUED FOR PERMIT KEY ! ! ' 04-26-23 ISSUED FOR 100% CD - - 1 . OUTLINE OF KITCHEN EXHAUST HOOD. �� o D 05-12-23 ISSUED FOR PERMIT 0 07-26-23 OWNER REVISIONS 2. LOCATION OF ANSUL SUPRESSION SYSTEM INTEGRAL TO ` �I J F 1 1-17-23 REVISED PER AHJ KITCHEN HOOD. it I� 1 I ___ 12-07-23 REVISED PER AHJ 01-29-24 ISSUED FOR PROGRE55 C7 ZD DN SHEET NOTES � � ErJTRY 03-19-24 FIRE ALARM AS-BUILTS � � i I I �I j 11 1 05T WOOD f3URNIPJC 1. ALL EQUIPMENT IS NEW, UNLESS OTHERWISE. 75R FIKEP�CE p ANN ¢ 2. PROVIDE ALL NECESSARY WIRING AND ACCESSORIES AS '" _ _ REQUIRED FOR A COMPLETE OPERABLE SYSTEM. CONTRACTOR SHALL PROVIDE ALL NECESSARY COMPONENTS SUCH AS RELAYS, MODULES, SUPPLEMENTARY INTERFACE / EXPANDER i j Doi WP 75 PANEL, STROBE & HORN MODULES, ETC. AS REQUIRED. ?Ati"? 3. ALL EXPENSES FOR WORK REQUIRED TO BE PERFORMED BY DN — THE CURRENT BUILDING FIRE ALARM CONTRACTOR SHALL BE INCLUDED AS PART OF THIS Stiff PROPOSAL. 4. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING, COORDINATING AND TESTING THE SYSTEM TO THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND ENSURE THAT NEW EQUIPMENT OPERATES AS A COMPLETE FIRST FLOOR PLAN AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. OPERABLE SYSTEM. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A :i. SPEAKER/STROBES SHALL BE OF A SUFFICIENT WATTAGE, SCALE: 1/4" = 1 '—O" VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. TAPPED TO PROVIDE AT LEAST A 15dB ABOVE AMBIENT STATE EDUCATION LAW. AUDIBLE SIGNAL. 6. ADD NEW ADDITIONAL FLOOR DEVICES & END LINE RESISTORS Drawing TitleFIRE ALARM AS REQUIRED. THE CONTRACTOR SHALL COORDINATE WITH FIRE ALARM MAINTENANCE CONTRACTOR AND PROVIDE ADDITIONAL LOOPS AS REQUIRED. f I K5T f LOOK PLAN 7. COORDINATE EXACT INSTALLATION LOCATION OF ALL FIRE ALARM INITIATION AND NOTIFICATION DEVICES AND EQUIPMENT Vd FIELD. REFER TO DETAIL(S) ON DRAWING FA5.1. SCTM# 1000-106-6-3 APP No: 8. COORDINATE FINAL LOCATION OF ALL FIRE ALARM DEVICES 5CDH5 No.: JM2 #: 2022-0642 kVD ASSOCIATED EQUIPMENT WITH MECHANICAL, PLUMBING A% SPRINKLER SYSTEM(S) WITH RESPECTIVE TRADES PRIOR Planning #: _ DATE: 513�2022 T) INSTALLATION. SEAL 51GNATURE: DESIGNED BY: Jh 9. SPRINKLER, (FLOW AND TAMPER SWITCHES CONNECTED TO MAIN FACP ARE LOCATED IN REMOTE AREA. ` CHECKED BY: AR5 OF NEW ` i R.Un Q-p� SCALE. A5 indicated DWG No: r w 5 3 r40rESc,1.0:t' "It is a violation of the State Education Law for any person, rc itect o ecor : unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his J M or her signature and the date of such alteration, and a specific description of the alteration." This plan is approved only for the work indicated on the r Oitecture P.c. application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC in accordance with applicable codes. , 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 1 1738 FSD/AD T G31 .320.3305 F G31 .320.3307 ' I Applicant: FSD AD y / Anthony Martignetti LA CR 8 East 92nd St, Apt 3 - ------ - -- - ILy { I (917) 535 - 3777 f FSD/AD CR Architect of Record : JM2 Architecture, PC 2410 North Ocean Ave, 5uite 300 Farmingville, NY, 11738 RECREATION ROOM (G31) 320 - 3305 I' MEP Engineer: 1 O® Emtec Consulting Engineers DPC ` co 3555 Veterans Memorial Highway, 5uite M O94T Ronkonkoma, NY 11779 s0 b O F DID 75 0' (63 I) 35G - 2 17G U ti 5urve or: OE Y . ; Nathan Taft Corwin r a ' 156G Main Road, J - - - - - - - - u I` Jame5port, NY 1 1947 I - 2090 30 ® Project Name DN 17 J5E 5 Do 5775 W Mill Road I HALL FACP -- -- Project Address OSO co S ---- J 5775 W Mill Rd, UP LAUNDRY/STORAGE j� Mattituck, NY 1 195 2 o Project Type o ATTIC PLAN Renovation 30 117777777777--, SCALE: 1/4" = 1 '-0" BEDROOM ` Rev15101`15 07-18-22 155UED FOR 5CHEMATIC DE51GN C I I-04-22 155UED FOR PERMIT 2 06 I Tk -���� 04-26-23 155UED FOR 100% CD 7 05-12-23 155UED FOR PERMIT 07-2G-23 OWNER REV1510N5 1 1-17-23 REVISED PER AHJ Coco 12-07-23 REVI5ED PER AHJ 01-29-24 155UED FOR PKOGKE55 03-19-24 FIRE ALARM A5-BUILT5 \ '" '30 BEDROOM 30 BEDROOM SHEET NOTES A7:��� N 1. ALL EQUIPMENT IS NEW, UNLESS OTHERWISE. 2. PROVIDE ALL NECESSARY WIRING AND ACCESSORIES AS o REQUIRED FOR A COMPLETE OPERABLE SYSTEM. CONTRACTOR SHALL PROVIDE ALL NECESSARY COMPONENTS SUCH AS _ --_max .-... a RELAYS, MODULES, SUPPLEMENTARY INTERFACE / EXPANDER PANEL, STROBE & HORN MODULES, ETC. AS REQUIRED. 3. ALL EXPENSES FOR WORK REQUIRED TO BE PERFORMED BY THE CURRENT BUILDING FIRE ALARM CONTRACTOR SHALL BE THESE DRAWINGS ARE AN IN5TRUMENT OF 5ERVICE, AND INCLUDED AS PART OF THIS BID PROPOSAL. A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. SECOND FLOOR PLAN 4. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY UNAUTHORIZED U5E OF THE5E DOCUMENTS 15 IN A SCHEDULING, COORDINATING AND TESTING THE SYSTEM TO VIOLATION OF 5ECTION 7209 51,15-DIV151ON 2 OF THE N.Y. SCALE: 1/4" = 1 '-0" ENSURE THAT NEW EQUIPMENT OPERATES AS A COMPLETE 5TATEEDUCATION LAW. OPERABLE SYSTEM. Drawing Title 5. SPEAKER/STROBES SHALL BE OF A SUFFICIENT WATTAGE, fIRE ALARM TAPPED TO PROVIDE AT LEAST A 15dB ABOVE AMBIENT AUDIBLE SIGNAL. 6. ADD NEW ADDITIONAL FLOOR DEVICES & END LINE RESISTORS 2 ND f LK � ATTIC PLAN5 AS REQUIRED. THE CONTRACTOR SHALL COORDINATE WITH FIRE ALARM MAINTENANCE CONTRACTOR AND PROVIDE ADDITIONAL LOOPS AS REQUIRED. 5CTM# 1000-IOG-G-3 APP No: 5CDH5 No.: 2022-0642 7. COORDINATE EXACT INSTALLATION LOCATION OF ALL FIRE JM2 #: ALARM INITIATION AND NOTIFICATION DEVICES AND EQUIPMENT IN FIELD. REFER TO DETAIL(S) ON DRAWING FA5.1. Planining #: _ DATE: 5/3/2022 / 8. COORDINATE FINAL LOCATION OF ALL FIRE ALARM DEVICES 5EAL$ 51GNATURE: DESIGNED BY: A AND ASSOCIATED EQUIPMENT WITH MECHANICAL, PLUMBING AND SPRINKLER SYSTEM(S) WITH RESPECTIVE TRADES PRIOR CHECKED BY: ARs 01: NEWTO INSTALLATION. L t' 'o R.sn °.' 5CALE: AS indicated 9. SPRINKLER, FLOW AND TAMPER SWITCHES CONNECTED TO � � MAIN FACP ARE LOCATED IN REMOTE AREA. * g " DWG No: (r u 053A�,a `fin-ESSXOr�tF 'A. 102 "It is a violation of the State Education Law for any person, Arc itect o ecor ULIcUL System No. W-L-1164 NOTES: unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this F Ratings - 1 and 2 Hr (See Items 1 and T Rating - 0 Hr drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item 1 1. All penetrations through rated walls, including but not limited to Boiler Rooms, Mechanical his or her seal and the notation "altered by" followed by his '4 ima or her signature and the date of such alteration, and a - Equipment Rooms and Rated Shafts, shall be fire stopped per details sheets included in this specific description of the alteration." �.c ,�+ r—► U e 'er u r e P.c. 1 drawing set. Refer to Architectural drawings for all wall ratings. Detail sheets show only a few application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or common applications however, fire-rated they do not show all applications. Contractor must use only in accordance with applicable codes. JM2 ARCHITECTURE, PC firestop products that have been UL 1479 or ASTM E 814 tested for specific 2410 NORTH OCEAN AVENUE 0 E 30 construction conditions conforming to construction assembly type, penetrating item type, FARMING SUITUITE, 0 11738 annular space requirements, and fire-rating involved for each separate instance. T 1631 .320.3305 FI 631 .320,3307 2. Details shown are typical details. If field conditions do not match requirements of typical Applicant: A 2 4 details, approved alternate details shall be utilized. Field conditions and dimensions need to be Anthony o y Martignetti verified for compliance with the details, including but not limited to the following: * Minimum 6 East 92nd 5t, Apt 3 and maximum Width of Joints * Type and thickness of fire-rated construction. The minimum New York, NY 10125 assembly rating of the firestop assembly shall meet or exceed the highest rating of the adjacent (917) 535 - 3777 SECTION A-A construction. Architect of Record : 3. If alternate details matching the field conditions are not available, manufacturer's engineering JM2 Architecture, PC 1. Wall Assembly The 1 or 2 hr fire—rated gypsum wallboard/stud wall assembly shall be constructed of the materials judgment drawings are acceptable. Drawings shall follow the International Firestop Council 2410 North Ocean Ave, Suite 300 and in the manner described in the individual U400 Series Wall or Partition Design in the UL Fire Resistance Directory Farmingvlle, NY, 1 1736 and shall include the following construction features: (IFC) Guidelines for Evaluating Firestop Systems Engineering Judgments. A. Studs —Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 A. I) 320 - 3305 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC. When steel 4. References: studs are used and the diam of opening exceeds the width of stud cavity, the opening shall be framed on all * 2013 Underwriter's Laboratories Fire Resistance Directory, Volumes 1 & 2 MEP E n cj I n ee r: sides using lengths of steel stud installed between the vertical studs and screw attached to the steel studs atEmtec Con5ultin En ineer5 DPC each end. The framed opening in the wall shall be 4 to 6 in. wider and 4 to 6 in. higher than the diam of the * NFPA 101 Life Safety Code 9 9 penetrating item such that, when the penetrating item is installed in the opening, a 2 to 3 in. clearance is 3555 Veterans Memorial Highway, Suite M present between the penetrating item and the framing on all four sides. * NFPA 70 - National Electric Code Ronkonkoma, NY 1 1779 B. Gypsum Board — The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening in steel stud walls is 32in.. Max diam of openings in wood stud walls is 14-1/2 in. All governing local and regional building codes (631) 356 - 2176 The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is 5. Firestop System installation must meet requirements of ASTM E-814 (UL 1479) tested Surveyor installed. 2. Steel Sleeve — Nom 32 in. diam (or smaller) Schedule 40 (or heavier) steel pipe sleeve friction fit in nom 32 in. assemblies that provide a fire rating Nathan Taft Corwin ng equal to that of construction being diam circular opening cut through gyp—sum wallboard layers. Length of steel sleeve to be equal to thickness of wall. g penetrated. 1586 Main Road, 3. Through—Penetrant — One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the 6. through-penetration assemblies s All rated through-penettiblihall be prominently labeled with the following JameSport, NY 11947 firestop system. The annular space between pipe, conduit or tubing and the steel sleeve shall be min of 0 in. (point contact) to max 1-7/8 in. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The information: (63 I) 727 - 2090 following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe — Nom 30 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. * ATTENTION: Fire Rated Assembly B. Iron Pipe — Nom 30 in. diam (or smaller) service weight (or heavier) cast iron soil pipe or Class 50 (or heavier) ductile iron pressure pipe. * UL System # * Product(s) used Protect Name C. Conduit — Nom 4 in. diam (or smaller) steel electrical metallic tubing. D. Copper Tubing — Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. * Hourly Rating (F-Rating) 5775 W M�II Road E. Copper Pipe — Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. 4. Fill, Void or Cavity Material*—Sealant — Min 5/8 in. and 1-14 in. thickness of fill material applied within annulus, * Installation Date flush with both surfaces of wall assembly for 1 or 2 hr rated walls, respectively. Min 1/2 in. diam bead of caulk applied to the penetrant/wallboard interface at the point contact location on both sides of wall. 7. For outlet boxes requiring protection, use only Wall Opening Protective Materials, category g y Protect Address CLIV as classified by Underwriter's Laboratories, Fire Resistance Directory (Volume 1.) 5775 W MIII Rd, FIRESTOP OF METAL PIPING THROUGH Mattltuck, NY 1 195 2 GYPSUM RATED WOOD OR STEEL WALL DETAIL Project Type N.T.S. Renovation FIRE . FIRE Revl5ion5 PUSH 07-18-22 155UED FOR SCHEMATIC DE51GN PULL 1 1-04-22 155UED FOR PERMIT 04-26-23 155UED FOR 100% CD 05-12-23 155UED FOR PERMIT 15-0" MAX. 07-26-23 OWNER KEV1510N5 (EXCLUDING CORRIDORS 4" 1 1-17-23 KEVI5ED PER AHJ CEILING (OPEN OR ATC) 12-07-23 REVISED PER AHJ LESS THAN 10'-0" WIDE) 01-29-24 ISSUED FOR PROGRESS AUDIO/VISUAL AND MIN 3' AWAY ACCEPTED HERE7HERE 4" 03-19-24 FIRE ALARM A5-BUILT5 6" MIN. (SEE GENERAL NOTE 1) A/C SUPPLY OR RETURN 12"(MAX.) LIFT HERE VISUAL ONLY DEVICES CEILING MOUNTED SMOKE/HEAT DETECTOR DIFFUSER NEVER OR CARBON MONOXIDE DETECTOR NOTES: WA 1. REFERENCE SPECIFICATIONS FOR REQUIREMENTS, DETAILS TO EXIT DOOR SMOKE/HEAT DETECTOR AND SIGNAGE. 5'-0" (MAX.) FIRE ALARM SYNCHRONIZE MORE THAN TWO CONTROL PANEL J APPLIANCES IN ANY FIELD OF VIEW. 96" MAX CO ALARM (NFPA) w TYPICAL PULL STATION DETAIL ABOVE `n SCALE: NONE FINISHED LCD FLOOR DOOR DISPLAY 80" MIN TO 6'-6"AFF & BOTTOM OF FINAL MOUNTING HEIGHT CONTROL ANN THESE DRAWINGS ARE AN IN5TKUMENT OF SERVICE, AND LENSES TO BE VERIFIED BY FINISHED WALL AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. BUILDING MANAGER ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A UNLESS OTHERWISE 72„ MAX• 00 WT P,.,T VIOLATION OF SECTION 7209 5UB-DIV15ION 2 OF THE N.Y. NOTED BY DEVICE _ 60 AKIN. 60 STATE EDUCATION LAW. MANUFACTURER. A.F.F. A.F.F. 48" MAX. (ADA) 60 CLEAR LENS 42" MIN. (NFPA) A.F.F. 54 Drawing Title A.F.F. F 1= F IRE ALARM I I TYPICAL WHITE FINISHED FLOOR R R LETTERING DETAI L5 MANUAL PULL STATION E E a TYPICAL RED SCTM# 1000-106-6-3 APP No: FACE PLATE GENERAL NOTES: 5CDH5 No.: JM2 #: 2022 0642 11 6" MINIMUM IF DEVICE CANNOT BE LOCATED AS SHOWN BECAUSE CEILING Planning #: _ DATE: 5/3/2022 HEIGHT IS INSUFFICIENT. ,� NOTE: SEAL � SIGNATURE: DESIGNED BY: Jh 2. DETAIL NOT INTENDED TO SHOW SPATIAL RELATIONSHIP OF DEVICES. REFERENCE FLOOR PLANS FOR ACTUAL LOCATIONS. CHECKED BY: AR5 1 . STROBES AND HORN/STROBES ACTIVATE IN ALL F New SPACES ON BULIDING FIRE ALARM. �f R .o 3. REFER TO THE PROPER DEVICE INSTALLATION INSTRUCTIONS FOR BACKBOX MOUNTING HEIGHT. , ,� ��� o '� SCALE: A5 indicated of pe �� DWG No: }toH d TYPICAL EQUIPMENT DEVICES AND APPLIANCES MOUNTING HEIGHT ��s q3 a TYPICAL NOTIFICATION DEVICE DETAIL Fd�`jno'3�Io0. 8 ES_ N.T.S. SCALE: NONE "It is a violation of the State Education Law for any person, rc itect ot Kccord: unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his M P. or her signature and the date of such alteration, and a specific description of the alteration."This plan is approved only for the work indicated on theAir itecture P.c. application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC in accordance with applicable codes. 2410 NORTH OCEAN AVENUE FARMINGVILLE, NY, 1 1735 T I G31 .320.3305 FI G31 .320.3307 S CR CR CR l F ( O KEY NOTES Applicant 194 F � Anthony Martignetti FSD I 1. PROVIDE COMBINATION SMOKE/CARBON MONOXIDE DETECTORS. 8 East 92nd St, Apt 3 CONNECT TO EXISTING MAIN FIRE ALARM PANEL PER N.Y.S. BUILDING 1 CODE OR LOCAL AHJ REQUIREMENT. New York, NY 10126 75 ' 2. FACP SHALL BE PROGRAMMED FOR ALARM VERIFICATION FOR ALL (917) 535 - 3777 I INITIATION DEVICES TO AVOID FALSE ALARMS. Architect of Record : JM2 Architecture, PC I 3. PROVIDE FACP WITH BUILT—IN UDACT. 24 I 0 North Ocean Ave, Suite 300 1 (TYP.) , 4. PROVIDE ADRESSABLE FACP WITH SECONDARY POWER SUPPLY Farman North NY 11738 ' 9 ' ATTIC - - - - - - - - — - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - (G3 1) 320 - 3305 BATTERY WITH CAPACITY MEETING THE NFPA 72 2013 SECTION _ _ _ __ _ _ � 10.6.7.2.1. REQUIREMENTS. FIRE ALARM INSTALLER IS RESPONSIBLE TO PERFORM BATTERY CALCULATIONS AND SUBMIT ' TO ENGINEER FOR REVIEW. MEP Engineer: I � � ( 5. Emtec Consulting Engineers DPC F FIRE ALARM COMMUNICATOR INTEGRAL TO FACP TO PROVIDE SINGLE I S S S 1194F S S co S co S PATH COMMUNICATION(INTERNET PROTOCOL (IP) OR CELLULAR) WITH 3555 Veterans Memorial Hi 9hwa y, Suite M ' OFFICE OFFICE CHANGE REC REC HALL HALL MECHANICAL STAIR A CENTRAL MONITORING STATION, AS REQUIRED BY NFPA 72 AND LOCAL Ronkonkoma, NY 1 1779 ROOM ROOM ROOM ENTRANCE I AHJ. COORDINATE WITH OWNER FOR PREFERRED COMMUNICATION (G31) 35G - 217G TYPE. IF 1P CONNECTION IS PREFERRED, PROVIDE ALL NECESSARY Surveyor: ' NETWORK CONNECTION TO FACILITY IT INFRASTRUCTURE. Y Nathan Taft Corwin 6. COORDINATE WITH KITCHEN CONSULTANT OR EQUIPMENT VENDOR TO 158G Main Road, 30 30 30 30 3o I PROVIDE PROPER NUMBER OF INPUT MODULES FOR EXACT KITCHEN Jamesport, NY 1 1947 WIRE LEGEND 1 HOOD SUPPRESSION SYSTEM SPECIFIED. ' HALL REC OFFICE OFFICE CHANGE B (G3 I) 727 - 2090 ID DESCRIPTION TYPE REMARKS RM ROOM B SHEET NOTES Protect Name I A SLC LOOP 1PR #16 TWISTED UNSHIELDED 10 Q— _ I 1. DEVICES SHOWN ON RISER ARE FOR REFERENCE ONLY. FOR EXACT 5775 W Mill Road FIRE DEVICES QUANTITY AND ITS LOCATION REFER TO FIRE ALARM B NAC CIRCUIT 1PR #14 TWISTED 00 FACP FLOOR PLANS (TYPICAL). -- -- - FIRE ALARM Q CONTROL PANEL 2. ALL LOW VOLTAGE FIRE ALARM CONDUCTORS SHALL BE PROTECTED BY C POWER — 24VDC 1PR #14 TWISTED IN 3/4 Protect Address Q2 EITHER BUILDING CONSTRUCTION OR RGS CONDUIT TO 12 FEET ABOVE 5 775 W Mill Rd, ' ----- -- I THE FINISHED FLOOR. LOADING DOCKS, GARAGES, SUPPRESSION AND D COMMUNICATION 1PR #16 TWISTED SHIELDED IN 3/4"C. EXTINGUISHING SYSTEM WIRING, MECHANICAL AND ELECTRICAL ROOMS - -- — AND OTHER LOCATIONS SUBJECT TO MECHANICAL DAMAGE SHALL BE IN i E MONITORING 1PR #16 TWISTED 0O ' FULL RIGID CONDUIT (RGS). IN ALL OTHER AREAS OR ABOVE INDICATED Mattituck, NY 1 1952 POWER SUPPLY I HEIGHT, NYC APPROVED FIRE ALARM WIRE MAY RUN EXPOSED (WITHOUT Project Type F POWER — 120VAC 2#10+1#10GRD-3/4"C. Q INTEGRAL SINGLE OR DUAL i CONDUIT), PROVIDED IT MEETS NYC ARTICLE 760 AND CONNECTS TO i PATH FIRE COMMUNICATOR � � BUILDING STRUCTURE USING A NYC APPROVED MEANS. I 1. ALL LOW VOLTAGE FIRE ALARM CONDUCTORS SHALL BE PROTECTED BY EITHER BUILDING (CELLULAR AND/OR IP) 5 UDACT I Renovation O WITH CENTRAL STATION TO 3. PROVIDE 24VAC OR 12VAC POWER SUPPLY TO ALL CONTROL RELAYS i CONSTRUCTION OR CONDUIT TO 10 FEET ABOVE THE FINISHED FLOOR. FIRE ALARM COMPLY WITH NFPA 72 CONDUCTORS LOCATED IN LOADING DOCKS, GARAGES, MECHANICAL, ELECTRICAL/POWER ' FROM FACP OR DEDICATED POWER SUPPLY. OR GENERATOR ROOMS OR IN OTHER LOCATION WHEN SUBJECT TO MECHANICAL DAMAGE SHALL BE ENTIRELY IN RIGID CONDUIT OR EMT. CONDUCTORS RUN VERTICALLY SHALL BE I 4. ALL ELECTRICAL EQUIPMENT ASSOCIATED WITH FIRE PROTECTION Revls�ons I ENTIRELY PROTECTED REGARDLESS OF HEIGHT AND LOCATION. IN ALL OTHER AREAS, WIRE LP-1 A/13 1 SYSTEM AND INDICATED ON THIS DRAWING SHALL BE IN A 07-18-22 ISSUED FOR SCHEMATIC DESIGN MAY BE RUN WITHOUT CONDUIT ABOVE 10 FT AND SHALL BE FASTENED TO BUILDING #10 GRIDT10 BLDG = SEPARATE RED ENCLOSURES AND LABELED PROPERLY. I I-04-22 ISSUED FOR PERMIT WALL OR CEILING EVERY 3 FEET OR LESS, UNLESS OTHERWISE NOTED. STEEL FOR NYC I O4- 2. 155UED FOR 100% CD SUBJECT TO ALLOWABLE VOLTAGE DROP NOT TO EXCEED 5% (DETERMINED BY THIS O � 05-12-23-23 ISSUED FOR PERMIT CONTRACTOR) SHALL BE INCREASED ACCORDINGLY. 2#12+1#12GRD-3/4"C ' 07-2G-23 OWNERREV1510N5 1 1-17-23 KEVI5ED PER AHJ 12-07-23 REVI5ED PER AHJ SECOND FLOOR — — —— — — —— — ' 01-29-24 155UED FOR PKOGRE55 - - - - — - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - - - - -03 19 24 FIRE ALARM AS BUILT5 1 2#12, ;#12GRD A 3/4"C I 1 ' CR CR F F S Co S F 1 120V POWER ' 194'f DINING FOYER KITCHEN � FIRE SPRINKLER FSD BAR AREA 24 VDC , BELL ' PS (F.B.O.) FLOOR CONTROLXZ ASSEMBLIES B WP I EOL EOL I 6O KITCHEN HOOD TO SPRINKLER SYSTEM FIRE SUPPRESSION EOL EOL i ALARM FLOW SWITCH SYSTEM wF wF ' ANSU VS VS I THE5E DRAWING5 ARE AN IN5TKUMENT OF 5ERVICE, AND A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED U5E OF THE5E DOCUMENT515 IN A VIOLATION OF 5ECTION 7209 5UD-DIV15ION 2 OF THE N.Y. 5TATE EDUCATION LAW. 75 75 ICU3o Drawing Title 30 ' RPZ HOT BOX f IRE ALARM ROOFED BAR BATH KITCHEN OVER AREA i EOL EOL R15ER DIAGRAM PATIO TS TS 5CTM# 1000-1 OG-G-3 APP No: 1 I 5CDH5 No.: JM2 #: 2022-OG42 FIRST FLOOR _ _ _ _ _ __�_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Planning #: _ DATE: 5/3/2022 400 SEAL� SIGNATURE: DESIGNED BY: ih CHECKED BY: AR5 of NEW f^ FIRE ALARM RISER DIAGRAM ���o���R.�� SCALE: As indicated SCALE: NOT TO SCALE , DWG No: r u1 0 1 Sfi0 �`^�'3Ar�i remain on until the alarm condition is reset to normal, - Temperature; 32F to 120E (OC to 49C) "It is a violation of the State Education Law for an person, Architect o ecor : 16610 FIRE ALARM SPE:CIFICATIDN - �umidit 0-93% RH, non-condensing unless he or she is actin under the direction of a licensed 9. Elevator lobby detectors shall recall the elevator to the primary designated floor, or if the primary Y' 9 9 PART 1 - GENERAL detector is activated then to the secondary designated floor. - =levation no limit professional engineer to alter an item in anyway, on this 3. Standard Detector Mounting Bases, GE-SIGA-SB). Provide standard detector mounting bases drawing and/or in this specification in anyway. If any such 11 GENERAL REQUIREMENTS C. The entire fire alarm system wiring shalt be electrically supervised to automatically detect and report 9 9 item is altered, the altering engineer shall affix to the item trouble conditions to the fire alarm control anel. An opens, rounds or disarrangement of system wiring GE-SIGA-SB suitable for mounting on North American 1-gang, 3" or 4" octagon box and 4 square box. . u1ma I A. The general provisions of the contract including General and Special Conditions and General Requirements P Y P 9 9 Y 9 The base shall, contain no electronics, support all Signature Series detector types and have the his or her seal and the notation altered by followed by his and shorts across alarm belt/strobe wiring shall automatically, PP g YP or her signature and the date of such alteration, and a Shalt apply to at[ work under this Section. following minimum requirements:( specific description of the alteration." ��``1. Update the control/display as described above (A.1.) This Ian is a roved onl for the work indicated on the rc Me J ' cture P.c. 1.2 DESCRIPTION �F WORK a. Reroval of the respective detector shall not affect communications with other detectors. P approved Y 2. Operate the supervisory relay contacts to initiate the transmission of an alarm to a central station application specification sheet. all other matters are not to be A. The work includes providing all labor, materials, equipment, accessories, services and tests necessary to agency via leased telephone lines. b. Terminal connections shall be made on the room side of the base. Bases which must be removed to relied upon, or to be considered as either being approved or complete and make ready for operation by the Owner a fire alarm system. Perform an acceptance test ga acces to the I and make ad justments as required by the authorities having jurisdiction. 3. Visually and audibly annunciate a general trouble condition, on the remote annunciator panel. The in s terminals shall not be acceptable, in accordance with applicable codes. JM2 ARCHITECTURE, PC B. Provide ashown on drawings a fire alarm system consisting of the following: visual indication shall remain on until the trouble condition is repaired, c. The base shalt be capable of supporting one (1) Signature Series GE-SIGA-LED Remote Alarm LED 2410 NORTH OCEAN AVENUE PART 2 - PRODUCTS Indcator. Provide remote LED alarm indicators where shown on the plans. SUITE 300 1, A fire alarm control panel with microprocessor based electronics, power supplies, amplifiers and batteries. 2.1 BASE BID MANUFACTURERS 4. Relay Detector Mounting Bases, GE-SIGA-RB. Provide relay detector mounting bases GE-SIGA-RB suitable FARMINGVILLE, NY, 11735 for mounting on North American 1-gang, 3 or 4 octagon box and 4 square box, The relay base shall T 1631 .320.3305 F) 631 .320.3307 2. Automatic and manual initiating devices. support all Signature Series detector types and have the following minimum requirements: 3. Audib A. GE-Edwards Systems Technology (GE-EST) teand visual notification appliances. a. The relay shalt be a bi-stable type and selectable for normally open or normally closed operation. Applicant: b d St i h Self e lf-Syncronze roes 4. Contrd outputs to ventilation systems. B. b. The position of the contact shalt be supervised. 2. Anthony Martignetti 5, Raceways, wiring and accessories as required for a complete and operable system. C. Siemens a. I-Gang Strobes, Genesis Series, Provide strobes manufactured by GE-EST, Cat No. G1RF-VM. (White c. The relay operation shalt be exercised by the detector processor upon power up. C. The Contractor shall prepare all required drawings, wiring and riser diagrams, and make necessary face plates may be used based upon approval of local jurisdiction only) East 92nd St, Apt 3 submissions rnd obtain all approvals as required by local Building Department and Fire Prevention Agency. 2.2 GENERAL d. The relay shalt automatically de-energize when a detector is removed. 3. Horns New York, NY 10128 formed b qualified personnel, with all necessary licenses as required by the local A. Any equipment proposed as equal to that herein specified must be proven by the Contractor. Submit to the e. The operation of the relay base shall be controlled by its respective detector processor. - (917) 535 - 3777 D. All work shop be per y q P Engineer; the manufacturers name, model numbers of substitute equipment and materials, engineering data Detectors operating standalone mode shall operate the relay upon changing to alarm state. Relay a. (-Gang Horns, Genesis Series. Provided horns manufactured al GE-EST, Cat. No G1RF HD Series. agency haviri jurisdiction. sheets, and a list of ten CO) installations of similar equipment which have been satisfactorily installed and bases not controlled by the detector microprocessor shall not be acceptable. (White face plates may be used based upon approval of local jurisdiction only) E. The equipment shall be listed by Underwriters Laboratories. in continuous operation on a user's premises over a period of three (3) years. See section 16000 for Architect of Record : additional substitution request requirements. F. Form C Relaycontacts shall have a minimum rating of 2 am @ 30 Vdc and be listed for slot duty. 4. Horn/Strobes F. The exact location of all equipment shall be coordinated with existing equipment, HVAC ducts, etc q q g p p Y JM2 Architecture, PC B. The catalog numbers used below are those of GE-Edwards Systems Technology (GE-EST) as provided b a. 1-Gang Horn/Strobes, Genesis Series. Provided horns/strobes manufactured by GE-EST, Cat. No. G. Under no circumstances shall the input power to the control panel (120 VAC) or auxiliary 24 VDC power 9 Y gY P Y 9. Renovat of the respective detector shall not affect communications with other detectors. from the power supply of the panel be utilized for auxiliary external control functions (e.g. Fusible links, Electrical Technology Inc., 35 Doyle Court, E. Northport, NY, 631-499-0300, and constitute the type and G1RF-HDVM. (White face plates may be used based upon approval of local jurisdiction only) 24 I North Ocean Ave, Suite 300 P PP Y quality of equipment to be furnished. h. Terminal connections shall be made on the room side of the base. Bases which must be removed to 5. Remote LED Alarm Lamps FarmingVille, NY, 11738 damper, etc.), gain access to the terminals shall not be acceptable, H. All initiating and indicating circuits are polarized and supervised, Polarity must be observed and no C. The Fire Alarm Control Panel shalt have the capability to be expanded for future additions/alterations. (63 I) 320 - 3305 parallel-branching (tee-tapping) will be permitted, a. SIGA-LED Remote lamp indicator light. 5. Intelligent Duct Smoke Detector Housing, GE-SIGA-SD. Provide smoke duct detector GE-SIGA-SD, along G. ANCILLARY DEVICES MEP E n 91 n ee r: I. Actuation of any new actuating device shall perform the function as performed by similar devices on this 2,4 REMOTE LCD ANNUNCIATOR 9 9 9 a st andard,tandard, relay or isolator detector mounting base. Provide for variations in duct air velocity 1, Remote Relays Emtec Consultin En sneers DPC floor and other floors and as required by Code. A. Provide a remote lcd annunciator, with the same look and feel as the facu Y g g between 300 and 4000 feet per minute (300 to 1000 feet per minute for ion-photo-heat detector), J. Fans stem shutdown shall perform the same functions as similar devices on this floor and other floors operator interface. the remote lcd annunciator shall use the same primary 3555 Veterans Memorial Hi hwa Suite M Y acknowledge, silence, and reset keysl status leds and lcd display as the facu. Protect the measuring chamber from damage and insects. Provide an air exhaust tube and an air a. Multi Voltage Control Relays, MR-100 Series g y, i which extends into the duct air stream u to ten feet. Provide drilling templates and as required by Local Code. sampling inlet tube w c x p d l g e plates Ronkonkoma, NY 11779 B. Annunciator shall have super-twist lcd display with two lines of 40 characters and gaskets to facilitate locating and mounting the housing. Provide five one gang knockouts for (1). Provide remote control relays connected to supervised ancillary circuits for control of fans, (.3 STANDARDS each, annunciator shall be provided with four (4) programmable control switches mounting optional Signature Series modules. Finish the housing in baked red enamel. Provide remote dampers, door releases, etc. Relay contact ratings shall be SPDT and rated for 10 amperes (631) 356 - 2176 A. The system shall conform to the following latest National Fire Protection Association Bulletins, and shall be and associated leds. alarm LEDs GESIGA-SD-LED and Remote Test Stations GE-SIGA-SD-TRM as shown on the plans. at 115 Vac. A single relay may be energized from a voltage source of 24 Vdc, 24 Vac, 115 Installed as per all local Building and Fire Marshal/Department requirements. Vac, or 230 Vac. A red LED shall indicate the relay is energized, A metal enclosure shall be Surveyor B. Except as modified by governing codes and by the Contract Documents, comply with the latest applicable C. Under normal conditions the lcd shall display a 'system is normal" message and provided, Nathan Taft Corwin provisions and led b recommendations a the following. the current time and date. A INTELLIGENT MODULES - 2,8 FIRE ALARM CABLE 1586 Main Road, D. Should an abnormal condition be detected the appropriate led (alarm, supervisory 1. GENERAL A. Initiating circuits shall be 2 conductor #16 type FPL of FPLP cable as required, Where installed in conduit, Jamesport, NY 11947 1. National Fire Alarm Code (NFPA 72) or trouble) shall flash. the unit audible signal shall pulse for ALARM CONDITI❑NS 2. Uniform Building Code AND SC)UND STEADY FOR TROUBLE AND SUPERVISORY C❑NDITIONS, a. It shall be possible to address each Intelligent Signature Series module without the use of DIP or THHN conductors may be substituted for fire alarm cable. (63 I) 727 - 2090 rotary switches. Devices using DIP switches for addressing shall not be acceptable. The B. Notification circuits shall be 2 conductor #14 type FPL or FPLP cable as required minimum size #14 AWG. E. THE LCD SHALL DISPLAY THE F❑LL❑WING INF❑RMATI❑N RELATIVE TO THE ABNORMAL personality of multifunction modules shalt be programmable at site to suit conditions and may be 3. Uniform Fire Code Where installed in conduit, THHN conductors may be substituted for fire alarm cable. C❑NDITI❑N OF A P❑INT IN THE SYSTEM; changed at any time using a personality code downloaded from the Analog Loop Controller, Modules Project Name 4. American National Standard Instituite requiring EPROM, PROM, ROM changes or DIP switch and/or jumper changes shall not be acceptable. PART 3 - EXECUTION S National Electrical Manufacturers Association 1. 40 CHARACTER CUSTOM L❑CATI❑N LABEL. The modules shall have a minimum of 2 diagnostic LEDs mounted behind a finished cover plate. A 2. TYPE OF DEVICE (E.G., SMOKE, PULL STATI❑N, WATERFL❑W). green LED shall flash to confirm communication with the loop controller. A red LED shalt flash to 3,1 WIRING 5775 W Mill Road 6, Underwriters Laboratories display alarm status. The module shalt be capable of storing up to 24 diagnostic codes which can A. Label wiring at all termination points, be retrieved for troubleshooting assistance. Input and output circuit wiring shall be supervised g 7. Applicable Natlional Fire Protection Association Standards 3. POINT STATUS (E.G., ALARM, TROUBLE). 9 P P 9 P for open and ground faults. The module shalt be suitable for operation in the following B. Contractor shall clearly re-label all Fire Alarm Control Panels with new zones with typed labels. 8. Americans with Disabilities Act (ADA) F. OPERATOR KEYS SHALL BE KEY SWITCH ENABLED TO PREVENT UNAUTH❑RIZED USE. THE environment; KEY SHALL ❑NLY BE REM❑VABLE IN THE DISABLED P❑SITION. ACKNOWLEDGE, SILENCE Project Address 9. National Electric Code (NFPA 70) b. Temperature: 32oF to 120oF (OoC to 49oC) C. In general, it is the intent of this specification that all fire alarm wiring be run concealed within walls j AND RESET ❑PERATI❑N SHALL BE THE SAME AS THE FACU, and/or above ceilings, wherever possible and shalt be UL approved "Power Limited Fire Protective" plenum 5775 W M�II Rd, IA SUBMITTALS c. Humidity: 0-937 RH, non-condensing rated cable, A. Submit prior to ordering equipment: 2.7 SIGNATURE SERIES INTELLIGENT ADDRESSABLE ANALOG DEVICES 2. SINGLE INPUT MODULE, GE-SIGA-CT1 D. Exposed cable shall be run in such a manner as to prevent damage or wherever cable is exposed to11 M a tt)t U C k, NY 11952 1. Wiring diagrams showing connections between all system components. A. ALL DEVICES - GENERAL a. Provide intelligent single input modules GE-SIGA-CTI. The Single Input Module shall provide one (1) damage, It shall be run in EMT or IMC conduits, All exposed cable below 10feet shall be run in conduit, 2. Description of system operation, 1. Each remote device shall have a microprocessor with non-volatile memory to support its functionality supervised Class B input circuit capable of a minimum of 4 personalities, each with a distinct E. Minimum size conduit for fire and smoke detection wiring shall be 3/4'. and serviceability. Each device shall store as required for its functionality the following data) device operation. The module shall be suitable for mounting on North American 2 (64mm) deep 1-gang F. All conduits must enter the sides of panel(s). Connections to top of panel are not permitted. Project Type 3. Annunciator schedule showing titles for each fire alarm and supervisory zone h boxes and 1 (38mm) deep 4 square boxes with 1-gang covers. The single input module shall serial number, device address, device type, personality code, date of manufacture, ours in use, 4. Manufacturer's literature marked to show model and catalog number for all equipment. number of alarms and troubles, time and date of last alarm, amount of environmental compensation support the fottowing circuit types: G. Splices are prohibited. Renovation 5. Manufacturer's installation instructions, operations and maintenance instructions. left/used, last maintenance date, job/project number, current detector sensitivity values, diagnostic P information (trouble codes) and algorithms required to process sensor data and perform communications - Normally-Open Alarm Latching (Manual Stations, Heat Detectors, etc.) 3.2 DETECTOR INSTALLATION 6. A complete la, out of the entire system including conduit routing, conduit sizes, wire sizes and types, with the loop controller. - Normally-Open Alarm Delayed Latching (Waterflow Switches) P .r' Y 9 9 YP 7. Provide a color code schedule for wiring, 2. Each device shall be capable of electronic addressing, either automatically or application programmed - Normally-Open Active Non-Latching (Monitor, Fans, Dampers, Doors, etc.) A. Smoke detectors shall not be installed until after the construction clean up of all trades is final. 9 B. Contractor shall arrange for the zone contractor to clean all existing smoke detector heads in area of Revi5i0n5 assigned, to support physical/electrical mapping and supervision by location. Setting a device's - Normally-Open Active Latching (Supervisory, Tamper Switches) 9 9 8. Battery sizing calculations indicating circuit loading and power supply loading. Voltage drop calculations by physical means shall not be necessary. 3. DUAL IMIPJT MODULE, GE-SIGA-CT2 work identified on contract documents. 07-15-22 ISSUED FOR SCHEMATIC DESIGN shall be submitted for atl notification appliance circuits exceeding 1.5 Amps or 300' length, C. Any smoke detectors installed prior to the final construction clean up shall be cleaned or replaced with 1 1-04-22 ISSUED FOR PERMIT B, INTELLIGENT DETECTORS - GENERAL a. Provide intelligent dual input modules GE-SIGA-CT2. The Dual Input Module shall provide two (2) new detectors, 9. Submittals shall be as a complete set. Partial submittal will not be acceptable. supervised Class B input circuits each capable of a minimum of 4 personalities, each with a distinct 04-28-23 ISSUED FOR 100% CD 1. The System Intelligent Detectors shall be capable of full digital communications using both broadcast 10. Drawings shall not be on less than 8-1/2 by 11 inch sheets and shall identify all symbols used. operation. The module shall be suitable for mounting on North American 2 (64mm) deep 1-gang D. No automatic detector shalt be mounted within the air flow of a supply air register. A minimum of 36' shall 05-12-23 155UED FOR PERMIT and polling protocol, Each detector shall be capable of performing independent fire detection boxes and 1 (38mm) deep 4 square boxes with 1- an covers. The dual input module shalt B. Submit prior to building occupancy algorithms. The fire detection algorithm shall measure sensor signal dimensions, time patterns and boxes the following e 4 types: g g P be provided between detector location and air register. 07-26-23 OWNER REVI5ION5 1. Contractor shalt submit, upon completion of system verification, a point-by-point check list indicating combine different fire parameters to increase reliability and distinguish real fire conditions from 3.3 LOCATION OF EQUIPMENT 1 1-17-23 REVISED PER AHJ issue a Record of Completion confirming that the - Normally-Open Alarm Delayed Latching (Waterflow Switches) unwanted deceptive nuisance alarms. Signal patterns that are not typical of fires shall be eliminated - Normally-Open Alarm Latching (Manua( Stations, Heat Detectors, etc,) the date and time of each item inspected and is inspection has been completed and the system installed and functioning in accordance with the by digital filters. Devices not capable of combining different fire parameters or employing digital A. Instruments shall be located as shown on the drawings, In general: 12-07-23 REVISED PER AHJ filters shall not be acceptable. - Normally-Open Acti N -Lthi (Mit F D D 0 I-29-24 ISSUED FOR PROGRESS specifications. ve on acngonor, ans, ampers, 00rs, etc.) B. Smoke/Heat Detectors - Ceiling Mounted. 1.5 RECORD DOCUMENTS, OPERATIONS AND MAINTENANCE MANUALS 2. Each detector shalt have an integral microprocessor capable of making alarm decisions based on fire - Normally-Open Active Latching (Supervisory, Tamper Switches) 03-19-24 FIRE ALARM AS-BUILTS parameter information stored in the detector head, Distributed intelligence shalt improve response time C. Strobe/Horns - Watt mounted 80" AFF or 6" below ceiling, whichever is lower. A. Complete record documents before scheduling acceptance test. Record documents shall include all by decreasing the data flow between detector and analog loop controller. Detectors not capable of 4. MONITOR MODULE, GE-SIGA-WTM & SIGA-MMl > making independent alarm decisions shall not be acceptable, Maximum total analog loop response time D. Pull Stations -Wall mounted 4' - 0" AFF 11 information required by the above SUBMITTALS section. 9 � P P g p P a. Provide intelligent monitor modules SIGE-WTM & SIGA-MMI. The Monitor Module shall be factory set for detectors changing state shall be 0.5 seconds, to support one (1) supervised Class B Normally-Open Active Non-Latching Monitor circuit. The 3.4 ACCEPTANCE TEST 1.6 GUARANTEE 3. Each detector shall have a separate means of displaying communication and alarm status. A green LED monitor module shall be suitable for mounting on North American 2 (64mm) deep 1-gang boxes and A. All equipment and systems shall be guaranteed for a period of one year following acceptance of the 1 (38mm) deep 4 square boxes with 1- an covers. A. Prior to scheduling acceptance test, check system and perform preliminary testing to verify that the system by the Owner. shall flash to confirm communication with the analog loop controller. A red LED shall flash to display P q g g system operates correctly and is ready for an acceptance test, alarm status. b. Provide intelligent control relay modules GE-SIGA-CR. The Control Relay Module shall provide one 1.7 CIRCUITING GUIDELINES form C dry relay contact rated at 2 amps @ 24 Vdc to control external appliances or equipment B. A factory trained technician shall supervise the final connections. He shall test and adjust all equipment 4. The detector shall be capable of identifying up to 32 diagnostic codes. This information shall be Y Y P PP A. Each addressable analog loop shalt be circuited as shown on the drawings but device loading Is not to available for system maintenance. The diagnostic code shall be stored at the detector. shutdown. The control relay shall be rated for pilot duty and releasing systems. The position of upon completion of the installation. Each detector, station, and signal shall be tested by the Contractor exceed 807 of loop capacity in order to leave for space for future devices. the relay contact shall be confirmed by the system firmware, The control relay module shalt be in the presence of the Architect/Design Professional, 5. Each smoke detector shall be capable of transmitting pre-alarm and alarm signals in addition to the suitable for mounting on North American 2 (64mm) deep 1-gang boxes and 1 (38mm) deep 4 B. Notification appliance circuits shall not be loaded more than 757 of their rated output. normal, trouble and need cleaning information. It shall be possible to program control panel activity to square boxes with 1-gang covers. C. Contractor shall engage the services of the Owner's zone contractor to perform final check out of Fire Alarm system and connections to Fire Alarm panel, each level. Each smoke detector may be individually programmed to operate at any one of five (5) C. Each of the following types of remote equipment associated with the fire alarm system shall be provided E. INTELLIGENT MANUAL PULL STATIONS - w sensitivity settings. D. Perform an acceptance test in the presence of the Owner and/or his representative and the local fire with a control relay contact as shown on the drawings, but shall be typically as follows HVAC fan systems Provide one (:1) shutdown control relay contact for each HVAC fan system. 6. Each detector microprocessor shall contain an environmental compensation algorithm which identifies and 1. GENERAL prevention agencies, All tests, as required by the Architect/Design Professional or local fire prevention 1. sets ambient Environmental Thresholds approximately six times an hour. The microprocessor shall a, It shall be possible to address each Signature Series fire alarm putt station without the use of agencies, shall be performed by the Contractor. 2. HVAC supply fans: Provide one (1) shutdown control relay contact for each HVAC supply fan over continually monitor the environmental impact of temperature, humidity, other contaminates as well as DIP or rotary switches. Devices using DIP switches for addressing shall not be acceptable. The E. Tests shall be repeated as required with no additional cost to the Owner, 15,000 CFM, detector aging. The process shall employ digital compensation to adapt the detector to both 24 hour manual stations shall have a minimum of 2 diagnostic LEDs mounted on their integral, factory THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND long term and 4 hour short term environmental changes. The microprocessor shall monitor the assembled single or two stage Input module. A green LED shall flash to confirm communication with F. Test all functions of the system in accordance with the inspection, testing and maintenance requirements 3. HVAC return fans: Provide one (1) shutdown control relay contact for each HVAC return fan over g g P 2,000 CFM, environmental compensation value and alert the system operator when the detector approaches 80% of the National Fire Alarm Code. Record each device and function tested. and 100% of the allowable environmental compensation value. Differential sensing algorithms shall the loop controller. A red LED shall flash to display alarm status. The station shall be capable AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P. of storing up to 24 diagnostic codes which can be retrieved for troubleshooting assistance. G. Whenever shutdown of the fire Alarm system is required to perform construction work, contractor shalt ANY UNAUTHORIZED U5E OF THESE DOCUMENTS 15 IN A maintain a constant differential between selected detector sensitivity and the learned base line Input circuit wiring shall be supervised for open and ground faults. The fire alarm putt station arran e for such shutdown to be erformed b the Owner's zone contractor. 1.8 FIRE ALARM SYSTEM SEQUENCE OF OPERATION sensitivity. The base line sensitivity information shall be updated and permanently stored at the shalt be suitable for operation in the following environment. g P y VIOLATION OF SECTION 7209 5UB-DIV15ION 2 OF THE N.Y. A. The system shall identify any off normal condition and log each condition into the system database as an detector approximately once every hour. = Temperatures 32oF to 120oF (OoC to 49oC) H. Tests shalt include but not be limited to; STATE EDUCATION LAW. event. 7. The intelligent analog detectors shall be suitable for mounting on any Signature Series detector - Humidity 0-93% RH, non-condensing (. Set and record sensitivity of detectors in installed locations. DraWin Title 1. The system shall automatically display on the control pan mounting base. g el Liquid Crystal Display the first event of 2. DOUBLE ACTION MANUAL PULL STATION, SIGA-278 2. Activate each detector and verify operation of all control panel functions. fIRE ALARM the highest priority by type. The priorities and types shall be alarm, supervisory, trouble, and C. INTELLIGENT DETECTORS monitor. a. Provide intelligent double action, single stage fire alarm stations SIGA-278. The fire alarm station 3. Test and verify all automatic functions Ce., fan shutdown). 1. Fixed Temperature/Rate of Rise Heat Detector, GE-SIGA-HRS, shall be of lexan construction with an internal toggle switch. Provide a key locked test feature. 2. The system shall have a Queue operation, and shall not require event acknowledgment by the system Finish the station in red with white lettering. The manual station shall be suitable for mounting on 4. Verify att control panel functions, including alarm and trouble conditions. operator. The system shall have a labeled color coded indicator for each type of eventi alarm - red, a. Provide intelligent combination fixed temperature/rate-of-rise heat detectors GE-SIGA-HRS. The Ncrth American 2 (64mm) deep 1-gang boxes and 1 (38mm) deep 4 square boxes with 1-gang 5FECIf supervisory - yellow, trouble - yellow, monitor - green. When an unseen event exists for a given heat detector shall have a tow mass thermistor heat sensor and operate at a fixed temperature I. Final "As-Built" schematics shall be rovided b the Contractor u on satisfactor com letion of all testin ICATION5 type, the indicator shall flash. When all events of a given type have been displayed, the indicator and at a temperature rate-of-rise. It shall continually monitor the temperature of the air in its covers. P Y p y P g and acceptance of same, 11 shalt change from flashing to steady, surroundings to minimize thermal lag to the time required to process an alarm, The integral 3. PROTECTIVE COVERS, MINI STOPPER 1I - STI 6540 microprocessor shall determine If an alarm condition exists and initiate an alarm based on the J. Contractor shall instruct the Owner's representatives in complete operation, adjustment, and maintenance 5CTM# 1000-106-6-3 AFF No: 3. For each event, the display shalt include the current time, the total number of events, the type of analysis of the data. Systems using central intelligence for alarm decisions shall not be a. Provide protective covers without horn - with horn housing SHELL at all manual pull stations in of the system. Prior to acceptance by the Owner, the Contractor shall provide four (4) copies of event, the time the event occurred and up to a 40 character custom user description. acceptable. The intelligent heat detector shalt have a nominal fixed temperature alarm point public spaces. operating and maintenance manuals for the system installed. 5CDH5 No.: JM2 #: 2022-OG42 4. The user shall be able to review each event by simply selecting scrolling keys (up-down) for each rating of 135oF (57oC) and a rate-of-rise alarm point of 15oF (9oC) per minute unless otherwise event type. shown on design drawings. The heat detector shalt be rated for ceiling installation at a minimum of F. NOTIFICATION APPLIANCES K. Upon completion of all work, contractor shall prepare a new fire zone map for each floor affected by 70 ft (21.3m) centers and be suitable for wall mount applications. 1. General renovation in accordance with owner's Standards and shalt mount within a frame adjacent to FACP. Planning #: _ DATE: 5/3/2022 5. New alarm, supervisory, or trouble events shalt sound a silenceable audible signal at the control panel. 3.5 GUARANTEE b. Photoelectric Smoke Detector, GE-SIGA-PS SEAL t 51GNATURE: DESIGNED BY: JI1 B. Operation of any alarm initiating device shall automatically a. Al. appliances shall be UL Listed for Fire Protective Service. Update the u�ntrol/displa as described above (A.1.) 2. Provide intelligent photoelectric smoke detectors GE-SIGA-PS. The analog photoelectric detector shalt A. A statement of acceptance and approval shalt be provided to the office of the Architect/Design 1. U P y utilize a light scattering type photoelectric smoke sensor to sense changes in air samples from Its b. At, strobe appliances or combination appliances with strobes shall be capable of providing the Professional. CHECKED BY: AR5 2. Sound all alarm signals throughout the building at the evacuation rate. surroundings. The integral microprocessor shall dynamically examine values from the sensor and initiate Equivalent Facilitation which is allowed under the Americans with Disabilities Act Accessibilities C)F NE W 9 9 9 Guidelines (ADA(AG)), and shalt be UL 1971, and ULC S526 Listed, B. The Contractor shall guarantee all wiring and equipment to be free from inherent mechanical and electrical �� 1- SCALE: As indicated 3. Turn on all strobe tights throughout the building. an alarm based on the analysis of data. Systems using central intelligence for alarm decisions shall defects for a period of one (1) year from the date of acceptance. ��' �„�'li „�� ,� 9 9 9 not be acceptable. The detector shall continually monitor any changes in sensitivity due to the r c. At, appliances shall be of the same manufacturer as the Fire Alarm Control Panel specified to � ,O - i 4, Turn on a red alarm LED at the fire alarm control panel, environmental affects of dirt, smoke, temperature, aging and humidity. The information shall be stored insure absolute compatibility between the appliances and the control panels, and to insure that C. The manufacturers representative shall guarantee all equipment to be free from inherent mechanical and * r 3t. ,r': I DWG No: P in the integral processor and transferred to the analog loop controller for retrieval using a laptop � 5. Operate the alarm relay contacts to initiate the transmission of an alarm to a central station agency PC. The photo detector shall be rated for ceiling installation at a minimum of 30 ft (9,1m) centers and the application of the appliances are done in accordance with the single manufacturers electrical defects for a period of one (1) year from date of acceptance. �, P Y 9 Y P 9 instructions Jy !. I . via teased telephone tines. be suitable for wall mount applications. The photoelectric smoke detector shalt be suitable for direct D. The Contractor shalt arrange to have the manufacturer's representative make available to the Owner a c'c� � � g%P' Insertion into air ducts up to 3 ft (0.91m) high and 3 ft (0.91m) wide with air velocities up to 5,000 d. Any appliances which do not meet the above requirements, and are submitted for use must show local service department which shalt stock standard parts on the premises. Warranty service is to be s�N Q 4`�' �M 6. Operate contr^ot relay contacts to shutdown all HVAC units. ft/min. (0-25.39 m/sec) without requiring specific duct detector housings or supply tubes. written proof of their compatibility for the purposes intended, Such proof shall be in the form provided during normal working hours, at no cost to the Owner, for a period of twelve (12) months from Q�- 3 1* . 03 FA= 7011 7. Operate control relay contacts to release all magnetically held smoke doors throughout the building if of documentation from all manufacturers which clearly states that their equipment (as submitted) the date of acceptance of the installation. �`��ES`'�o any, a. The percent smoke obscuration per foot alarm set point shall be field selectable to any of five are 100% compatible with each other for the purposes intended. sensitivity settings ranging from 1,07 to 3.57. The photo detector shalt be suitable for operation END OF SECTION 16610 8. Visually annunciate the zone of alarm on the remote annunciator panel, The visual indication shall in the following environment+ U LAT I O N 5 PROJECT DATA Architect of Record: EG�'E55 CALC. A5 PER TABLE 1004 .5 OF THE 2020 NEW YORK STATE BUILDING CODE,OCCUPANCY LOADS ARE A5 FOLLOWS: ® - ADDRESS: 5775 W MILL RD, MATTITUCK, NY 1 1552 SECTION BLOCK LOT: 1000 106.00 06.00 003.000 i M ® ��6 ZONING: TOWN OF SOUTHOLD MARINE II(Mll) FIRST FLOOR ASSEMBLY(TABLES/CHAIRS) 800 5F/ 15 5F!OCC = 53.3 OCCUPANTS ®T��F � USE: FIRST FLOOR BAR,SECOND FLOOR APARTMENT �] el��sT � OCCUPANCY CLASS: A-2 t R-2 (I HOUR FIRE SEPARATION REQUIRED) I\C I T E C T U R E P C COMMERCIAL KITCHEN 300 5F 1200 SF/OCC= - 1.50 OCCUPANTS CONSTRUCTION CLA55: 4(HEAVY TIMBER)t 5B(UNPROTECTED WOOD FRAME) TOTAL= 54.5(55)OCCUPANTS 0 q�c� SITE AREA: 0.124 ACRE(5401.44 5F) PROPOSED SOFT: 3,080 SECOND t THIRD FLOORS JM2 ARCHITECTURE, PC RESIDENTIAL 1,482 5F/200 5F/OCC= 7.41 OCCUPANTS e SCOPE OF WORK: I)BUILDING LIFT GUT RENOVATION ACCE550RY STORAGE G85 5F/300 5F/OCC= _ 2.28 OCCUPANTS RECREATION ROOM 24 I 0 NORTH OCEAN AVENUE TOTAL= 9.69(10)OCCUPANTS "t`t� i`creek SUITE NY, t.iatut�ck ,•:='� �<av Access site � ,�* FARMINGVILLE, NY, 11738 Dislvict IN ACCORDANCE W/SECTION 1005.3.2 OF THE NYSBC, MINIMJM EGRESS WIDTH REQUIRED SHALL BE AS FOLLOWS: T 631.320.3305 F 631.320.3307 1 of Yu '' t41`e!ss Green�.o ~a�UPANTS x 0.15 =8.25", 3'-0""MIN.WIDTH,(2)EXITS PROVIDED �s �� � u � FIR5T FLOOR_ 55 O.,C s _ �� '- "" I EXIT PROVIDED ' Applicant: SECOND J THIRD FLOORS 10 OCCUPANT5 x 0.15 1.5, 3 0 MIN.WIDTH, O _ _ _i s N Anthony Martignetti (STANCES TRAVEL D s�G 8 East 92nd 5t,Apt 3 r 7- A-250 FT SPRINKLERED � o �;� New York,NY 10128 36"x 80" f r.9attDoc n pa IN ACCORDANCE W/SECTION 1006._.I OF THE NYSBC: ® � _ w �� Con-�nse��ial D��rs�Q a 0 (917)535-3777 R-2 WITH ONE EXIT-MAXIMUM COMMON PATH OF EGRESS TRF,VEL DISTANCE= 125' QO , 1,�� a^attrtucF:inleC R•:9arir,a � Architect of Record' ® ?- Lan=:crag Ga•�en . _-- ---_-- r coopers I.o Nz RO 5775 4"d h:? e 1 Fcunc�ation -- � e ae Ste ��3ttitUrn',N°r t t 2 JM2 Architecture,PC EMPLOYEE BATHROOM �^ ® HALL ?v: k Lr,=" "� ���� 24 10 North Ocean Ave,Suite 300 Farmingville,NY 11738 rs 4 (631)320-3305 SUBJECT uP MECHANICAL ;pc a PROPERTY Structural Engineer: E2 En veers m 1-071 3 C �, 488 Montauk Ave a New London,CT OG320 ® (860)437-3259 ROOFED OVER PATIO BELOW EMPLOYEE OFFICE ' NGR BATHROO gas MEP Encgmeer: O4 Emtec Consulting Engineers DPC 3555 Veterans Memorial Hwy,Suite M t,^,;:I Raad F:e eae� Ronkonkoma,NY 11779 CL. CL. (631)35G-217G SHELVES KEY MAP N 5urveyor: N .T.S. 30"x 80" 30"x 80" ' Nathan Taft am Road,Corwin III Jamesport,NY 11947 V ' i5'TRAVEL DISTANCE< 125' GENERAL D U I LD I N G N OTE5 (631)727-2090 Q MPLOYEE CHANGING ROOM 1.ALL WORK SHALL COMPLY WITH THE"2020 NEW YORK STATE CODE"AND ALL OTHER CODES OF ALL AUTHORITIES HAVING JURISDICTION. Project Name MANAGER OFFICE 2.ALL 5UB-CONTRACTOR5 SHALL CHECK,VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND REPORT ANY f DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK. f 3.ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO TtE WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF A.S.T.M. 5775 VV Mill Rd 5PEciF1CATI ONS. 4.WRITTEN DIMFN51ON5 SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS AND DETAIL DRAWINGS OVER SMALL SCALE DRAWINGS. 5.THERE SHALL BE NO PROCESSES TO BE CONDUCTED IN THE BUILDING THAT WILL PRODUCE AIR CONTAMINATES WHICH MAY BE INJURIOUS TO THE Project Address HEALTH OF RESIDENTS. J 7 G. ELECTRICAL RECEPTACLES, LIGHTS AND OTHER EQUIPMENT SHALL CONFORM TO CODES HAVING JURISDICTION. 5775 W Mill I\�, 7.TENANTS AND OWNERS SHALL BE FULLY AWARE OF AND CONFORM TO ALL REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. Mattltuck, NY 1 195 2 3 � 8. NO LOCKS OR FASTENINGS TO PREVENT FREE ESCAPE FROM INSIDE OF ANY BUILDING, Second Floor_ Egress 9. CONTRACTOR MUST COMPLY WITH APPROVED WORKING DRAWINGS AND REQUIREMENT SHEETS. NO DEVIATIONS SHALL BE PERMITTED EXCEPT BY 3/ 1 G 11-011 I I WRITTEN APPROVAL OF TOWN BUILDING DEPARTMENT, Project Type 10.ALL C$D MATERIALS EXPORTED FROM THE SUBJECT PARCEL SHA'�L BE TRANSFERRED TO AN APPROVED NY5DEC FACILITY, LOAD/TRAN5FEK TICKETS TO BE RETAINED AND COPIES PROVIDED TO THE TOWN OF SOUTHOLD IF REQUIRED FOR THE RECORD. AL NOTES COUNTER . GENES Lift Renovation W/UNDERCOUNTER FRIDGE 1. TOWN OF SOUTHOLD DATUM NAVD 88 Revisions 2. ALL ROOF DRAINS SHALL BE PIPED TO DRAINAGE SYSTEM WITH MIN.G"DIA. PVC 5DR 35 PIPE. Design Development 03-14-2022 3. CONTACT THE ENGINEERING INSPECTOR AT LEAST 48 HOURS PK .TO START OF ANY WORK,WORK PERFORMED WITHOUT INSPECTION SHALL BE Revised per Owner 04-1 1-2022 CERTIFIED TO THE TOWN ENGINEER'S SATISFACTION AT APPUCANT'5 EXf�E'1d5E." 4. COORDINATE AND COMPLETE ALL UTILITY RELOCATION5.ALL UTILITIES SHALL BE INSTALLED BELOW GRADE. Revised per Owner 04-21-2022 DINING 5• PLACEMENT OF FILL,INSTALLATION OF RETAINING WALLS, DUMPING OF MATERIAL,EXCAVATION, MINING,OR 51MILAR DISTURBANCE OF LAND REQUIRES AN Kitchen revised per Owner 06-16-2022 OPEN APPROVED SITE PLAN. COMMENCEMENT OF ANY ACTION OF THE ABOVE WITHOUT APPROVAL 15 PROHIBITED AND SUBJECT TO LEGAL ACTION. Updated w5eating Layout 07-20-2022 f G. ALL EXISTING OR PROPOSED SUBSURFACE ELECTRIC,TELEPHONE OR CABLE SERVICES SHALL BE INSTALLED IN APPROPRIATE CONDUIT SLEEVES WHEN KITCHEN Revised Seating Layout 08-I I-2022 PERMANENT, IMPROVED SURFACES ARE PROPOSED OVER THE ROUTING PATH. r ® ® ® w s ® 7. ALL RECYCLED PORTLAND CEMENT CONCRETE AGGREGATE(RCA)�'ND FILL MATERIALS ARE TO BE FROM AN APPROVED SOURCE. RECYCLED PORTLAND Revised per SCDHS Food Control 09 12 2022 CEMENT CONCRETE AGGREGATE 15 TO BE CERTIFIED. DOCUMENTATION 15 TO BE PROVIDED SHOWING THAT THE MATERIAL OBTAINED 15 FROM A NY5DEC Plans Revised per Owner 09-28-2022 REGISTERED OR PERMITTED CONSTRUCTION AND DEMOLITION(CAD)DEBRIS PROCESSING FACILITY AS SPECIFIED IN SECTION 360-)6.I OF GNYCRR PART 360, Lighting Plans Revised per Owner 10-14-2022 "SOLID WASTE MANAGEMENT FACILITIES"." Lighting Plans Revised per Owner 10-21-2022 ' 1 8. CONTRACTOR MUST COMPLY WITH APPROVED WORKING DRAWINGS AND REQUIREMENT SHEETS. NO DEVIATIONS SHALL BE PERMITTED EXCEPT BY WRITTEN v ' APPROVAL OF TOWN BUILDING DEPARTMENT. Construction Documents 1 1-02-2022 ' BATH F1 9.THE SOUTHOLD SUBDIVISION AND LAND DEVELOPMENT REGJLATION5 SHALL BE FOLLOWED. Revised and Resubmitted to Town 2 15 2023 10.THIS 51TE PLAN 15 BASED ON A SURVEY PREPARED BY NATHAN TAFT,CORWIN III LAND SURVEYOR DATED JUNE 2, 2021. Issued to Owner for Review 3-15-2023 0 1 0 DW Revised and Resubmitted to Town 5 17 2023 lu DRAWING LI 5T Revised and Ressued 6 26 2023 ' L;HEI Revised and Reissued 7-28-2023 co T-I TITLE PAGE/EGRESS PLAN 5001 STRUCTURAL NOTES A-I EXISTING FIRST FLOOR PLAN 5002 STRUCTURAL NOTES O A-1.1 EXISTING SECOND FLOOR PLAN 5100 PILE LAYOUT PLAN Bldg bent copyTrom ZBA E A-2 PROPOSED FIRST FLOOR PLAN 5101 FIRST FLOOR FRAMING PLAN Fiat rt� '^t�ENTRY BATH 5ATH HALL z ee Ml -�3 o _ 1 A-2.1 PROPOSED SECOND FLOOR PLAN 5102 SECOND�THIRD FLOOR FRAMING PLANS _ r ® w A-3 REFLECTED CEILING PLANS 5200 STRUCTURAL SECTIONS DOCK Iat ' A-4 ELEVATIONS 5201 STRUCTURAL SECTIONS f ' STRUCTURAL DETAILS A-5 1 ELEVATIONS 5300 SECTION STRUCTURAL DETAILS THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS o ® � ® ® ,® ® _ a_ s - ® � A-6 FOOD CONTROL PLAN p SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY 0 97'TRAVEL DISTANCE < 250' A-7 AIR SEAL DETAILS�BATHROOM PLANS RECEDE UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A °X ' A-8 INTERIOR ELEVATIONS VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. o I /►�� Up A-9 ADA, INSPECTIONS,WINDOW SCHEDULE �Ul. 312d23 STATE EDUCATION LAW. O ' A-10 WINDOW�DOOR DETAILS 'yam _ r FOYER A-10.1 WINDOW�DOOR DETAILS Board of Appea WOOD DECK ' D-I FIRST FLOOR DEMOLITION PLAN nine Drawing Title ROOFED OVER PATIO /'� D-2 SECOND FLOOR DEMOLITION PLAN -zoning 0 x BAR NOTE5 PER 2020 ECC NY5 Title, Fa , / E�re55 Plan � DN m \ SECTION 403.1 NOT LESS THAN ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM C ' ' SCTM# 1000 106.00 06.00 003.000 BUILDING No: R403.3.3 DUCT TESTING(MANDATORY) ' DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY ONE OF THE FOLLOWING METHODS: SCDH5 No.. C-21-0373 JM2 No: 2022-OG42 �too_ ROUGH-IN TEST:TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 INCH W.G. (25 PA)ACROSS THE SYSTEM, INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE IF INSTALLED AT THE TIME OF THE TEST. REGISTERS SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST. P05TCON5TRUCTION TEST:TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 INCH W.G.(25 PA)ACROSS THE ENTIRE SYSTEM, SBA No: 7573 DATE: 6/26/2023 ENTRY X INCLUDING THE MANUFACTURERS AIR HANDLER ENCLOSURE. REGIST SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST. ® ® � `9 s sa REGISTERS SHALL HEATED WATER CIRCULATION AND TEMPERATURE MAINTENANCE SYSTEMS(MANDATORY) SEAL$SIGNATURE: DESIGNED BY: DA L9 HEATED WATER CIRCULATION SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION R403.5.1.1. HEAT TRACE TEMPERATURE MAINTENANCE SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION R403.5.1,2.AUTOMATIC CONTROLS,TEMPERATURE SENSORS AND PUMPS SHALL BE ACCESSIBLE. MANUAL CONTROLS CHECKED BY: JM Milli I SHALL BE READILY ACCESSIBLE. .R4036 MECHANICAL VENTILATION(MANDATORY) \g��R ED -q C ti SCALE: As indicated RAMP RAMP THE BUILDING SHALL BE PROVIDED WITH VENTILATION THAT COMPLIES WITH THE REQUIREMENTS OF THE RESIDENTIAL CODE OF NEW YORK STATE OR DN DN SLOPE 1:12 DN SLOPE 1:12 MECHANICAL CODE OF NEW YORK STATE OR NEW YORK CITY CONSTRUCTION CODE,AS APPLICABLE,OR WITH OTHER APPROVED MEANS OF VENTILATION. �� �� �9 �� DWG No: OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CL05E WHEN THE VENTILATION SYSTEM 15 NOT OPERATING, R404.1 LIGHTING EQUIPMENT(MANDATORY) * 1t 22'-G" 5'-0" 17'-6" NOT LE55 THAN 90 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. First Floor- E re55 2 R403.3.2 SEALING(MANDATORY ���9T 39 DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED,JOINTS AND SEAMS SHALL COMPLY WITH EITHER THE MECHANICAL CODE OF NEW YORK STATE F F NEB y 3/ 1 611 1 1-011 T I OR RESIDENTIAL CODE OF NEW YORK STATE,OR THE NEW YORK CITY CONSTRUCTION CODE,AS APPLICABLE. Architect of Record: JM2�� RC I T E C T U REPS JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11738 T 1631.320.3305 FI 631.320.3307 Applicant: Anthony Martignetti - - - - - - - - - - - - - - - - - - - _ ___ 8 East 92nd 5t,Apt 3 - - — -- New York, NY 10128 (917)535-3777 Architect of Record: JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 Farmingville,NY 11738 (631)320-3305 Structural Engineer: E2 Engineers DEMOLISH ENTIRE EAST I 488 Montauk Ave WING OF BUILDING New London,CT 06320 (860)437-3259 MEP Engineer: EM'00 Consulting Engineers DPC /III 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11779 ` (631)356-2176 m ' EXISTING WALLII Surveyor: TO BE REMOVED / Nathan Taft Corwin III II _ I - - �� g= - - -- - - - - - - -- - - - - - - - - -� — = =_ __ _=_______ __ =__ — — 7 I 58G Main Road _ J—L J� --� Jamesport,NY 1 194 r =- - - -F- — f - - - - - - - - - _ ® - - (631)727-2090 77-7 F I I I I I LOJ I I JOJ Project Name \\ � I I I I I I I 1111111 5775 WMiII Rd \ _I U ( I EXISTING I I BATHROOMS - - - - - - - - - - FIXTURE5TOBE - - I I REMOVED ( I I I Project Address 5775 W Mill Rd, I I I J L �_ EXISTING MECHANICAL EXISTING WALL ° U L - --- - - - ROOMS TO BE REMOVED Mattituck NY 11952 � I � --� I A I TO BE REMOVED Project Type L - - - - - - '; Lift Renovation III I I NOTE:DEMOLITION WORK TO BE \ U DONE IN CLOSE COORDINATION — — ` Revisions REFER TO WITH BUILDING LIFT — Desi n Development 03-14-2022 NORTH WING OF BUILDING TO BE STRUCTURAL PLANS — — _ g p COMPLETELY DEMOLISHED It LAWFULLYRevised per Owner 04-11-2022 DISPOSED OF -� Revised per Owner 04-21-2022 Kitchen revised per Owner 06-16-2022 \ 111 Updated w/5eatmg Layout 07-20-2022 I! I n \ Revised Seating Layout 08-11-2022 Revised per 5CDH5 Food Control 09-12-2022 — J I Plans ReVlsed per Owner 09-28-2022 Lightmg Plans Revised per Owner 10-14-2022 _ _ --- L ght ng Plans Rev sed per Owner 10-21-2022 J Construction Documents 11-02-2022 and itted 2-15-2023 ssued�o Owner for Review o Town 3-15-2023 Revised and Resubmitted to Town 5-17-2023 EXISTING FOYER EXISTING FIREPLACE CHIMNEY Revised and Reissued 6-26-2023 I IIII�� II TO BE REMOVED TO BE REMOVED III I N --F-D BY RA4 17 E: - - - - - � 2 II I I \ I - - - - - - - - -� \� im-JA A-2.0 L�— — — — —J L — — — — — — — — J L — �— — J THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS — - - - - - - - - - - — _�� ��-C�� �� �= - �- - -- - - �- -� - ----'-�-==== ��- --- - - ANY — — — — — SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. II 11 UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A \ \ II VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. \\ 1) \\ II STATE EDUCATION LAW, Drawmg Title Demolition- First floor FIr5t Floor - Demo 1 5CTM# 1000-106.00-06.00-003.000 BUILDING No: 1 1-011 p- 5CDH5 No.: C-21-0373 JM2 No: 2022-0642 DEMOLITION N OT E5 ZBA No: 7573 DATE: 6/26/2023 SEAL t SIGNATURE: DESIGNED BY: DA I. CONTACTOR SHALL RECEIVE ALL APPLICABLE DISCONNECT LETTERS BEFORE REMOVAL ANY UTILITIES. 2. CONTRACTOR IS RESPONSIBLE FOR MARK-OUTS AND NOTIFICATIONS TO UTILITY COMPANIES PRIOR TO WORK. CHECKED BY: JM 3. CONTRACTOR SHALL COORDINATE TO HAVE ALL BELOW GRADE UTILITIES MARKED OUT BEFORE EXCAVATION.CONTRACTOR 15 RESPONSIBLE FOR MARK-OUTS AND ��RED G, NOTIFICATIONS TO UTILITY COMPANIES PRIOR TO WORK. �g LE q �'j� SCALE: 1/4"= P-0" 4. CONTRACTOR SHALL REMOVE ALL EXI5TNG CONCRETE CURB AND ASPHALT IN ACCORDANCE WITH LOCAL LAWS. 5. CONTRACTOR SHALL REMOVE ALL DEMOLITION MATERIAL AND DEBRIS FROM PREMISES IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE STATE OF Q� �� �9 �� DWG No: NEW YORK AND THE TOWN OF SOUTHOLD. * I G. CONTRACTOR SHALL LOCATE,SECURE,AND DISCONNECT AT SERVICE PANEL,ALL CIRCUITS AFFECTED BY DEMOLITION. , 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LABOR,SUPPLIES,AND EQUIPMENT NECESSARY TO COMPLETE DEMOLITION. 8. CONTRACTOR SHALL REMOVE ALL EXISTING FLOORING.ALL GLUE RESIDUE AND ADHESIVE FROM EXISTING FLOOR SHALL BE GROUND DOWN IN PREPARATION FOR S� NEW FLOOR FINISHES. "9TH ��NESy4� 9. ANY EXISTING VINYL WALL COVERINGS SHALL BE REMOVED AND ADHESIVE SANDED SMOOTH. D = 1 10, ALL EX15TING DOOR KNO55 AND HARDWARE SHALL BE REMOVED AND D15CARDED IN PREPARATION FOR NEW. REFER TO DOOR NOTES FOR SPECIFICATIONS. Architect of Record: JM2 RC ` ITECTUREpc JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11738 T 631.320.3305 F) 631.320.3307 Applicant: Anthony Mart gnetti 8 East 92nd St,Apt 3 New York,NY 10128 - — — — —— — — — — — — —— — — — — — --FF- - � � - - - - - - -- -- - - - - -- — ® — - - - �� (9 17)535-3777 Architect of Record: I I I JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 II II I I I I I I I I Farmingvdle,NY 11738 DEMOLISH ENTIRE EAST I I (G3 1)320-3305 4 I I WING OF 3UILDING Structural Engineer: E2 Engineers A-8 I I I I I 488 Montauk Ave I I 1A New London,CT 06320 III it I I I I I IIII (860)437-3259 11 TI �rF \ MEP Engineer: _ I — ——� / \ r — — J� �" � Emtec Consulting Engineers DPC 7 II \ I I 3555 Veterans Memorial Hwy,Suite M / III III \ I r / jI II I I Ronkonkoma,NY 11779 (631)356-2176 j / I Surveyor: / I Nathan Taft Corwin III m I I I I I I I L — I I m Jamesportn NY 11947 (631)727-2090 Project Name FrTrr \� 11 REMOVE \ 11 CASEWORK IIII I I REMOVE EXISTING L L L L KITCHENETTE I ( III I BATHROOM FIXTURES 5775 W Mill Rd EXISTING STAIRCASE TO BE REMOVED III C1 —JL --� � I Project Address ° 5775 W MITI Rd, --�- ' Mattltuck, NY 11952 II I Project Type ifRenovation III II „ Lt III II �� � I I —_— _J I / I I I I Revs ons Design Development 03-14-2022 Revised per Owner 04-11-2022 — 1111 Revised per Owner 04-21-2022 Kitchen rev sed per Owner 06-16-2022 It _JIU-._ Updated 05eatmg Layout 07-20-2022 Revised Seating Layout 05-11-2022 Revised per 5CDH5 Food Control 09-12-2022 IIII I I ALL EXISTING WINDOWS TO Plans RCV15ed per Owner 09-28-2022 IIII BE REMOVED FOR Light ng Plans Rewsed per Owner 10-14-2022 REPLACEMENT Lightmg Plans Revised per Owner 10-21-2022 Construction Documents 11-02-2022 Revised and Resubmitted to Town 2-15-2023 Issued to Owner for Review 3-15-2023 iT Revised and Resubmitted to Town 5-17-2023 III EXISTING FIREPLACE III Revised and Reissued 6-26-2023 III � = CHIMNEY TO BE REMOVED � IIII , r-T I _ -BEV I r, n- 775-73 JJ THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A VIOLATION OF SECTION 7209 5UD-DIVI5ION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title Demolition- Second Floor Second Floor - Demo 1 5CTM# 1000-106.00-06.00-003.000 BUILDING No: 1 /411 — 1 '-011 �-2 SCDHS No.: C-21-0373 JM2 No: 2022-0642 DEMOLITION N OT E5 ZBA No: 7573 DATE: 6/26/2023 SEAL SIGNATURE: DESIGNED BY: DA I. CONTACTOR SHALL RECEIVE ALL APPLICABLE DISCONNECT LETTERS BEFORE REMOVAL ANY UTILITIES. 2. CONTRACTOR 15 RESPONSIBLE FOR MARK-OUTS AND NOTIFICATIONS TO UTILITY COMPANIES PRIOR TO WORK. CHECKED BY: JM 3. CONTRACTOR SHALL COORDINATE TO HAVE ALL BELOW GRADE UTULITIE5 MARKED OUT BEFORE EXCAVATION.CONTRACTOR 15 RESPONSIBLE FOR MARK-OUTS 41RED C AND NOTIFICATIONS TO UTILITY COMPANIES PRIOR TO WORK. �g %-V- q SCALE: 114°='I'0" 4. CONTRACTOR SHALL REMOVE ALL EXI5TNG CONCRETE CURB AND ASPHALT IN ACCORDANCE WITH LOCAL LAWS. y�F 5. CONTRACTOR SHALL REMOVE ALL DEMOLITION MATERIAL AND DEDR15 FROM PREMISES IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE STATE OF 9 DWG No: NEW YORK AND THE TOWN OF SOUTHOLD. 6, CONTRACTOR SHALL LOCATE,SECURE, AND DISCONNECT AT SERVICE PANEL,ALL CIRCUITS AFFECTED BY DEMOLITION. 7. CONTRACTOR SHALL BE RE57ON51BLE FOR ALL LABOR,SUPPLIES,AND EQUIPMENT NECE55ARY TO COMPLETE DEMOLITION. 8. CONTRACTOR SHALL REMOVE ALL EXISTING FLOORING.ALL GLUE RESIDUE AND ADHESIVE FROM EXISTING FLOOR SHALL BE GROUND DOWN IN PREPARATION FOR �>.� 3945D NEW FLOOR FINISHES. T� of NES _ 2 9. ANY EXISTING VINYL WALL COVERINGS SHALL BE REMOVED AND ADHESIVE SANDED SMOOTH. 10. ALL EXISTING DOOR KNO55 AND HARDWARE SHALL BE REMOVED AND DISCARDED IN PREPARATION FOR NEW, REFER TO DOOR NOTES FOR SPECIFICATIONS. Architect of Record: JM2 R C IT ECTUREpC JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11738 T I 631.320.3305 1`1 631.320.3307 Applicant: Anthony Marbgnetti 8 East 92nd St,Apt 3 New York,NY 10128 (9 17)535-3777 Architect of Record: JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 Farmmgvdle,NY 11738 (631)320-3305 Structural Engineer: KITCHEN E2 Engineers 488 Montauk Ave New London,CT 06320 (860)437-3259 MEP Engineer: Emtec Consulting Engmeer5 DPC 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11779 (631)356-2176 Surveyor: Nathan Taft Corwin III 1586 Main Road, -- Jame5port,NY 11947 D (63 I)727-2090 0 UP Project Name BATH BATH 5775 W Mill Rd MECH. Project Address 5775 WMiII Rd, Mattituck, NY 11952 Project Type MECH. Lift Renovation R6V15IOn5 Design Development 03-14-2022 Revised per Owner 04-11-2022 DINING AREA BAR a Rev15ed per Owner 04-21-2022 Kitchen rev Sed per Owner 06-16-2022 Updated w5eatwn Layout 07-20-2022 Revised Seat ng Layout 05-11-2022 Revised per 5CDH5 Food Control 09-12-2022 Plans Revised per Owner 09-28-2022 Lighting Plans Revised per Owner 10-14-2022 Lighting Plans Revised per Owner I 0-21-2022 Construction Documents 1 1-02-2022 �❑ Revised and Resubmitted to Town 2-15-2023 Issued to Owner for Review 3-15-2023 Revised and Resubmitted to Town 5-17-2023 Revised and RE1551)ed 6-26-2023 - REVIEWED BY ZBA--- CL. FOYER -Cl 61� i THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS _-- SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title EX15tln First floor Plan 5CTM# 1000-106.00-06.00-003.000 BUILDING No: 5CDH5 No.: C-21-0373 JM2 No: 2022-0642 PIr5t f100r - E15tlnq 1 ZBANo: 7573 DATE: 6/26/2023 1 /411 - 11-01, A- 1 .0 SEAL t SIGNATURE: DESIGNED BY: DA CHECKED BY: JM �T SCALE: 114"= I'-0" � l � DWG No: 3945 OQ Aml 0 e Architect of Record: i JM2� RC ITECTU R Eic JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 fARMINGVILLE, NY, 1 1738 T I 631.320.3305 f 1631.320.3307 Applicant: Anthony Mart gnetti 8 East 92nd 5t,Apt 3 -- — - New York,NY 10128 (9 17)535-3777 Architect of Record: JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 BEDROOM BEDROOM BEDROOM farmingvdle,NY 11735 (G31)320-3305 Structural Engineer: E2 Engineers 488 Montauk Ave New London,CT OG320 (8GO)437-3259 MEP Engineer: Emtec Consult ng Engineers DPC CL. 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11779 (G31)35G-217G CL. CL. Surveyor: CL. Nathan Taft Corwin III 1586 Main Road, Jamesport,NY 11947 (G31)727-2090 0 - DN HALL BATH Project Name 5775 W Mill Rd Project Address 0 5775 W Mill Rd, UP Mattituck, NY 11952 Project Type Lift � Renovation Revisions Des gn Development 03-14-2022 CL Revised per Owner 04-11-2022 Revised per Owner 04-21-2022 Kitchen revised per Owner OG-I G-2022 Updated w5eatmg Layout 07-20-2022 Revised Seating Layout 08-11-2022 BEDROOM BEDROOM Revised per 5CD115 food Control 09-12-2022 Plans Revised per Owner 09-28-2022 Lighting Plans Revised per Owner 10-14-2022 Lighting Plans Revised per Owner 10-21-2022 Construction Documents 11-02-2022 Revised and Resubmitted to Town 2-15-2023 Issued to Owner for Review 3-15-2023 Revised and Resubmitted to Town 5-17-2023 RewSed and Reissued G-2G-2023 CL. I� MAP V 1r V —B CISI DATED THESE DRAWINGS ARE AN INSTRUMENT Of SERVICE,AND AS SUCH ARE THE PROPERTY Of JM2 ARCHITECTURE,P.C. ANY UNAUTHORIZED USE Of THESE DOCUMENTS 15 IN A VIOLATION Of SECTION 7209 5UB-DIVI5ION 2 Of THE N.Y. STATE EDUCATION LAW, Drawing Title EX15tin 5econd Floor 5 _ Planecond Floor Exlstlng 1 114 _ 1 i_oi� A— 1 1 SCTM# 1000-10G.00-0G.00-003.000 BUILDING No: SCDHS No.: C-21-0373 JM2 No: 2022-OG42 ZBA No: 7573 DATE: G/2G/2023 SEAL#SIGNATURE: DESIGNED BY: DA CHECKED BY: JM qy SCALE: 114"= I'-0" DWG No: 0 3945 A= 1 F FN ES Architect of Record: 26'-7 1/2" 12'-2 114" 31'-10 112" 9'-I 112" 6'-6" JM2 LED 5TR P LIGHT AAX4040-2 AAX4040-2 AAX4040-2 RIC ." IT E C T U REP C \- 97"x 48° COUNTER, 9 "x 48" 97 x 48° JM2 ARCHITECTURE, PC WALL MOUNTED SCONCE LIGHTING - 42.75"HEIGHT i 2410 NORTH OCEAN AVENUE A5 SELECTED BY OWNER, 72"HEIG T i SUITE 300 MT. ALL FIRST FLOOR) � FARMINGVILLE, NY, 11738 T 1631.320.3305 IF 631.320.3307 4 m OPEN KITCHEN Applicant: (SEE A-6) A_8 Anthony Martignetti N 8 East 92nd 5t,Apt 3 CD z OYSTER BARTOP IL Im New York,NY 10 128 o - PICTURE LIGHTS ---------- 917 535-3777 — DINING(4 SEATS) o ( ) — o KITCHEN Architect of Record: X MASTER LIGHTING JM2 Architecture,PC CONTROL5 36"x 80" l 03 24 5ELF CLOSING FarmO North OceanAve.Suite 300 1738 MOP SINK MOPIJ 9 BATH - 3/4" 11'-3 114" HOOKW1 51DE H GUARD (631)320 3305 C\J3 105 o Structural Engineer: E2 En meer5 INTEGRATED LIGHTING NEW CABLE RAILINGS W/WOOD TOP RAIL o A-7 I g AT RAILING CORNER INTEGRATED LIGHTING AS SELECTED BY OWNER n, SERVICE STATION, 488 Montauk Ave O I STORAGE BELOW New London,CT 06320 BOAT BOAT BOAT o (860)437-3259 CHARGER CHARGER CHARGER m o u WALL MOUNTBRACKET5 MEP Engineer: all PICTURE LIGHT o FOR CONDEN5ER UNITS Emtec Consulting Engineers DPC 0 3555 Veterans Memorial Hwy,5uite M o I Ronkonkoma,NY 11779 (2) 2 GANG WEATHERPROOF o 0 BATH O (631)356-2176 ELECTRICAL BOX o I I O6 0 ( `" Surveyor: DINING I 71-9 112" �� 4 3/4" 91-10" 4 3/4" 3'-7' 6" Nathan Taft Corwin III AFD050610 101 1586 Main Road, TABLE SEATING (3)2 GANG WEATHERPROOF - I 36"x 80" I SODA SYSTEM15f `�' Jame5port,NY 11947 I (45 5EAT5) ELECTRICAL BOX _ U _ DOCK A_5 � � SELF CLOSING A � � (631)727-2090 MASTER LIGHTINProject Name CONTROLS ROPE —r►IoPICTURE LIGHT LED STRIP 5775 W Mill Rd LIGHTING [ _. � TABLE SEATING (4 15EAT5) AFD0506 10 I A 8 3 31-011 107 S/BEETROCK BOTH Project Address 00 5775 W M�II Rd ROOFED OVER PATIO �o i'� SHELVES W/INTEGRATED ' SIDES(UL 305) 9 2 LED 5TRIP LIGHTING LED 5TRIP LIGHTING o Mattituck, NY 11952 ---BENEATH BAR - o i ,< o r--- - Q X o Project Type BAR(10 5EAT5) i i N Q C:) i (SEE A 5)/, i Lift Renovation FIRST FLOOR DN WOOD DECK LIFT ELEVATION +10.0' `\' \ i// AFD050610 � � L_-- L J o \\ p = �, RBvl51on5 TOP OF DECK - _ � - ELEVATION +7.5' ol Design Development 03-14-2022 (2)2 GANG WEATHERPROOF Revised per Owner 04-11-2022 ELECTRICAL BOX �_ Revised per Owner 04-21-2022 LED STRIP LIGH ING 0 0 -�� Kitchen revised per Owner 06-16-2022 BENEATH BAR DN NTRY10 0 (BOTH 51DE5) Updated w/Seating Layout 07-20-2022 o BAR n Revised Seating Layout 05-11-2022 HOST I O2 o I = Revi5ed per 5CDH5 Food Control 09-12-2022 AFDO506 I GI-O 112" 6-0 112" 6-0 /2" 6'4 I/2" INTEGRATED LIGHTING _ PIan5 Revised per Owner 09-28-2022 AT RAILING CORNER 30"x 54" 30"x 54" 30"x 54" �' N Lightmg PIan5 Revised per Owner 10-14-2022 o Lighting Plans Revised per Owner 10-21-2022 TGLDH2646 TCLDH2646 TCLDH2646 Construction Documents 11-02-2022 DN RAMP RAMP L NEW CABLE RAILINGS W/WOOD Rev15ed and Resubmitted to Town 2-15-2023 DN SLOPE 1:12 - DN SLOPE 1:12 TOP RAIL t INTEGRATED LIGHTING Issued to Owner for Review 3-15-2023 2 AS 5ELECTED BY OWNER A-2.0 Revised and Resubmitted to Town 5-17-2023 Revised and Reissued 6-26-2023 IN PROVIDE LIGHTING 22'-G" 5'-0" LANDING 17-G" G'-7" PAD BENEATH STAIR NOSING NEW CABLE RAILINGS W/WOOD TOP RAIL It IVII/Ar INTEGRATED LIGHTING AS SELECTED BY OWNER 5'-4" 5'-0" 171-01 first Floor 1 21'-7 112" 17-2 114" 11 11 27-10" 8 114" 114i� _ 10 A-�-o �Q THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED U5E OF THE5E DOCUMENTS 15 IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. NEW CABLE RAILINGS W/WOOD TOP RAIL INTEGRATED LIGHTING A5 SELECTED BY OWNER Drawing Tale �-- fro o5ed- First Floor T.O. 0 en_Deck_ _ _ _ _ _ _ _ —PARTITION SCHEDULE Flan SYMBOL MARK DESCRIPTION 5CTM# 1000-106.00-06.00-003.000 BUILDING No: 1 f 5EE5TRUCTURALPLAN5 I _____________ —�� EXISTING TO BE REMOVED 5CDH5 No.: C-21-0373 JM2 No: 2022-0642 FOR DECK ASSEMBLY 6x6 PT WOOD P05T5 ON 12"DIA.x 3'DEEP POURED CONCRETE APPROXIMATE GRADEF. 50NOTUDE FOOTINGS,TYPICAL FOR ALL COLUMNS PT 2x 10 BOARDS FA5TENED TO 6"G PT WOOD P05T5 -r-� INTERIOR EXISTING TO REMAIN -75AA No: 7573 DATE: 6126/2023 y — — — — — — — — — — — - -I I I I a, I I I I i III— i I I I 11, I I I I —III i I I i I i I I i I i i I I 1 i I I III i I I 1 f i I I I III I I I I I I I eF1 I F11 EXTERIOR.- EXISTING PARTITION, 2"x 4" @ SEAL SIGNATURE: DE51GNED BY: DA I G"O.C., SISTER AS NECESSARY TO III—III III III—III III III—III III III III III—IMP50N COLUMN BASE MODEL#CB66 FORT III III— I I I I III III III I I I I III I PT 2,10 FRAMING W/DECKING BOARDS ON TOP I I III—I I — = _EVERY P05T AND FOOTING REPAIR ROTTED STUDS. NEW 3-I/2"R 15 CHECKED BY: JM 1111 III 111 III III I I III—III III III III III— III III—III III III III III III III III III III III III III III I I 1_1 I 1 III III III I I_ I I III III III—III III — — �� �� III III—III III III — FIBERGL INSUL(R-I 5)� I EPS -12 DIA.x 36 DEEP POURED 1 =BOARD SHALL BE BOLTED TO 12"THICK CONCRETE_ (R-3.85) g'�� Chj 5CALE: A5 indicated I I I—III I I I III—III—III III—I I—III 1 I I I I 1 1 I I I I III I I 1 1 I I 1 I III III 111 11 I I III III I I I I I I- 1 1 1 III III—I I I I I I I I I 1-1 11 1 I I CONTINUOUS INSULATION — I II— CONCRETE SONOTUB FOOTING— PAD W 12"THREADED ROD 12" .0 �\ �E I I—III III—III III—III III—III 1 I I I I 1 1 I 1=1 I I-111 111-1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I I I I I I I I I 1=1 I 1-1 I I I I I I I I I I I=i 1 I I I I 1=1 I 1 I I— I I I I I ; 111 I I °I i I I I 1 I I I-1 I I—I 11 1 I 1-1 I I PROPOSED PARTITION, 2"x4" @ IG" a� �� � � —_ � � Q DWG III—III III III—III 1 I I I I 1-1 11-1 I 1=1 I I I I I I I I-1 I I I I I-1 11-1 I I—I I I I I I I I I 1 I I I I I 1=1 I 1=1 I 1=1 I I_ I I I I I I I I I I I I 1-1 11-1 I 1=1 I 1=1 I 1=1 I I I I I I I IEEI I 1=1 I 1=1 I 1=1 I I I I 1=1 I 1-1 I I I I 1=1 I I I I 111 I O.C.,SISTER AS NECESSARY TO REPAIR — — _ — _ — ROTTED STUDS. - - 1 11y--1III 1 I I I I I-1 I 1=1 I 1=1 I I I I'F- I NI I I I I I 1_-1 I 1=1 I 1=1 I FE1 I I —I I I I I I I III III III III I III I l i III III III III III III �I � I I III III I I I_I I I III III III-1 I I-1 I I III I I I 1 I I I I I I 1 11 1 1-111-1 I 1-111-111-1 1 1-111-111-11 1 1 1 1—I 11 11-1 1 1-1 1 1-111-11 1-1 1 1-1 1 1 1 1 1 III III III I l i—III III III III III—III—III III III III III—III I l i III III III III III III III III III III EXTERIOR-3-1/2"R 15 FIBERGL INSUL (R-15) $ I°EPS CONTINUOUS �P;qr o 39x,5 0�� A= 21 INSULATION (R-3.85) F F NDATHROOM5-WATER RESISTANT 12ii = I i-OiiA-2'o GYPSUM OARD SOUNDPROOF W/SAFE,RAMP SECT10�1 2 CON5TRUCTION NOTE5 5ECTION 8501 EX15TING BUILDING5 Architect of Record: A. GENERAL SECTION R501 EXISTING BUILDINGS I. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR, NOR HAVE CONTROL OR CHARGE OF CONSTRUCTION MEANS, METHODS,SEQUENCES,OR PROCEDURES,OR FOR 8501.1 SCOPE SAFETY PRECAUTIONS OR PROGRAMS. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL EXISTING ELEMENTS DURING CONSTRUCTION THE PROVISIONS OF TH15 CHAPTER SHALL CONTROL THE ALTERATION, REPAIR,ADDITION AND CHANGE OF OCCUPANCY OF EX15TING BUILDING5 AND STRUCTURES. JM2 AGAINST DAMAGE,BREAKAGE, DISTORTION,COLLAPSE OR MISALIGNMENT. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2020 NY5 BUIL)ING CODE AND ALL LOCAL AUTHORITIES HAVING JURISDICTION. R501.1.I ADDITIONS,ALTERATIONS,OR REPAIRS:GENERAL R C I T E C T U R E P 3. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE BEGINNING ANY WORK,AND SHALL REPORT ANY D15CREPANCIE5 TO THE ADDITIONS,ALTERATIONS, OR REPAIRS TO AN EXISTING BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL COMPLY WITH SECTION 8502, R503 OR 8504, UNALTERED ARCHITECT IMMEDIATELY. PORTIONS OF THE EXISTING BUILDING OR BUILDING SUPPLY SYSTEM SHALL NOT BE REQUIRED TO COMPLY WITH THIS CODE. 4. THE OWNER SHALL BE RESPONSIBLE FOR 5UFERV15ION DURING CON5TRUCTON. THE OWNER SHALL BE RESPONSIBLE FOR FILING AND SECURING ALL REQUIRED BUILDING PERMITS PRIOR TO THE START OF ANY WORK. R501.2 EXISTING BUILDINGS JM2 ARCHITECTURE, PC 5. ALL DEMOLITION MATERIAL SHALL BE REMOVED FROM THE 51TE IN ACCORDAVCE WITH THE RULES AND REGULATIONS OF THE TOWN OF BROOKHAVEN. EXCEPT AS SPECIFIED IN THIS CHAPTER,TH15 CODE SHALL NOT BE USED TO REQUIRE THE REMOVAL, ALTERATION OR ABANDONMENT OF, NOR PREVENT THE CONTINUED USE 2410 NORTH OCEAN AVENUE G. THE ELECTRICAL CONTRACTOR SHALL LOCATE AND DISCONNECT AT THE 5ERVICE PANEL,ALL CIRCUITS AFFECTED BY CONSTRUCTION, AND MAINTENANCE OF,AN EXISTING BUILDING OR BUILDING SYSTEM LAWFULLY IN EXISTENCE AT THE TIME OF ADOPTION OF TH15 CODE. SUITE 300 7. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND DETAILS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. FARMINGVILLE, NY, 1 1738 8501.3 MAINTENANCE T I 631.320.3305 F1 631.320.3307 B.STRUCTURAL BUILDINGS AND STRUCTURES,AND PARTS THEREOF,SHALL BE MAINTAINED IN A SAFE AND SANITARY CONDITION. DEVICES AND SYSTEMS THAT ARE REQUIRED BY TH15 CODE I. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR#2(UNLESS OTHERWISE NOTED)875p5Fb, SHALL BE MAINTAINED IN CONFORMANCE TO THE CODE EDITION UNDER WHICH INSTALLED.THE OWNER OR THE OWNER'S AUTHORIZED AGENT SHALL BE RESPONSIBLE FOR THE 2. WOOD THAT COMES IN CONTACT WITH MASONRY AND CONCRETE SHALL BE'YOLMANIZED/PRE55URE TREATED. MAINTENANCE OF BUILDINGS AND STRUCTURES,THE REQUIREMENTS OF TH15 CHAPTER SHALL NOT PROVIDE THE DA515 FOR REMOVAL OR ABROGATION OF ENERGY Applicant: 3. JOISTS, RAFTERS AND BEAMS SHALL HAVE A MINIMUM OF 3"BEARING AT END5. CONSERVATION, FIRE PROTECTION AND SAFETY SYSTEMS AND DEVICES IN EXISTING STRUCTURES, Anthony Martignetti 4. EXTERIOR WALLS SHALL BE 2"x G"WOOD 5TUD5 @ 16"o.c. UNLE55 NOTED OTHERW15E ON PLANS EXTERIOR SHEATHING SHALL BE 1/2" CDX PLYWOOD. 8 East 92nd St,Apt 3 [NYI 8501.4 COMPLIANCE New York,NY 10128 BUILDING COMPONENT SPECIFICATION L15T ALTERATIONS, REPAIRS,ADDITIONS AND CHANGES OF OCCUPANCY TO,OR RELOCATION OF, EXISTING BUILDINGS AND STRUCTURES SHALL COMPLY WITH THE PROVISIONS FOR (917)535-3777 ALTERATIONS, REPAIRS,ADDITIONS AND CHANGES OF OCCUPANCY OR RELOCATION, RESPECTIVELY, IN TH15 CODE AND THE RESIDENTIAL CODE OF NEW YORK STATE,BUILDING ROOF A55EMBLY CODE OF NEW YORK STATE, EX15TING BUILDING CODE OF NEW YORK STATE, FIRE CODE OF NEW YORK STATE, FUEL GAS CODE OF NEW YORK STATE, MECHANICAL CODE OF NEW Architect of Record: ROOF FLASHING: AS PER SECTION R905.2.8 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE, BASE AND CAP FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE YORK STATE, PLUMBING CODE OF NEW YORK STATE, PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NFPA 70. JM2 Architecture,PC MANUFACTURER'S INSTRUCTIONS,AND SHALL BE CORROSION RESISTANT SHEET METAL OF MINIMUM NOMINAL 0.019 INCH 2410 North Ocean Ave.Suite 300 R501.5 NEW AND REPLACEMENT MATERIALS Farmingville,NY 11738 ASPHALT ROOF SHINGLE: A5 PER THE 2020 NYS BUILDING CODE,ASPHALT SHINGLE5 SHALL HAVE SELF-SEAL STRIPS OR BE INTERLOCKING. FASTENERS FOR ASPHALT SHINGLES EXCEPT A5 OTHERWISE REQUIRED OR PERMITTED BYTH15 CODE,MATERIALS PERMITTED BY THE APPLICABLE CODE FOR NEW CONSTRUCTION SHALL BE USED. LIKE MATERIALS (G3 1)320-3305 SHALL BE GALVANIZED STEEL,5TAINLE55 STEEL,ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GA.SHANK WITH A MIN. 3/8"DIA. HEAD.ASPHALT 5HINGLE5 SHALL HAVE A SHALL BE PERMITTED FOR REPAIRS, PROVIDED THAT HAZARDS TO LIFE, HEALTH OR PROPERTY ARE NOT CREATED. HAZARDOUS MATERIALS SHALL NOT BE USED WHERE THE MINIMUM OF 51X FASTENERS PER SHINGLE. CODE FOR NEW CONSTRUCTION WOULD NOT ALLOW THEIR USE IN BUILDINGS OF SIMILAR OCCUPANCY, PURP05E AND LOCATION. 5tructural Engineer: E2 Engineers UNDERLAYMENT:AS PER THE 2020 NYS BUILDNIG CODE, UNDERLAYMENT ON ROOF SLOPES 4:12 OR GREATER SHALL BE ONE LAYER AND APPLIED SHINGLE FASHION, PARALLEL TO SECTION R503 ALTERATIONS 488 Montauk Ave AND STARTING FROM THE SAVE AND LAPPED 2", FASTENED SUFFICIENTLY TO HOLD IN PLACE. END LAPS SHALL BE OFFSET BY G'-0". , PROVIDE A SELF-ADHERING POLYMER R503.1 GENERAL New London,CT 06320 MODIFIED BITUMEN SHEET IN LIEU OF 30#FELT AND EXPEND FROM THE LOWEST EDGE5 OF ALL ROOF SURFACES TO A POINT AT LEAST 24 INCHES IN51DE THE EXTERIOR WALL LINE. ALTERATIONS TO ANY BUILDING OR STRUCTURE SHALL COMPLY WITH THE REQUIREMENTS OF THE CODE FOR NEW CONSTRUCTION.ALTERATIONS SHALL BE SUCH THAT THE (860)437-3259 ICE BARRIERS SHALL BE 2 LAYERS APPLIED ALONG THE ROOF EDGE5 24"INSIDE THE EXTERIOR WALL ON ROOF SLOPES UP TO 7:12,AND 36"ALONG THE ROOF SLOPE STARTING EXISTING BUILDING OR STRUCTURE 15 NOT LESS CONFORMING TO THE PROVISIONS OF TH15 CODE THAN THE EXISTING BUILDING OR STRUCTURE WAS PRIOR TO THE FROM THE EAVE ON ROOF SLOPES 8:12 AND GREATER. ALTERATION. MEP Engineer: Emtec Consulting Engineers DPC VAPOR BARRIER:AS PER THE 2020 NEW YORK STATE BUILDING CODE, ROOF/CEILINGS COMFR151NG ELEMENTS OF THE BUILDING THERMAL ENVELOPE,A VAPOR RETARDER SHALL ALTERATIONS TO AN EX15TING BUILDING, BUILDING SYSTEM OR PORTION THEREOF SHALL CONFORM TO THE FROV1510N5 OF THIS CODE AS THEY RELATE TO NEW 3555 Veterans Memorial Hwy,Suite M BE INSTALLED ON THE WARM-IN-WINTER 51DE OF THE INSULATION. CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTIONS OF THE EXISTING BUILDING OR BUILDING SYSTEM TO COMPLY WITH TH15 CODE.ALTERATIONS SHALL NOT Ronkonkoma,NY 11775 CREATE AN UN5AFE OR HAZARDOUS CONDITION OR OVERLOAD EX15TING BUILDING SYSTEMS.ALTERATIONS SHALL BE SUCH THAT THE EXISTING BUILDING OR STRUCTURE DOES (631)356-2176 NOTE: NOT USE MORE ENERGY THAN THE EXISTING BUILDING OR STRUCTURE PRIOR TO THE ALTERATION,ALTERATIONS TO EXISTING BUILDINGS SHALL COMPLY WITH SECTIONS 3 I'-10 I/2" CONTRACTOR SHALL REFER TO THE NAILING SCHEDULE AND DETAIL SHEET FOR ALL CONNECTION SPECIFICATIONS PERTAINING TO EXTERIOR WALL STUDS, RIM JOIST, FLOOR R503.1.I THROUGH 8503.2. Surveyor: 9'-1 112" 6'-6" JOISTS, BRACING AND PLYWOOD SUB-FLOORING. Nathan Taft Corwin III [NY! R503.1.1 BUILDING ENVELOPE 1586 Main Road, BUILDING ENVELOPE ASSEMBLIES THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION R402.1.2 OR 8402.1,4,5ECTION5 8402.2.1 THROUGH R402.2.13, Jamesport,NY 11947 R402.3.1, 8402.3.2, R402.4.3 AND R402.4.5. (631)727-2090 30'-1 I" EXTENT OF FLOOR UNDERCOUNTER BEVERAGE EXCEPTION:THE FOLLOWING ALTERATIONS SHALL NOT BE REQUIRED TO COMPLY WITH THE REQUIREMENTS FOR NEW CONSTRUCTION PROVIDED THAT THE ENERGY USE OF THE WATERPROOFING COOLER DEU2450G BUILDING 15 NOT INCREASED: Protect Name 30"x 54" 30"x 54" 30 x 54 — I EXISTING CEILING,WALL OR FLOOR CAVITIES EXP05ED DURING CONSTRUCTION PROVIDED THAT THESE CAVITIES ARE FILLED WITH INSULATION. 5775 W Mill Rd 71 TCLDH2646 TCLDH2646 TCLDH2646 i L_ i— SECTION 8504 REPAIRS L———J 8504.1 GENERAL HOOD ABOVE BUILDINGS,5TRUCTURE5 AND PARTS THEREOF SHALL BE REPAIRED IN COMPLIANCE WITH SECTION 8501,3 AND THIS SECTION.WORK ON NONDAMAGED COMPONENTS Protect Address NECE55ARY FOR THE REQUIRED REPAIR OF DAMAGED COMPONENTS SHALL BE CONSIDERED TO BE PART OF THE REPAIR AND SHALL NOT BE SUBJECT TO THE REQUIREMENTS 08 PW3024 18 FOR ALTERATIONS IN TH15 CHAPTER. ROUTINE MAINTENANCE REQUIRED BY SECTION R501.3, ORDINARY REPAIRS EXEMPT FROM PERMIT,AND ABATEMENT OF WEAR DUE TO a 0 NORMAL SERVICE CONDITIONS SHALL NOT BE SUBJECT TO THE REQUIREMENTS FOR REPAIRS IN TH15 SECTION 30"TRANSITIONAL 5775 W Mill Rd, . 1U 0 --- INDUCTION RANGE IR30450/5/T Mattltuck, NY 11952 L RECREATION ROOM EMPLOYEE KITCHEN m Protect Type x o 5'x 5'ISLAND O p - Lift Renovation F Revisions MICROWAVE I Design Development 03-14-2022 DRAWER MD24TE5 Revised per Owner 04-11-2022 WATERPROOF ENTIRE WATERPROOF ENTIRE FLOOR I' i I KITCHEN FLOOR W/ Revised per Owner 04-21-2022 UP WALL5 W/BONDTAC 1500 REF _ iLw � _ J BONDTAC 1500 Kitchen revised per Owner 06-16-2022 PR03650G L___J TCLDH2646 Updated w/5eating Layout 07-20-2022 7 0— 5 -- — — Revised eating Layout 08-I I-2022 S WATERPROOF ENTIRE FLOOR — 36"x 80" — 30"x 54" Revised per 5CDH5 Food Control 09-12-2022 SHOWER FULL HEIGHT W/ DN 17 RISERS 6, Plans Revised per Owner 09-28-2022 BONDTAC 1500 DO STAIR rn 5/8"TYPE X 5HEETROCK Lightmg Plans Revised per Owner 10-14-2022 '— BOTH SIDES(UL 305) FIXTURES$FINISHES ASAL Lighting Plans Revised per Owner 10-21-2022 SELECTED BY OWNER v_D EMPLOYEE BATHROOM o HALL OPEN ATTIC. REMOVE ALL Construction Documents 11-02-2022 � HALF BATH o HVA EXISTING NON-LOAD BEARING Revised and Resubmitted to Town 2-15-2023 N `O 36"x 80" (2)STACKED WASHER/ X o PARTITION WALLS o � , m FRSC � DRYER COMBO — Issued to Owner for Review 3-15-2023 Revised and Resubmitted to Town 5-17-2023 1 o MECHANICAL mC\J °' 1 m UP — Q Revised and Reissued 6 26 2023 x HVAC W/FIRE OrS� 10 WATERPROOF ENTIRE 30"x 80" RATED SHAFT n— FLOOR t I'UP WALL5 W/ ASIC BONDTAC 1500 vv O Ln _ ® IREVI 5 o EMPLOYEE OFFICE O N# 5 ROOFED OVER o "' v PATIO BELOW "' �— o WALL SCONCES FIXTURES FINISHES A5 SELECTED BY OWNER SI) ' 5' 3'-0" — MNGR BATHROOM THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS AAX2426 �, 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY STORAGE ® UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A �r 28"x 30" VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. 24"x 80" SHELVES WATERPROOF ENTIRE HWH DN STATE EDUCATION LAW. N o FLOOR�SHOWER FULL HEIGHT W/BONDTAC 15 0 v � 30"x 80" 30"x 80" Drawing Title ProF05Cd- Second Floor cry _ U ~ MANAGER OFFICE --- �`vnEMPLOYEE CHANGING ROOM 30"x 80" 5cTM# 1000-106.00-06.00-003.000 BUILDING No: N CV v Ofll !: 5CDH5 No.: C-21-0373 JM2 No: 2022-0642 X o BATHROOM _ � o I ZBA No: 7573 DATE: 6126/2023 '— SEAL SIGNATURE: DESIGNED BY: DA TCLDH2646 TCLDH2646 TCLDH2646 30"x54" CHECKED BY: JM 30"x 54" 30"x 54" 30"x 54" E TCLDH2646 g� E qy�� SCALE: I14°= I'-0" 5'-1 1" 8'-2 114" 8' 2" 6'-3" !rte �� �9 �� DWG No: 5econd Floor I Attic 2 ,. y0� o ggg5 e' 11411 _ 1 -011 A-2. I 11411 — 11-011 �A-2. F N A 21 LEGEND CEILING N0TE5 ELECTRICAL NOTES Architect of Record: ® PENDANT LIGHT AS SELECTED BY OWNER ® REFER TO MEP PLANS FOR EGRE55 LIGHTING 1. ALL CEILING SYSTEM HEIGHTS NOTED ON PLAN. ELECTRICAL SPECIFICATIONS: 4.ALL LIGHT FIXTURES PROPOSED IN BATHROOM 4 FOOD PREP AREAS TO BE WATERPROOF. GYPSUM BOARD CEILING PROPOSED 1. ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE 2020 INTERNATIONAL BUILDING CODE,THE 2020 INTERNATIONAL COMMERCIAL ENERGY CODE, NFPA ARTICLE 70, NATIONAL JM2 IN THESE AREA TO BE WATER AND MOISTURE RESISTANT. ELECTRIC CODE,AND ALL OTHER APPLICABLE CODES.WORK OF THIS SECTION SHALL CONFORM TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 8" 15 WATT LED DIMMABLE ROUND 5. MEP CONTRACTOR TO COORDINATE SUPPLY AND RETURN DIFFUSER LOCATIONS WITH ENGINEERING DRAWINGS. PRIOR TO 2. ELECTRICAL WORK 15 NOT CONFINED TO THE ELECTRICAL DRAWINGS. REFER TO MECHANICAL AND ARCHITECTURAL DRAWINGS FOR OTHER INFORMATION. ® RECESSED DOWNLIGHT EXTERIOR GRADE REFER TO MEP PLANS FOR EGRESS LIGHTING INSTALLATION,CONTRACTOR SHALL PROVIDE COORDINATION DRAWING FOR ARCHITECTS REVIEW AND APPROVAL. 3. MANUFACTURER'S DIRECTION SHALL BE FOLLOWED IN INSTALLING,TESTING AND PLACING INTO OPERATION ALL EQUIPMENT AND SYSTEMS. PAY FOR ALL SUPERVISION,TESTING AND R C , I T E C T U R E P c G. RECE55ED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO AIR LEAKAGE I CFM. APPROVAL OR MANUFACTURER FOR ALL EQUIPMENT. 8" 15 WATT LED DIMMABLE ROUND RECESSED DOWNLIGHT MODEL S-DU(-15L-40k O REFER TO MEP PLANS FOR EXHAUST FANS 7. CEILINGS TO BE HUNG WITH X-CX CEILING CLIPS AND HANGER ASSEMBLIES A5 MANUFACTURED BY HILTI W/ 12 GAUGE CARBON 4.ALL RACEWAY AND WIRING SHALL BE CONCEALED IN FINISHED AREAS AS DETERMINED BY THE ARCHITECT. RACEWAY MECHANICAL ROOMS SHALL BE SURFACE MOUNTED. STEEL HANGER WIRE,OR APPROVED EQUAL. 5.ALL BRANCH CIRCUIT WIRING WITHIN THE BUILDING SHALL BE TYPE THHN IN RIGID GALVANIZED CONDUIT, EMT CONDUIT,OR MC CABLE. PROVIDE LIQUID TIGHT FLEXIBLE METAL CONDUIT IN JM2 ARCHITECTURE, PC W/TRIM S DIXf N PC AS MANUF BY CREE ESSENTIA OR APPROVED EQUAL 8. EXISTING CEILING 5Y5TEM5 TO BE REMOVED AND D15CARDED. LIMITED LENGTHS FOR CONNECTION EXP05ED TO WEATHER,MOISTURE,OR VIBRATIONS,OR AS REQUIRED FOR EQUIPMENT INSTALLATION. 2410 NORTH OCEAN AVENUE 9. ALL LIGHTING SYSTEMS SHALL HAVE DIMMERS. G. RIGID CONDUIT 5Y5TEM5 SHALL BE MADE UP WITH THREADED FITTINGS AND COUPLINGS. REFER TO MEP PLANS FOR SUPPLY DIFFUSERS 7. BRANCH CIRCUIT WIRE AND CABLE SHALL BE TYPE THHN COPPER CONDUCTOR.ALL WIRE AND CABLE#10 AND SMALLER SHALL BE SOLID COPPER.COLOR CODING SHALL BE USED SUITE 300 O NEW ADDRESSABLE PHOTOELECTRIC SMOKE DETECTOR AS PER FARMINGVILLE, NY, 11738 S NY5 2018 UNIFORM CODE SUPPLEMENT,SECTION 907.2.1.3 THROUGHOUT THE SYSTEM U51NG BLACK, RED,AND BLUE FOR PHASE WIRES,WHITE FOR GROUNDED NEUTRAL WIRES, AND GREEN FOR EQUIPMENT GROUNDING CONDUCTORS. T I 631.320.3305 1`1 631.320.3307 L-1 REFER TO MEP PLANS FOR RETURN DIFFU5ER5 8.ALL WIRE SPLICES SHALL BE MADE WITH PRESSURE TYPE CONNECTORS.SPLICES IN DAMP OR WET LOCATIONS SHALL BE MADE WATERTIGHT AND WATERPROOF. FOLLOW MANUFACTURERS DIRECTIONS FOR CONNECTIONS AND TERMINATIONS OF M.I. CABLE. CO NEN/CO DETECTOR BY MIRCOM,MODEL#C0I 224TR/M501 M. 9. PROVIDE OUTLET BOXES AT ALL FIXTURES,JUNCTION BOXES AND WIRING DEVICES. BOXES SHALL BE PROPERLY SUPPORTED AND SIZED FOR THE NUMBER OF CONDUCTORS IN Applicant: SEE ALARM DRAWINGS FOR EXACT LOCATION. ACCORDANCE WITH NEC. INTERIOR BOXES SHALL BE GALVANIZED STEEL, UNLESS NOTED OTHERWISE. Anthony Martignetti 10. PROVIDE JUNCTION BOXES AND WIRING TROUGHS,SIZED A5 PER NEC,WHERE SHOWN OR WHERE NECESSARY TO FACILITATE PULLING OF CONDUCTORS.BOXES AND TROUGH SHALL BE 8 East 92nd 5t,Apt 3 SHEET STEEL, EITHER GALVANIZED OR PAINTED FINISH.COVERS SHALL BE SCREW TYPE OR COMBINATION HINGED AND SCREWED. 11. PROVIDE EXPANSION FITTINGS AT BUILDING EXFAN510N JOINTS. EXPANSION FITTINGS SHALL BE OZ-GEDNEY TYPE AX OR EQUAL WITH APPROPRIATE BONDING JUMPER. New York,NY 10128 12. PROVIDE LIGHTING FIXTURES AS SHOWN ON THE SCHEDULE,COMPLETE WITH ALL STEMS, RODS,SUPPORTS, PLASTER FRAMES,ETC., NECE55ARY FOR AN INSTALLATION IN OR ON THE (9 17)535-3777 MATERIAL FINISHES PROVIDED.PROVIDE ALL LAMPS FOR LIGHTING FIXTURES. FIXTURES SHALL HAVE ENERGY SAVING LAMPS,AND ENERGY SAVING BALLA5T5 WITH HIGH POWER FACTOR. Architect of Record: 13. PROVIDE TEMPORARY LIGHTING AND POWER IN ACCORDANCE WITH ARTICLE 305 OF THE NEC. 14. PROVIDE ALL SAFETY SWITCHES AS SHOWN ONT HE DRAWINGS AND/OR REQUIRED BY NEC FOR MOTOR,APPLIANCE AND ELECTRIC HEAT EQUIPMENT DISCONNECTION. ALL D15CONNECT JM2 Architecture,PC SWITCHES SHALL BE LOCKABLE IN THE"ON"OR"OFF"POSITION.SEE MECHANICAL DRAWINGS FOR FACTORY MOUNTED SWITCHES. 2410 North Ocean Ave.Suite 300 15. PROVIDE 120V DUCT TYPE SMOKE DETECTOR,TO BE INSTALLED BY MECHANICAL CONTRACTOR AND WIRED BY ELECTRICAL CONTRACTOR, UNIT RT-I SHALL SHUT DOWN UPON Farmingville,NY 11735 ACTIVATION OF DETECTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE CONTROL WIRING, INTERPOSING RELAY AND KEY OPERATED MANUAL RESET SWITCH LOCATED AT REAR DOOR. (631)320-3305 Structural Engineer: E2 Engineers 488 Montauk Ave New London,CT 06320 (860)437-3259 MEP Engineer: Emtec Consulting Engineers DPC 3555 Veterans Memorial Hwy,Suite M Ronkonkoma, NY 11779 (631)356-2176 Surveyor: Nathan Taft Corwin III COUNTER BELOW 1586 Main Road, Jamesport, NY 11947 1727 727-2090 If I I I O Project Name I I I I I I I I I I I I 5775 WMiII Rd I I I I I I (2)LAYERS TYPE X SHEETROCK i Q (UL RC-2601) i i i Project Address I I I I I I I I I 5775 W Mill Rd, I I I I I I I O Mattituck, NY 11952 I 1 L__J Project Type 0 m 0 0 Lift Renovation (2) O O Revisions 0 Design Development 03-14-2022 Revised per Owner 04-11-2022 Revised per Owner 04-21-2022 EXTERIOR GRADE LIGHTING AT Kitchen revised per Owner 06-16-2022 UNDERSIDE OF CANOPY(TYP.) WATER RESISTANT m 0 (2) Updated w/Seating Layout 07-20-2022 LIGHTING AT BATHROOMS 00 Revised Seating Layout 08-11-2022 0 0 Revised per 5CDH5 Food Control 09-12-2022 RECESSED Plans Revised per Owner 09-28-2022 0 LIGHTING 00 Llghtmg Plans Rewsed per Owner 10-14-2022 �— LINE OF HEAVY TIMBER CONSTRUCTION � Llghtmg Plans Revised per Owner 10-21-2022 Construction Documents 11-02-2022 ❑ ❑ Revised and Resubmitted to Town 2-15-2023 Issued to Owner for Review 3-15-2023 Revised and Resubmitted to Town 5-17-2023 48"INFRARED HEATERS T-1 1"CEILING HEIGHT MOUNTED E UNDERSIDE 7-3"CEILING HEIGHT AT EXISTING BEAMS O Revised and Reissued 6 26 2023 OF CANOPY(TYP.A — ��' I I / I (2) 0 / I O 00 i I - REVIEWED BY ZE3A 13 --D CISION , (3)FANS W/LIGHTING AT _ I 0tzj:: UNDERSIDE OF CANOPY(TYP.) �� i LL I NOTE:PRIOR TO INSTALLATION CONTRACTOR SHALL THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS FIELD VERIFY EXISTING BEAM LOCATIONS. LIGHTING SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY II i i SHALL BE INSTALLED CENTERED ON EXISTING BEAMS IN UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A DRYWALL. VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. (2)LAYERS TYPE X SHEETROCK �� �� I EXISTING GRAFFITI AT BEAMS TO REMAIN O BETWEEN ALL HEAVY TIMBER BEAMS (UL RC-2601) I - Drawing Title EXISTING TIMBER BEAMS ARE �.\ MINIMUM 6I 10"AND MAINTAIN BAR BELOW Reflected Ceihn� Flan5 MINIMUM I HOUR FIRE RATING _____——_ 0 0 SCTM# 1000-106.00-06.00-003.000 BUILDING No: ® 1 5CDH5 No.: C-21-0373 JM2 No: 2022-0642 ZBA No: 7573 DATE: 6/26/2023 SEAL SIGNATURE: DESIGNED BY: DA CHECKED BY: JM I — I � ��� ��� SCALE: As indicated FIr5t Floc r RCP Second Floor— RCP ) DWG No: /�11 _ 1 1-011 A-3.0 I /�11 _ 1 1-011 �A-3.0 3945 y0R, F NES ■ Architect of Record: JM2� RC ITECTU R EC ROOF CONSTRUCTION: EXISTING ASPHALT SHINGLE W/CONT. RIDGE VENT 3/4"SHEATHING JM2 ARCHITECTURE, PC RR(SEE STRUCTURAL PLAN5) 2410 NORTH OCEAN AVENUE HURRICANE CLIPS @ EA. RR SUITE 300 G"CLOSED CELL SPRAY FOAM INSULATION(R-42) FARMINGVILLE, NY, 11738 Attic I"XP5 CONTINUOUS INSULATION(R-5) T 631.320.3305 Fl 631.320.3307 8' - 3° — — — — — — — — — — — — — — — — — — — — — I/2"GYP. BD — — — Applicant: Anthony Martignetti EXTERIOR WALL CONSTRUCTION: 8 East 92nd 5t,Apt 3 V-RUSTIC SIDING BY TRUEXTERIOR New York,NY 10128 — TYVEK (917)535-3777 PROPOSED CANOPY 15/32"CDX PLYWD OR 055 WALL 5TUD5(5EE 5TRUCTURAL PLANS) Architect of Record: EPDM FINISH 3-1/2"R15 FIBERGL IN5UL(R-15) JM2 Architecture,PC 15/3 R(PE CDX UCTURPLYWD L OSB I"EPS CONTINUOUS INSULATION (R-3.85) 2410 North Ocean Ave.Suite 300 RR(PER STRUCTURAL PLANS) I/2"GYP BD(R.45) Second Floor STAINED BEADBOARD 9 armor vdle,NY 1 1738 (631)320-3305 Structural Engineer: — E2 Engineers 488 Montaul:Ave (l New London,CT 06320 ;f (860)437-3259 WOOD COLUMNS PER STRUCTURAL PLAN W/5TAIN�MARINE VARNISH MEP Engineer: CONDENSER UNIT5 ON WALL MOUNT BRACKET5 Emtec Consulting Engineers DPC o 3555 Veterans Memorial Hwy,Suite M NEW CABLE RAILINGS W/WOOD Ronkonkoma,NY 11779 FIrSt Floor TOP RAIL#INTEGRATED LIGHTING o z (G31)356 2176 A5 SELECTED BY OWNER 01 - 011 Surveyor: - - - Nathan Taft Corwin III T.O. PlleS `J (V _I _ Q �, Jamesport, IJY 11947 (631)727-2090 T.O. Open Deck 2' 6" m Project Name MIAIN 5775 W Mill Rd NEW PILES PER STRUCTURAL PLANS Project Address 5775 W Mill Rd, Mattituck, NY 11952 West Elevation --- Project Type 1 /411 = 1 1-011 I Lift � Renovation A-5 Roof _ _ _ _ _ _ _ _ _ _ _ _ _ _ evisions 29' - 5° Design Development 03-14-2022 Revised per Owner 04-11-2022 Revised per Owner 04-21-2022 Kitchen revised per Owner OG-16-2022 Updated w/5eatmg Layout 07-20-2022 ROOF CONSTRUCTION: Revised Seating Layout 05-11-2022 EXISTING ASPHALT SHINGLE W/CONT. RIDGE VENT Revsed per 5CDH5 Food Control 09-12-2022 3/4"SHEATHING Plans Revised per Owner 09-28-2022 RR(SEE STRUCTURAL PLANS) HURRICANE CLIP5 @ EA. RR Lightmg Plans Revised per Owner 10-14-2022 12 G"CLOSED CELL SPRAY FOAM INSULATION(R-42) Lightmg Plans Revised per Owner 10-21-2022 I"XP5 CONTINUOUS IN5ULATION(R-5) Construction Documents 11-02-2022 2 � I/2"GYP, BD Revised and Resubmitted to Town 2-15-2023 Attic Issued to Owner for Review 3-15-2023 — — — — — — — Revised and Resubmitted to Town 5-17-2023 RBvlsed and Reissued 6-26-2023 EXTERIOR WALL CONSTRUCTION: V-RUSTIC 51DING BY TRUEXTERIOR [Ed F1 I 1 TYVEK 15/32"CDX PLYWD OR 055 TNAI MAP WALL 5TUD5(5EE STRUCTURAL PLAN5) 3-1/2"R 15 FIBERGL IN5UL(R-l 5) I"EPS CONTINUOUS INSULATION(R-3.85) ECISIO - 112'GYP BD(R-.45) L _N Second Floor THE5E DRAWING5 ARE AN INSTRUMENT OF SERVICE,AND A5 9 8„ CONCEALED FLASHING SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P C ANY — — — — _ UNAUTHORIZED U5E OF THESE DOCUMENTS 15 IN A PROPOSED CANOPY VIOLATION OF SECTION 7209 5UB-DIV15ION 2 OF THE N.Y. --- — ---- — - EPDM FIN15H STATE EDUCATION LAW. ---- — — — — ----- ---- 15/32"CDX PLYWD OR 05D RR(PER STRUCTURAL PLAN5) a — STAINED BEADBOARD Drawing Title WOOD COLUMN5 PER 5TKUCTURAL PLAN W/5TAIN*MARINE VARNISH 0 0 o NEW CABLE RAILINGS W/WOOD EICVatlOn5 TOP RAIL�INTEGRATED LIGHTING — A5 SELECTED BY OWNER First Floor -- - — A-2.0 0' - 01 - - - I'LO OR N T N: 3/4: PLYWD SUBFLOOR — FJ(SEE STRUCTURAL PLAN5) 5CTM# 1000-I OG.00-06.00-003.000 BUILDING No: T.O. PIIeS 4.5"CLOSED CELL SPRAY FOAM INSULATION(R-31.5) — — — CONT.A5PHALT COATED COPPER TERMITE SHIELD 5CDH5 No.: C-21-0373 JM2 No: 2022-0642 T.O. Open Deck ZBA No: 7573 DATE: 6/26/2023 O SEAL SIGNATURE: DESIGNED BY: DA CHECKED BY: JM NEW 5TRUCTUILE5 PEP SCALE: 1/4" 1'-0 RAL PLAN5 ��SED qy ti = " DWG No: North Elevation I 1 1 /4 11 /411 _ 1 1-011 A-� .0 9T 0 3945 yOQ� A=450 F F NES Zoof — — — — — — — — — — — — — — — — — — — — — — — — — Architect of Record: 291 - 5'1 TOVER STRUCTURE BEYOND JM2 EXISTING ROOF STRUCTURE PITCH TO REMAIN Rdh IT E C T U RE Pc I� JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE - — SUITE 300 30"x 46"SKYLIGHT(VELUX-M06) FARMINGVILLE, NY, 11738 T 631.320.3305 F I 631.320.3307 Attic — — — — — - — — — — — — — — — — — — 18' - 3" -- — — — — — — -- - - A licant: CONCEALED FLASHING pp I Anthony Marbgnetti EXTERIOR WALL CONSTRUCTION: ROOF CONSTRUCTION: P ast 92nd t,Apt 3 PROPOSED ASPHALT SHINGLE W/CONT, RIDGE VENT New York,NY 10128 V RUSTIC SIDING BY TRUEXTERIOR 3/4°SHEATHING (917)535 3777 TYVEK FM RR(SEE STRUCTURAL PLANS) 15/32"CDX PLYWD OR 055 HURRICANE CLIPS @ EA. RR M2 Architecture,tof Record: WALL STUDS(SEE STRUCTURAL PIANS) 6"CLOSED CELL SPRAY FOAM INSULATION(R-42) PC 3-1/2"RI 5 FIBERGL INSUL(R-15) I/2 GYPOBD2410 North Ocean Ave.Suite 300 Farmmgville,NY 11738INUOUS INSULATION(R-5) 1"EP5 CONTINUOUS INSULATION(R-3.85) 112"GYP BD(R-.45) PROPOSED CANOPY (631)320-3305 Second Floor — — — — — — — — _EPDM FINISH — — — — — — 15/32"CDX PLYWD OR O55 Structural Engineer: RR(PER STRUCTURAL PLANS) E2 Engineers STAINED BEADBOARD 488 Montauk Ave New London,CT 06320 (8G0)437-3259 MEP Engineer: WOOD COLUMNS PER STRUCTURAL PLAN Emtec Consulting Engineers DPC W/STAIN t MARINE VARNISH 3555 Veterans Memorial Hwy,Suite M LLH I Ronkonkoma,NY 11779 NEW CABLE RAILINGS W/WOOD (63 I)356-2176 First Floor TOP RAIL INTEGRATED LIGHTING F AS SELECTED BY OWNER Surveyor: �� - Oil Nathan Taft Corwin III — — 1586 Main Road, T.O.Files — — — — — — — - — - — — — _ — — — Jamesport,NY 11947 El (G3 I)727-2090 T.O. Open Deck Protect Name -2' - G" 5775 W Mill Rd NEW PILES PER STRUCTURAL PLANS Protect Address 5775 W Mill Rd, Mattituck, NY 1 1952 East Elevation I Protect Type 114 _ 1 '-0 7A-5 Lift � Renovation Revisions Roof De5iln Development 03-14-2022 Revised per Owner 04-11-2022 ROOF CONSTRUCTION: Revised per Owner 04-21-2022 EXISTING ASPHALT SHINGLE W/CONT. RIDGE VENT Kitchen revised per Owner 06-16-2022 3/4"SHEATHING Updated w/5eatmg Layout 07-20-2022 RR(SEE STRUCTURAL PLANS) Revised Seating Layout 08-11-2022 HURRICANE CLIPS @ EA. RR Revised per 5CDH5 Food Control 09-12-2022 G"CL05ED CELL SPRAY FOAM INSULATION(R-42) I"XPS CONTINUOUS INSULATION(R-5) Plans Revised per Owner 09-28-2022 112"GYP. BD Lighting Plans Revised per Owner 10-14-2022 Lighting Plans Revised per Owner 10-21-2022 Construction Documents 11-02-2022 Revised and Resubmitted to Town 2-15-2023 Issued to Owner for Review 3-15-2023 Attic _ — — — — — — — — — — — — — — Revised and Resubmitted to Town 5-17-2023 111 171 -011 Revised and Reissued 6-26-2023 — EXTERIOR WALL CONSTRUCTION: r-T AP V-RUSTIC SIDING BY TRUEXTERIOR TYVEK 15/32"CDX PLYWD OR OSB —7 5 _0MJ41J'TJ .� WALL STUDS(SEE STRUCTURAL PIANS) 3-1/2"RI 5 FIBERGL INSUL(R-15) I"EPS CONTINUOUS INSULATION(R-3.85) 112"GYP BD(R-.45) second Flo0r _ _ _ _ _ _ _ _ _ _ _ THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY UNAU T HORIZED USE OF THESE DOCUMENTS 15 IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW, FIJICONDENSER UNITS ON Drawing Title PROPOSED ENTRY STAIR WALL MOUNT BRACKET - - Elevations 2 - - �First Floor A-2.0 FLOOR CONSTRUCTION: 3/4: PLYWD SUBFLOOR--- — — T.O. Fl1e5 _ _ _ _ _ _ _ _FJ(SEE STRUCTURAL PLANS)Zl SCTM# 1000 106.00 06.00 003.000 BUILDING No: _I i _ On— — 4.5"CLOSED CELL SPRAY FOAM INSULATION(R 31.5) SCDHS No.: C 2 10373No: 2022 0642 CONT.ASPHALT COATED COPPER TERMITE SHIELD JM2 T.O. Open Deck / D NEW PILES PER ZBA No: 7573 DATE: 6/2612023 STRUCTURAL PLANS SEAL t SIGNATURE: DESIGNED BY: DA CHECKED BY: JM SCALE: 1/4"= I'-0" DWG No: south Elevation 2 �9T� 0 3945 y F NES O Am411 1 /411 _ 1 1_011 Architect of Record: '/fRC JM2ITECTU REPS JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 1 1738 T 1631.320.3305 F1 631.320.3307 Applicant: Anthony Martignetti 8 East 92nd 5t,Apt 3 New York,NY 10128 (9 17)535-3777 Architect of Record: JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 Farmingville,NY 11738 (631)320-3305 Structural Engineer: E2 Engineers 488 Montauk Ave New London,CT 06320 (860)437-3259 MEP En(.jineer: Roof Emtec Consulting Engineers DPC r 29' - 5° 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11779 7 (63 I)356-2176 s ROOF CONSTRUCTION: EXISTING ASPHALT SHINGLE W/CONT. RIDGE VENT Surveyor: Nathan Taft Corwin III < . 3/4"SHEATHING i 586 Main Road, RR(SEE STRUCTURAL PLANS) Jamesport,NY 11947 HURRICANE CLIPS @ EA. RR 6"CL05ED CELL SPRAY FOAM INSULATION(R-42) `�' (G31)727 2090 EXISTING ROOF FRAMING, I"XPS CONTINUOUS INSULATION(R-5) DECKING AND ATTIC —► 1/2"GYP. BD FRAMING TO REMAIN - Project Name ATTIC CONTINUOUS LEDGER FASTENED TO STUD WALL PER STRUCTURAL PLAN 5775 W Mill Rd Attic t 18' - 3° Project Address .k NEW ROOF FRAMING PER 5775 W Mill [Zd PROPOSED CANOPY STRUCTURAL PLAN , EPDM FINISH (MATCH EXISTING PITCH) 15132"CDXPLYWD OR 05D Mattituck, NY 1 1952 EXTERIOR WALL CONSTRUCTION: RR(PER STRUCTURAL PLANS) V RUSTIC SIDING BY TRUEXTERIOR STAINED BEADBOARD EMPLOYEE BATHROOM HALL MECHANICAL TYVEK Project Type 5/32"CDX PLYWD OR 055 STAIR WALL STUDS(SEE STRUCTURAL PLANS) Renovation NEW CANOPY FRAMING 0 © 3-1/2"RI 5 FIBERGL IN5UL(R-15) Li ft PER STRUCTURAL PLAN I"EP5 CONTINUOUS INSULATION(R-3.85) Second Floor — — — — — — — — — — — — — L I 111 — — -112"GYP BD(R-.45) — — — — Revisions NEW CABLE RAILINGS W/WOOD NEW WOOD POSTS PER Design Development 03-14-2022 TOP RAIL$INTEGRATED LIGHTING STRUCTURAL PLAN Revised per Owner 04-11-2022 A5 SELECTED BY OWNER Q BATH a NEW WOOD FRAMED Revised per Owner 04-21-2022 WOOD COLUMNS PER STRUCTURALINTERIOR STAIRCASE m m Q � � Kitchen revised per Owner 06-16-2022 PLAN W/STAIN t MARINE VARNISH N n o o w . m NEW WOOD FRAMED Updated w/Seating Layout 07-20-2022 NEW PORCH DECKING�FRAMING NEW PORCH DECKING t FRAMING PER — o INTERIOR STAIRCASE Revised Seating Layout 08-11-2022 PER STRUCTURAL PLAN STRUCTURAL PLAN11 11 ~ Revised per 5CDH5 Food Control 09-12-2022 DINING KITCHEN NEW FLOOR FRAMING PER Plans Revised per Owner 09-28-2022 STRUCTURAL PLAN Lighting Plans Revised per Owner 10-14-2022 --- _ F r - .. Sof IoOn p Fir Lighting Plans Revised per Owner 10 21 2022 - Construction Documents 1102 2022 _ - `" T.O. Plies Revised and Resubmitted to Town 2-15-2023 Issued to Owner for Review 3-15-2023 Revised and Resubmitted to Town 5-17-2023 FLOOR CONSTRUCTION: T.O. O en Deck Revised and Reissued 6-26-2023 3/4: PLYWD 51,15FLOOR -2' - 6" FJ(SEE STRUCTURAL PLANS) 4.5"CLOSED CELL SPRAY FOAM INSULATION (R-31.5) CONT.ASPHALT COATED COPPER TERMITE SHIELD IFINAL [VIA NEW PILES PER nI—— — - STRUCTURALPLAN [� THF-9 UMENT OF SERVICE,AND A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY 5ectlon I I UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A VIOLATION OF SECTION 7209 5UB-DIV15ION 2 OF THE N.Y. 1 /411 = I 1-011 STATE EDUCATION LAW. Drawing Title 5ection 5CTM# 1000-106.00-06,00-003.000 BUILDING No: 5CDH5 No.: C-21-0373 JM2 No: 2022-0642 ZBA No: 7573 DATE: 612612023 SEAL t SIGNATURE: DESIGNED BY: DA CHECKED BY: JM SCALE: 114"= 1-0° DWG No: s. 0 3945 yOQ� F N Architect of Record: TOP OF GUARD +GG.75"A.F.F. JM2 GLASS SNEEZE GAURD RC , ITECTUREPc VARNISHED MAHOGANY BAR TOP 21-1011 SPILL GUARD BULL N05E JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE ------- r SUITE 300 COLD FOOD WELL FARMINGVILLE, NY, 11738 UNIT i TOP OF PREP SURFACE T I 631.320.3305 1`1 G31.320,3307 +42.75"A.F.F. VARNISHED MAHOGANY 5ANDWICH/5ALAD PREPARATION Applicant: COUNTER TOP REFRIGERATOR Anthony Martignetti 8 East 92nd 5t,Apt 3 NOTE: FOODS TRANSPORTED FROM ANY ACCESSORY STRUCTURE TO THE KITCHEN New York,NY 10128 MUST BE COVERED AND PROTECTED FROM CONTAMINATION DURING TRANSPORT. (9 17)535-3777 Architect of Record: 2 ADA NOTE: JM2 Architecture,PC OYSTER BAR COUNTER DETAIL 2 BAR TOP DETAIL AS PER 2010 ADA STANDARDS FOR ACCESSIBLE DE51GN 206.2.8(EMPLOYEE WORK 2410 North Ocean Ave.Suite 300 AREAS): Farmm vdle,NY 11738 1 I-011 A—� A—� 1. COMMON USE CIRCULATION PATHS LOCATED WITHIN EMPLOYEE WORK AREAS THAT (G31)320-3305 ARE LE55 THAN 1000 SQUARE FEET AND DEFINED BY PERMANENTLY INSTALLED PARTITIONS,COUNTERS, CASEWORK,OR FURNISHINGS SHALL NOT BE REQUIRED TO Structural Engineer: COMPLY WITH ACCE551BILITY SECTION 402. E2 Engineers 2. COMMON USE CIRCULATION PATHS LOCATED WITHIN EMPLOYEE WORK AREAS THAT 488 Montauk Ave ARE AN INTEGRAL COMPONENT OF WORK AREA EQUIPMENT SHALL NOT BE REQUIRED New London,CT OG320 TO COMPLY WITH ACCESSIBILITY SECTION 402. (860)437-3259 MEP Engineer: c Consulting Engineers DPCmte BRUSH SYSTEM FOR WASHING GLA55WARE 15 REQUIRED AT THE THREE E3555 mteVeterans Memorial Hwy,Suite M COMPARTMENT SINK OR GLA55ES MUST BE WASHED IN THE DISHWASHER Ronkonkoma,NY 11779 (G31)356-217G ALL CABINET FACES TO BE FINISHED WITH LAMINATE MANUFACTURED BY TEKNION OR Surveyor: COUNTER APPROVED EQUAL.ALL COUNTER TOPS TO BE WIL50NART 50LID SURFACE OR Nathan Taft Corwin III W/UNDERCOUNTER FRIDGE APPROVED EQUAL.COLORS TO BE CH05EN BY OWNER, 1586 Main Road, Jamesport,NY 11947 NO GAS FIRED APPLIANCES OR UNITS,THEREFORE NO HOOD REQUIRED (G31)727-2090 COUNTER, 3G"W GAS RANGE WITH OVEN 42.75"HEIGHT � Project Name BELOW AND G SERIES INFRA RED J 12)UNDERCOUNTER 3'-5f' i SALAMANDER BROILER ABOVE FOOD CONTROL PLUMBING NOTES REFRIGERATOR Trµ ��) i 5775 W Mill Rd 36 W GAS FLAT TOP No 1 1. FOOD ITEMS REQUIRING TEMPERATURE CONTROL, IF ANY,ARE STORED IN REFRIGERATOR AND FREEZERS RUNNING 24 HOURS BY PROPANE. SNEEZE GUARD 2)UNDERCOUNTER REFRIGERATOR 2.ADEQUATE BARRIER PROVIDED BETWEEN WASTE LINES AND FOOD OR WASHING RELATED EQUIPMENT. i r` i 3. 1"INSULATION SHALL BE USED ON ALL HOT WATER SERVICE PIPING. INSULATE ALL EXPOSED HORIZONTAL PIPING ABOVE CEILINGS, DRAINAGE WATER 13)COLD FOOD WELL UNIT 16"GAS i UNDER OPEN COUNTER SUPPLY LINES IN ACCORDANCE WITH ANSI A 1 17.1 STANDARDS,SEE TABLE 403.2.10. Project Address :y FRYER 4. CONTROLS SHALL SHUT OF HEAT TRACE AND PUMPS WHEN HEATING SYSTEM IS NOT IN OPERATION 5775 W Mill Rd I I)5ANDWICH/SALAD PREP DASHED LINE REPRESENTS 5. ALL COPPER TUBING SHALL CONTAIN 20%MAX. LEAD CONTENT9 PREPARATION REFRIGERATOR" AREA OPEN 8'-0"WIDE TYPE I HOOD OYSTER BARTOP COUNTER 6, PLASTIC MATERIALS ARE NOT TO BE USED FOR VENTS, ROOF DRAINS,HOT$COLD WATER LINES t SANITARY SYSTEMS. DINING(4 SEATS) '� o ————— 7. HOT WATER HEATERS SHALL BE EQUIPPED WITH RELIEF VALVE�OUTLET OR PIPE TO DISCHARGE SO AS NOT TO CREATE A HAZARD OR DAMAGE. M attl tU CIC NY 11952 r-11 ° 10)HAND SINK W/SIDE SPLASH GUARDS 8. NO RELIEF OUTLETS OUTLETS OR PIPING SHALL BE CONNECTED TO ANY DRAINAGE OF VENT PIPING. 9. ALL PLUMBING WORK SHALL COMPLY WITH NYS ENERGY CONSERVATION CODE. NYS BUILDING CODE AND FIRE CODES,S.C.D.H.S.*ALL OTHER CODES OF 9)CLEAN DISHTABLE W/SPLASH GUARD AUTHORITIES HAVING JURISDICTION. Project Type p "x 80" 10. DOMESTIC HOT WATER SHALL BE SUPPLIED BY ELECTRIC HOT WATER HEATERS AS SPECIFIED. SELF CL051NG 5'-0" 11. ALL UNDER GROUND COPPER WATER LINES SHALL BE TYPE K COPPER,ALL WATER LINES IN BUILDING ABOVE GROUND SHALL BE TYPE L COPPER. ADA BATH 2)UNDERCOUNTER REFRIGERATOR 12. ALL WORK UNDER THIS APPLICATION SHALL CONSIST OF FURNISHING ALL LABOR, MATERIALS, EQUIPMENT t FIXTURES NECESSARY OR REQUIRED TO Lift Renovation 8)DISHWASHER UNDER OPEN COUNTER WORKTOP PERFORM t COMPLETE ALL WORK. 13. WATER SIZES TO FIXTURES SHALL BE AS FOLLOWS 112"TO LAVORATORIES, KITCHEN SINKS,AND 314"TO WATER CLOSETS. 14. CONTRACTOR SHALL COORDINATE PLUMBING DRAWINGS WITH ARCHITECTURAL,ELECTRICAL t MECHANICAL PLANS AS REQUIRED. Revisions 7)THREE COMP SINK W/SIDE SPLASH GUARDS t 15. PROPERLY PLUMBED AND AIR-GAPPED INDIRECT DRAINS TO BE PROVIDED AS NECESSARY. DIRTY DRAIN BOARDS BELOW AND TO THE SIDE Design Development 03-14-2022 o-- -- LM o EQUIPMENT SCHEDULE Rev�sedperQwner 04-II-2022 �,�-.gib_ . o ` Revised per Owner 04 2 12022 o ° NUMBER BAR EQUIPMENT TYPE MANUFACTURER/MODEL NUMBER Kitchen rev sed per Owner OG-I G-2022 o MOP SINK d MOP HOOK 0 W/SIDE SPLASH GUARD Updated w/Seating Layout 07-20-2022 o B I MODULAR BAR DIE SYSTEM KMB Revised Seating Layout 08-1 1-2022 B2 UNDERBAR GLASS ROCK KR24-GSB3-PE Revised per 5CDH5 food Control 09-12-2022 ADA BATH SERVICE STATION, `r STORAGE BELOW Plans Revised per Owner 09 28 2022 2)UNDERCOUNTER B3 UNDERBAR FILLERS�DRAINBOARDS ROYAL FILLER Lightmg Plans Revised per Owner 10-14-2022 TABLE SEATING REFRIGERATOR UNDER o Li htm Plans Revised er Owner I0 2I 2022 OUTDOOR (41 SEATS) 36"x 80" OPEN COUNTER B5 CRAFT COCKTAIL MULTI-STATION KR24-M538L-10 9 9 p TABLE SEATING SEi LF CLOSIF""'NG Construction Documents 1 1-02-2022 (45 SEATS) r I-I _ BOTTLED WATER FILTRATION B6 UNDERBAR FILLERS t DRAINBOARDS ROYAL FILLER SYSTEM(VERO TOWER 70) Revised and Resubmitted to Town 2-15-2023 1'-1 1 114' B7 BACK ABR COOLER DISPENSER, BEER B53GL Issued to Owner for Review 3-15-2023 B 1)MODULAR BAR ROPE Revised and Resubmitted to Town 5-17-2023 DIE SYSTEM —� B8 UNDERBAR FILLERS$DRAINBOARDS ROYAL FILLER Revised and Reissued 6-26-2023 B2)UNDERBAR B9 UNDERBAR DRY STORAGE KR24-S 12-PE GLASS ROCK B3)UNDERBAR FILLERS B I 0 CRAFT COCKTAIL MULTI-STATION KR24-M52GL-7 DRAINBOARD 3'-0" P B 1 1 UNDERBAR FILLERS$DRAINBOARDS ROYAL FILLER SHELVES B5)CRAFT COCKTAIL MULTI-STATION B 12 UNDERBAR HAND51NK W/50AP AND TOWEL KR24-125T D ECISI — BG)UNDERBAR FILLERS' B 14 BACK BAR COOLED, B584K 1� t DRAINBOARD5 i ——— — 7 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND A5 B7)DISPENSE R �' i SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY BAR(I O SEATS) , i i BEER PREP i UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A (SEE A-5), VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. B8)UNDERBAR FILLERS '-AREA,' NUMBER KITCHEN EQUIPMENT TYPE MANUFACTURER/MODEL NUMBER B 14)BACK BAR COOLS STATE EDUCATION LAW. �DRAINBOARDS � � � � B9)UNDERBAR DRY L--- L_ J I ELECTRIC FLOOK FRYER PITCO FRIALATOR, MODEL SE 14 o - STORAGE O 2 UNDERCOUNTER REFRIGERATOR TURBO AIR MODEL TUR-485D-N(-AL)(-AR) Drawing Title --- B 10)CRAFT COCKTAIL B 12)UNDERBAR HAND5INK W/SIDE SPLASH GUARDS MULTI-STATION 41 3 GRIDDLE,ELECTRIC ACCUTEMP MODEL EGF2083A2450-TI food B 1 1)UNDERBAR FILLERS DRAINBOARDS 4 C Flan 5 SANDWICH/PANINI GRILL VOLLRATH MODEL 40793 G ELECTRIC COUNTERTOP FRYER EQUIPEX MODEL RF85P SCTM# 1000-106.00-06.00-003.000 BUILDING No: 7 THREE(3)COMPARTMENT SINK SAPPHIRE-MODEL#5M52020-3. (20"x20"COMPARTMENTS) 5CDH5 No.: C-21-0373 JM2 No: 2022-0642 7,1 PRE-P,INSE FAUCET ASSEMBLY,WITH ADD ON FAUCET KROWNE MODEL 17-109WL O ZBA No: 7573 DATE: 6/26/2023 8 DISHWASHER, DOOR TYPE CMA DISHMACHINES MODEL EST-C 9 CLEAN DISHTABLE SAPPHIRE MANUFACTURING MODEL 5MCD1-24R SEAL SIGNATURE: DESIGNED BY: DA 2 10 HAND SINK SAPPHIRE 5MH5-02D CHECKED BY: JM -2.0 ,��RED E1�C 10.1 WALL/SPLASH MOUNT FAUCET KROWNE MODEL 14-808L ��5 �� qy/T SCALE: As indicated F 11 SANDWICH/SALAD PREPARATION REFRIGERATOR TURBO AIR MODEL T5T-485D-12-N �� � 9 C� DWG No: 12 UNDERCOUNTER REFRIGERATOR TURBO AIR MODEL TUR-485D-D4-N M limb, First Floor - Food Control I 13 COLD FOOD WELL UNIT, DROP-IN, ICE-COOLED ATLAS METAL MODEL WICDL-2 Sj, u _ i 11 A_6 _T IqrF of NE��OQ` 9 6,15 /4 I -0 NOTE: ICE BINS, MOP ROOM,WALK-IN REFRIGERATION,$EMPLOYEE LOCKERS TO BE LOCATED IN ACCE550RY STRUCTURE 50'FROM MAIN STRUCTURE Architect of Record: CONTINUOUS BEAD OF SEALANT JM2 CONTINUOUS BEAD OF SEALANT IRCId IT E C T U R E c CONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW PERIMETER JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11738 T 1631.320.3305 1`1 631,320.3307 Applicant: WINDOW UNIT A5 AIR BARRIER AnthonyAnthony Martignetti 8 East 92nd 5t,Apt 3 CONTINUOUS MINIMAL EXPANDING FOAM AT New York,NY 10128 WINDOW PERIMETER (9 17)535-3777 Architect of Record: WALL SCONCES CONTINUOUS BEAD OF SEALANT JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 0 1735 CONTINUOUS BEAD OF ADHE51VE NY 1 (G31)320 5 (63 I)320-3305 L4 :3,,G/"/x/1O"5C PROVIDE RIGID INSULATION Structural Engineer: BAFFLE AROUND VENTILATION E2 Engmeers CHUTE-FOAM SEAL PERIMETER 488 Montauk Ave WINDOW UNIT AS AIR BARRIER CONTINUOUS BEAD OF SEALANT OF RIGID INSULATION CAVITY INSULATION New London,CT 06320 (860)437-3259 i r CONTINUOUS MINIMAL EX'ANDING FOAM AT WINDOW PERIMETER CONTINUOUS BEAD OF SEALANT MEP Engineer: © — PROVIDE STUD CAVITY CL05URE ON THE Emtec Consulting Engineers DPC i CONTINUOUS BEAD OF SEALANT BACKSIDE OF EACH STUD CAVITY 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11779 CONTINUOUS BEAD OF SEALANT -, CONTINUOUS SILL SEALER-FULL (631)356-2176 �D WIDTH OF MUD5ILL II CONTINUOUS BEAD OF ADHE51VEI III Surveyor: Nathan Taft Corwin III CONTINUOUS BEAD OF SEALANT ?� ' FOUNDATION WALL AS AIR BARRIER 1586 Main Road, JaMC5o III iII . • .;P_-.. III - 4 947 CONTINUOUS BEAD OF SEALANT O I` CONCRETE SLAB AS AIR BARRIER (G31) 27rt, -2 I 0 (63 I)727-2090 000 III III .° tr e — _ PROVIDE SOLID BLOCKING BENEATH KNEE WALL Project Name IIIIII CAVITY INSULATION 5775 W Mill Rd CONTINUOUS BEAD OF SEALANT _ 000 — FB WALL I II SCONCES I II Project Address _ \ CONCEPTUAL AIR SEALING STRATEGY ll UPPER WALL SECTION CONCEPTUAL AIR SEALING STRATEGY 11 LOWER WALL SECTION CONCEPTUAL INSULATION AT CAPE-STYLE ROOF/1 CEILING AND KNEE WALL CAVITY INSULATION 5775 W Mill Rd, I A II i II \ \ 00 — - Air Seal Details 2 2 Mattituck, NY 11952 �� — � co 60 I �� I I �1 3/4 — 1 —0 Project Type � II it L I— MANUFACTURED RECESSED LIGHT ENCLOSURE Lift Renovation ATTIC INSULATION ATTIC TRU55 Revisions Design Development 03-14-2022 Revised per Owner 04-11-2022 E FLOOR ASSEMBLY Revised per Owner 04-21-2022 -- = Kitchen rev sed per Owner 06-16-2022 INSET BAND J015T — Updated wl5eatmg Layout 07-20-2022 7 9 /2 2 2 Revised Seating Layout 08-11-2022 11'-4 114" CAVITY IN5JLATION RCVlsed per 5CDM5 Food Control 09-12-2022 Plans Rewsed per Owner 09-28-2022 MUDSILL = Lightmg Plans Revised per Owner 10-14-2022 Lighting Plans Revised per Owner I 0-2 I-2022 a-. SILL SEALER EXPANDING FOAM SEALANT AT PERIMETER Construction Documents 11-02-2022 FI rst Floor - Bathrooms 3 tr:� CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD OF SEALANT Revised and Resubmitted to Town 2-15-2023 112 7 °_.a` FOUNDATION WALL DRYWALL CEILING Issued to Owner for Review 3 15 2023 RECESSED LIGHTING FIXTURE RCVISed and Resubmitted to Town 5-17-2023 Revised and Reissued 6-26-2023 INSET BAND J015T AT MUD5ILL// 1 1/2"RIGID IN5UL. AIR SEALING AT RECESSED LIGHTING IN ATTIC NAL MAP BY ZBA .. — PLUMBING 5CHEDULE FIXTURE UNITS DE QTY GATE 1 WATER CL05ET SHALL BE:AMERICAN STANDARD RAPIDWAY I/6 GPF/6.0 LPF TOP SPUD ELONGATED WALL HUNG WATER CLOSET,MODEL#3445J 101 ,WITH CHURCH#3155C OPEN FRONT, THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS O ELONGATED SOLID PLASTIC 5'E-AT AND SLOAN#G2 81 11 EXPOSED 5EN50R TYPE, BATTERY POWERED FLUSH VALVE. FIXTURE COLOR SHALL BE WHITE,ADA RIM HEIGHT 17-1/8". 2 INSTALL I"RIGID INSULATION CUT TO FIT BETWEEN SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY CONTINUOUS BEAD OF SEALANT THE RAFTERS. FOAM SEAL BOTH SIDES ALONG UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A CONTINUOUS BEAD OF ADHESIVE RAFTER WITH EXPANDING FOAM SEALANT. MAINTAIN VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. 2 LAVATORY SHALL BE: WS BATH COLLECTIONS SIMPLE 60,50A ADA WALL MOUNTED/VE55EL BATHROOM SINK IN CERAMIC 23.6"X 19.7" EQUAL VENT SPACE FOR LENGTH OF RIGID STATE EDUCATION LAW, 2 CONTINUOUS BEAD OF SEALANT INSULATION VENTED AIRSPACE AC C E5 S O RY 5 C H E D U LE ATTIC INSULATION Drawing Title �— FLOORASSEMBC Air Sical Detaib ii� O GRAB BAR TO BE 42"GRAB BAR WITH PEENED GRIP AND POLISHED ENDS MODEL#85806.99 BY BOBRICK,OR APPROVED EQUAL INSTALL I"RIGID INSULATION VERTICALLY TO CONNECT INSULATING SHEATHING TO BathroomPian5 O GRAB BAR TO BE 36"GRAB BAR WITH PEENED GRIP AND POLISHED ENDS MODEL#85806.99 BY BOBRICK,OR APPROVED EQUAL RIGID INSULATION BAFFLE, FOAM SEAL CONTINUOUS BEAD OF SEALANT BOTH JOINTS 5C-M# 1000-106.00-06.00-003.000 BUILDING No: O GRAB BAR TO BE 24"VERICAL GRAB BAR WITH PEENED GRIP AND POLISHED ENDS MODEL#55806.99 BY BOBRICK,OR APPROVED EQUAL SCDHS No.: C-21-0373 JM2 No: 2022-0642 OSURFACE MOUNTED TOILET PAPER D15FEN5ER TO BE:BOBRICK SINGLE ROLL MODEL#82730 BY BOBRICK,OR APPROVED EQUAL CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD OF SEALANT ZBA No: 7573 DATE: 6/26/2023 INTERIOR GYPSUM WALLBOARD AS AIR BARRIER SEAL SIGNATURE: DESIGNED BY: DA O ELECTRIC HAND DRYER TO BE EXCEL XLERATOR(XL-5BV)HAND DRYER,STAINLESS, 208-277V CHECKED BY: JM EXTERIOR INSULATED WALL O FRAMED MIRROR TO BE VARIABLE 24"WIDTH x 36"HIGH 8-290 SERIES FRAMED MIRROR BY BOBRICK,OR APPROVED EQUAL SCALE: As indicated �\g ��E y�� CONCEPTUAL AIR SEALING STRATEGY AT UPPED FLOOR BAND J015T I"EXT. INSUL.SHEATHING AS ATTIC SAVE BAFFLE AND VENT p`Z' ���� DWG No: O SURFACE MOUNTED WASTE RECEPTICALTO BE 8-35639 TRIMLINE SERIES W/DISPOSAL DOOR AS MANUF.BY D05RICK OR APPROVED EQUAL * It 1 NOTES: Air Seal Details • ALL TOILET ACCESSORIES SHALL BE MANUFACTURED BY BOBRICK,OR APPROVED EQUAL �� — �� A—'7 qTF of NES A COPPE R AND CAST IRON PIPING SHALL BE SUPPORTED BY HANGERS ANCHORS AND SUPPORTS. HANGERS AND STRAPPING MATERIAL SHALL BE OF APPROVED MATERIAL THAT WILL NOT PROMOTE GALVANIC 1 1 /2 — I —O ACTIONS AS PER TABLE B.C.-308.5. MAXIMUM HORIZONTAL SPACING FOR SUPPORT OF C.I.SHALL BE 5'-0". MAXIMUM HORIZONTAL SPACING FOR SUPPORT OF COPPER PIPING SHALL BE 12'-0." Architect of Record: I A-5 JM2 / Rdi. ITE T C U RE Pic a a a a a a a JM2 ARCHITECTUREPC 2410 NORTH OCEAN 'VENUE 5UITE 300 fARMINGVILLE, NY, 11738 T 631.320.3305 1`1 631.320.3307 Applicant: Flr5t Floorff] F2 Anthony Martignetti /V —a —0 - O— — 8 East 92nd 5t,Apt 3 New York,NY 10128 (9 17)535-3777 North Wail- Bar Room 1 East Wall- Bar Room 4 Architect of Record: JM2 Architecture,PC 2410 North Ocean Ave.5uite 300 1 /4 — 1 '0 114 — 1 -0 farmingville,NY 11738 (631)320-3305 Structural Engineer: E2 Engmeer5 488 Montauk Ave New London,CT 06320 --- (860)437-3259 MEP Engineer: Emtec Consulting Engineers DPC 3555 Veterans Memorial Hwy,5uite M Ronkonkoma,NY 11779 (631)356-2176 nn Surveyor: a a a U Nathan Taft Corwin III 1586 Main Road, JMC51port,NY 11947 (631)727-2090 Project Name First Floor _ FIrSt Floor _ 5775 W Mill Rd 0' - 0" v : . 5outh Wall- Bar Room 3 West Wall- Bar Room 2 ProjectAddre5s 11411 _ 1 1-nil q_g 1 /411 = I 1_011 q_g 5775 W Mill Rd, Mattituck, NY 11952 Project Type FI R5T FLOOR INTERIOR ELEVATIONS Lift � Renovation SECOND FLOOR INTERIOR ELEVATION5 RGv1510n5 Design Development 03-14-2022 Rev15ed per Owner 04-11-2022 Revised per Owner 04-21-2022 Kitchen revised per Owner 06-16-2022 Updated w/5eat ng Layout 07-20-2022 Revised 5eating Layout 08-11-2022 Revised per 5CDH5 food Control 09-12-2022 Pians Rewsed per Owner 09-28-2022 Lighting Plans Rewsed per Owner 10-14-2022 Lighting Plans Rewsed per Owner 10-21-2022 Construction Documents 11-02-2022 Rewsed and Resubmitted to Town 2-15-2023 Issued to Owner for Review 3-15-2023 Rewsed and Resubmitted to Town 5-17-2023 Rewsed and R6I55Ued 6-26-2023 AP 1 THE5E DRAWING5 ARE AN INSTRUMENT Of 5ERVICE,AND A5 5UCH ARE THE PROPERTY Of JM2 ARCHITECTURE, P.C.ANY UNAUTHORIZED U5E Of THE5E DOCUMENT5 15 IN A VIOLATION Of 5ECTION 7209 5UB-DIV15ION 2 Of THE N.Y. STATE EDUCATION LAW. Drawing Title Interior EIC"Vatl0n5 5CTM# 1000-106.00-OG.00-003.000 BUILDING No: 5CDH5 No.: C-21-0373 JM2 No: 2022-0642 ZBA No: 7573 DATE: 6126/2023 5EAL t 51GNATURE: DE51GNED BY: DA CHECKED BY: JM 010 SCALE: I14"= 1'-0" DWG No: tip) 0 39a5 y0�� A 8 F ,F NES Architect of Record: ADA ACCE551BLE(USABLE)REQUIREMENTS:(ICC AI 17,1 2009/2020 IBC SHALL APPLY) z ADA MANEUVERING CLEARANCES PROTRUDING OBJECTS 36° 39"-41" --Ile ai 36"MIN. 36"MIN. 0 0 0 0 24' 12"MIN. 12"MAX. PROTRUDING OBJECTS , j 42"MIN. MIN RESTROOM MEN WOMEN JM2 14° 36„ ANY AMOUNT 12"MAX. RIC ITE T P CD = 8'-7 3/4" MIN MO ELEVATIONS SHOWN FROM EXTERIOR Architect of Record: 3'-0 3/4" MIN MO 8'-7 1/4" TRIM 3'-2 3/4" MIN MO GENERAL NOTES USE OF DRAWINGS CD 3'-0 1/4' TRIM 8'-1 1/2" MIN RO 3'-2 1/4- TRIM These drawings are provided as a service by Andersen Windows,Inc.for the benefit of its customers.Information in these drawings may JM2 2'-6 1/2" MIN RO 8'-1" OA UD ' 2" MIN RO only be used in conjunction with the project identified on the drawings and when made part of the dealer or distributor submittal. Z 2-8 1/ 2'-6" UD4'-0" UD 4'-0" UD 2'-8" UD Anyone using this drawing acknowledges that Andersen has no obligation(a)to assure the sufficiency or correctness of information R C µ.. I T E C T U REP c provided to Andersen in order to prepare the drawings,or(b)to perform any on site inspection,during or after the construction.Anyone A E 1" using this drawing also agrees to defend,indemnify and hold Andersen and its employees harmless from any claim for injury,damage or 2 00 loss(a)arising from any actual or alleged insufficiency or incorrectness of information provided to Andersen regarding the construct or(b) 2 2 alleged to have been caused or contributed to as a result of a failure to perform an on-site inspection of the construction by Andersen.In the event Andersen incurs expenses,including reasonable attorney's fees,to enforce this indemnity,such expenses shall be paid by JM2 ARCHITECTURE, PC C1 anyone using this drawing. 2410 NORTH OCEAN AVENUE Z = K SUITE 300 00 2 ANDERSEN, DEALER OR DISTRIBUTOR SUBMITTAL FARMINGVILLE, NY, 11738 0 2 o These drawings are a part of materials submitted by an Andersen dealer or distributor.Carefully review these materials for additional o o CD I z 2 ci N notes,specifications and other important information. T 631.320.3305 F631.320.3307 I Z _ N o Andersen is not responsible for subsequent additions,modifications or alterations made by others to the drawings or to the work g F 10 i AUX described in the drawings. Applicant: I `rj — �" 2 CODE COMPLIANCE CD 0- o Anthonyarti netti i B I Compliance with all applicable laws,ordinances,building codes and safety requirements with regard to Andersen specifications or use of LY 9 `r' 'a- 2 the units within the project is the responsibility of others. 8 East 92nd 5t,Apt 3 PROTECTION OF UNITS New York,NY 10128 Store units and accessories off ground,under cover,protected from weather and construction activities.Protect uncartoned,setup (917)53 5-3777 multiple units.Continue protection of units from construction activities after installation. PRODUCTPERFORMANCE Architect of Record: AWN AWN Individual units and unit combinations will perform to the Design Wind Load Pressure shown on these drawings when installed in JM2 Architecture,PC 2 accordance with recommended instructions and these drawings. For additional performance data and other important general notes, 0 North Ocean Ave.Suite 300 24 2 DHG " " installation and safe publications of Product Guide for Professionals",or online at LVL REINFORCED JOINING information,review current " ® 2 ANDERSEN 1 X 3 1/2 Andersenwindows.c m p Farmingville,NY 11738 FIELD TESTING (G3 1)320-3305 Andersen recognizes field testing specifications as set forth in AAMA 502"Voluntary Specifications for Field Testing of Newly Installed Fenestration Products".The water penetration resistance shall be to ASTM E1105"Standard Method for Field Determination of Water 5tructura I Engineer: Penetration of Installed Windows,Skylights,Doors and Curtain Walls by Uniform or Cyclic Static Air Pressure"procedure B. For E2 Engineers additional clarification,review Andersen Field Test Policy provided as part of the submittal documents or online at Andersenwindows.com INSTALLATION AND FINISHING INSTRUCTIONS 488 Montauk Ave Except as noted on these drawings,follow recommended installation instructions provided with the units which are an integral part of New London,CT 06320 **ADDITIONAL INSTALLATION REQUIREMENTS** these drawings. (660)437-3259 SEE EXAMPLE ELEVATION ON PAGE 1 Windows installed on a floor system require consideration of impacts including but not limited to water management,type of glass, installation integration,anchoring methods and/or interference with other building components. MEP Encjlneer: CONSTRUCTION BY OTHERS Andersen is not responsible for conditions in or performance of building construction adjacent to and beyond the perimeter of the Emtec Consulting Engineers DPC MAHOGANY WITH CLEAR COAT INTERIOR MAHOGANY WITH CLEAR COAT INTERIOR MAHOGANY WITH CLEAR COAT INTERIOR Andersen units.Selection of the method of attachment of the Andersen units to the building structure and the types of fasteners to be 3555 Veterans Memorial Hwy,Suite M MAXIMUM DESIGN PRESSURE = 30 PSF MAXIMUM DESIGN PRESSURE = 30 PSF MAXIMUM DESIGN PRESSURE = 30 PSF used beyond those identified in our current installation guides is the responsibility of others. Ronkonkoma,NY 11779 DIMENSIONS (G3 1)356-2176 » » » » Unit dimensions shown are to the exterior face of the window or door frame cladding material unless otherwise noted.Field verification of WINDOWTYPE A WINDOW TYPE D WINDOW TYPE E rough opening dimensions is the responsibility of others.Rough and masonry opening dimensions shown may need to be increased to rveyor: allow for mulled unit tolerances. SCALE: 1/2n = 1'-0" QUANTITY: 4 SCALE: 1/2" = 1'-0" QUANTITY: 5 SCALE: 1/2" = 1'-0" QUANTITY: 1 ROUGH OPENING(R.O.) Nathan Taft Corwin III Rough opening dimensions shown are the minimum dimensions recommended for proper installation.These dimensions may need to be 1586 Main Road, increased to allow for use of building wraps,flashings,sill panning,brackets,fasteners or other items within the rough opening. Jamesport, IJY 11947 100 Series window combinations require 3/8"shim space each side for rough opening sizing.Larger rough openings need to be (631)727-2090 5-6 7/8" MIN MO 3'-7 1/4" MIN MO 3'-0 3/4" MIN MO coordinated with architect and/or general contractor to make sure window combinations are positioned for proper installation. SPECIAL NOTES 5-6 5/16" TRIM 3'-6 3/4" TRIM 3'-0 1/4" TRIM Notes on the drawings marked with the Andersen logo( )describe recommendations that may differ from the project construction Project Name documents. 5-0 5/8" MIN RO 3'-1" MIN RO 2'-6 1/2" MIN RO 5'-0 1/16" UD 3'-01/2" UD 2'-6" UD GENERAL PRODUCT NOTES: 5 775 W Mill Rd N N A 1. ALL UNITS TO HAVE 2604 COLONY WHITE COLOR EXTERIOR, INTERIOR AS NOTED ON ELEVATIONS U.N.O. 2 2 2 2. ALL UNITS TO HAVE LOW–E4 GLAZING, U.N.O. ALL DOOR UNITS TEMPERED. 3. SOME UNITS TO HAVE 5/8" DIVIDED LIGHT GRILLES WITH SPACER, PATTERN AND LOCATION PERProject Address — ELEVATIONS, 2604 COLONY WHITE COLOR EXTERIOR, INTERIOR TO MATCH INTERIOR OF UNIT U.N.O. 5775 W Mill �d, 4. ALL DOUBLE–HUNG UNITS TO HAVE 2604 COLONY WHITE COLOR, TRUSCENE INSECT SCREEN FRAMES U.N.O. 5. ALL AWNING UNITS TO HAVE MAHOGANY WITH CLEAR COAT, TRUSCENE INSECT SCREEN FRAMES U.N.O. 0 6. ALL VENTING WINDOW UNITS TO HAVE BLACK COLOR HARDWARE U.N.O. Mattituck, NY 1195 2 z 7. ALL DOOR UNITS TO HAVE ALBANY STYLY, BLACK COLOR HARDWARE. 8. CONTINUOUS DRIP CAPS RECOMMENDED FOR ALL UNITS. 9. ALL E–SERIES UNITS AND COMBINATIONS OVER 30 SF OR REQUIRING DP50 OR GREATER, ARE Project Type ZC? oME CDo `7 o B RECOMMENDED TO INCLUDE A SECONDARY MEANS OF FASTENING IN ADDITION TO THE STANDARD z �, 2 INSTALLATION FLANGE. P o LO 7'-3 1/2" OA MIN RO Lift Renovation �� o SPECIAL NOTES: 7'-3" OA UD C) a) rn 1 40 '� I> TEMPERED GLASS 3'-7" UD 3'-7" UD Revisions 42� DHG LPT LOW PROFILE THRESHOLD Design Development 03-14-2022 ■ ■ ■ ReVlsed per Owner 04-11-2022 ■--- — __■ ■ Rev sed per Owner 04-21-2022 Kitchen rev sed per Owner 06-16-2022 li y Updated w6eating Layout 07-20-2022 Ir Q HPO R HPO o E–SERIES REINFORCED Revised Seating Layout 05-11-2022 2 LPT JOINING WHERE 2 LPT SPECIFIED �� Revised per SCDHS Food Control 09-12-2022 N Plans ReVI5ed per Owner 09-28-2022 ■■ e■ Lightmg Plans Revised per Owner 10-14-2022 O Lighting Flans RCV19ed per Owner 10-21-2022 MAHOGANY WITH CLEAR COAT INTERIOR PINE WITH CLEAR COAT INTERIOR PINE WITH CLEAR COAT INTERIOR o¢ ¢o _ — J Construction Documents 11-02-2022 MAXIMUM DESIGN PRESSURE = 40 PSF LIMITED WATER MAXIMUM DESIGN PRESSURE = 40 PSF LIMITED WATER MAXIMUM DESIGN PRESSURE = 30 PSF v _ o y z' Revised and Resubmitted to Town 2-15-2023 » » » » » » o N Issued to Owner for Review 3-15-2023 DOOR TYPE H DOOR TYPE J WINDOW TYPE A .. Revised and Resubmitted to Town 5-17-2023 SCALE: 1/2" = 1'-0" QUANTITY: 4 SCALE: 1/2" = 1'-0" QUANTITY: 1 SCALE: 1/2" = 1'-0" QUANTITY: 12 = P W Revised and Reissued 6-26-2023 � J 5'-7 3/4" MIN MO 11'-2 3/4" MIN MO o IS F 2'-10 3/4" MIN MO 10 5'-7 1/4" TRIM 11'-2 1/4" TRIM N _� AP 2'-10 1/4" TRIM 5'-1 1/2" MIN RO 10'-8 1/2" MIN RO �� _ �� { r� tri rTcon ray MlC 2'-4 1/2" MIN RO 5-1" OA UD 10'-8" OA UD i i i i t CT Q-i CTRL 2'-4" UD 2'-6" UD 2'-6" UD 3'-6" UD 3'-6" UD 3'-6" UD n E J 6" 24" OR LESS 24" OR LESS 24" OR LESS 24" OR LESS 6" DATED: , I itM 2 72-7 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS ANCHORAGE KEY: SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A o ■■■ JAMB CLIP/SCREW THROUGH JAMB - FIELD APPLIED BY OTHERS VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. 0 2 0 2 JOINING ANCHOR PLATE STATE EDUCATION LAW. —1 L o M _o IL o �i N z11 El z to 2 **EXAMPLE ELEVATION ONLY** N Z ° M M \ s r N \ F N o Draw ng Title N o \ D SCALE 1/2" = 1'-0" o G AWN -a T � B 2 2 Window Door Details L AUX AUX AUX 2 5CTM# 1000-106.00-06.00-003.000 BUILDING No: DHG DHG ANDERSEN 1" X 3 1/2" SCDHS No.: C-21-0373 JM2 No: 2022-0642 2 ANDERSEN 1" X 5 3/16" LVL REINFORCED JOINING LVL REINFORCED JOINING ZE3A No: 7573 DATE: 612612023 SEAL SIGNATURE: DESIGNED BY: Author CHECKED BY: Checker **ADDITIONAL INSTALLATION REQUIREMENTS** �������D qy,�, SCALE: WHITE COLOR TRUSCENE INSECT SCREEN FRAME SEE EXAMPLE ELEVATION ON PAGE 1 PINE WITH CLEAR COAT INTERIOR PINE WITH CLEAR COAT INTERIOR PINE WITH CLEAR COAT INTERIOR Q -� DWG No: MAXIMUM DESIGN PRESSURE = 30 PSF MAXIMUM DESIGN PRESSURE = 30 PSF MAXIMUM DESIGN PRESSURE = 30 PSF AR WINDOW TYPE "B" WINDOW TYPE "C" WINDOW TYPE "F" Ed " � " " " � " ��'9T �' 3945 �OQ� Am SCALE: 1/2" = 1'-0" QUANTITY. 1 SCALE: 1/2" = 1'-0' QUANTITY: 1 SCALE: 1/2" = 1 –0 QUANTITY: 1 F NES EG RE55 CALC U LAT I 0 N 5 PROJECT DATA Architect of Record: AS PER TABLE 1004.5 OF THE 2020 NEW YORK STATE BUILDING CODE,OCCUPANCY LOADS ARE AS FOLLOWS: ADDRESS: 5775 W MILL RD,MATTITUCK,NY 1 1952 SECTION BLOCK LOT: 1000-1 OG.00-06.00-003.000 w - ZONING: TOWN OF SOUTHOLD MARINE it(MII) M2 FIRST FLOOR OT�L� USE: FIRST FLOOR RESTAURANT/BAR,SECOND FLOOR LIVING QUARTERS ASSEMBLY(TABLES/CHAIRS) 800 SF/ 15 SF/OCC = 53.3 OCCUPANTS1 COMMERCIAL KITCHEN 300 SF/200 SF/OCC = _ 1.50 OCCUPANTS �p OCCUPANCY CLA55: A-2 t R-2(I HOUR FIRE SEPARATION REQUIRED) R�✓ I T E C T U R E P C TOTAL= 54.8(55)OCCUPANTS ` 6�q� CONSTRUCTION CLASS: 4(HEAVY TIMBER)$55(UNPROTECTED WOOD FRAME) `cF 51TE AREA: 0.124 ACRE(5401.44 SF) SECOND THIRD FLOORS `%s PROPOSED SOFT: 3,050 JM2 ARCHITECTURE,PC LIVING QUARTERS 1,482 SF/200 SF/OCC= 7.41 OCCUPANTS ` SCOPE OF WORK: I)BUILDING LIFT GUT RENOVATION 2410 NORTH OCEAN AVENUE to ACCESSORY STORAGE 685 5F/300 SF/OCC - _ 2.28 OCCUPANTS SUITE 300 RECREATION ROOMc^; >-. .. `Accersste ` .>' ° FARMINGVILLE, NY, 11735 TOTAL= 9.69(10)OCCUPANTS '�` , ~.�{ = x , --% e 8a is :. .;°": ..' `.' T 631.320.3305 F� 631,320.3307 IN ACCORDANCE W/SECTION 1005.3.2 OF THE NYSBC, MINIMUM EGRESS WIDTH REQUIRED SHALL BE AS FOLLOWS: ` �, r FIRST FLOOR= 55 OCCUPANTS x 0.15 = 8.25", 3'-0""MIN.WIDTH,(2)EXITS PROVIDED SECOND#THIRD FLOORS 10 OCCUPANTS x 0.15 = 1.5", 3'0""MIN.WIDTH,(I)EXIT PROVIDED I Anthony J . Applicant: TRAVEL DISTANCES w �aie%mot ' b at t{u k Fi ri„4,a{ Martignetti 8 East 92nd St,Apt 3 '" - �, New York,NY 10125 A-250 FT SPRINKLERED IN ACCORDANCE W/SECTION 1006.2.I OF THE NYSBC: I 3G"x 50" }t t s - ` - (9I 7)535 3777 0 Ciim ercx �Coe� R-2 WITH ONE EXIT-MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE= 125' ' mattock lnlptTRaira h'F t� Architect of Record: ro Aff "s77s ar�All k d; JM2 �.. Conperelavl�ttituct�v;7a4x7.' Fcaruz?i:nArchitecture,PC BATHROOM � e ' �e 2410 North Ocean Ave.Suite 300 El HALL strIcngs Yap rt center °' 4" Farmmgville,NY 11738 f ..: (631)320-3305 ® r: LAUNDRY/STORAGE ;..::. ;, ,: SUBJECT' 4 UP £ PROPER 9 eer Structural En In PROPERTY, E2 Engmeers Coopet.Pasm = ?' no] O 91 455 Montauk Ave . London,CT OG320 New (8GO)437-3259 ROOFED OVER MEP Engineer: PATIO BELOW BEDROOM I BATHROOM A ,.; O wn Emtec Consulting Engmeers DPC CL. 3555 Veterans Memorial Hwy,Suite M g ttnar!Preserve CL. Ronkonkoma,NY 11779 � SHELVES (631)35G-2I7G NSA KEY MAP N N .T.5. Surveyor: 2®�1, „ I Nathan Taft Corwin III 30 x 80 30 x 80 158G Main Road, `_`i� �' �L w Jamesport,NY 11947 75'TRAVEL DISTANCE< 125' GENERAL BUILDING NOTES (631)727-2090 lu ai o I BEDROOM 1.ALL WORK SHALL COMPLY WITH THE"2020 NEW YORK STATE CODE"AND ALL OTHER CODES OF ALL AUTHORITIES HAVING JURISDICTION. Project Name BEDROOM 2.ALL SUB-CONTRACTORS SHALL CHECK,VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK. �]7 O 3.ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF A.S.T.M. 5775/ 5 W Mill Rd FINAL MAP SPECIFICATIONS. 0 REVIEWED '/Bt�Y Z BA 4.WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS AND DETAIL DRAWINGS OVER SMALL SCALE DRAWINGS. N# 1 ✓� 5.THERE SHALL BE NO PROCESSES TO BE CONDUCTED IN THE BUILDING THAT WILL PRODUCE AIR CONTAMINATES WHICH MAY BE INJURIOUS TO THE Protect Address DECISIO f HEALTH OF RESIDENTS. 5 7 / 5 W Mill R�DATED: Qle�� 7 ��� G. ELECTRICAL RECEPTACLES,LIGHTS AND OTHER EQUIPMENT SHALL CONFORM TO CODES HAVING JURISDICTION. 7,TENANTS AND OWNERS SHALL BE FULLY AWARE OF AND CONFORM TO ALL REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. Second Floor- E re55 3 _ 8. NO LOCKS OR FASTENINGS TO PREVENT FREE ESCAPE FROM INSIDE OF ANY BUILDING. Mattltuck, NY 11952 9. CONTRACTOR MUST COMPLY WITH APPROVED WORKING DRAWINGS AND REQUIREMENT SHEETS. NO DEVIATIONS SHALL BE PERMITTED EXCEPT BY 3/ 1 6ii = 1 �_oi� T- I WRITTEN APPROVAL OF TOWN BUILDING DEPARTMENT. Project Type 10.ALL C$D MATERIALS EXPORTED FROM THE SUBJECT PARCEL SHALL BE TRANSFERRED TO AN APPROVE-,NYSDEC FACILITY, LOAD/TRANSFER TICKETS TO BE RETAINED AND COPIES PROVIDED TO THE TOWN OF SOUTHOLD IF REQUIRED FOR THE RECORD. GENERAL NOTES Lift � Renovation COUNTER WIUrJDERCOUNTER FRIDGE _ I. TOWN OF SOUTHOLD DATUM NA'JD 88 Revisions 2. ALL ROOF DRAINS SHALL BE PIPED TO DRAINAGE SYSTEM WITH MIN.G"DIA. PVC 5DR 35 PIPE. Design Development 03-14-2022 r 3. CONTACT THE ENGINEERING INSPECTOR AT LEAST 48 HOURS PRIOR TO START OF ANY WORK.WORK PERFORMED WITHOUT INSPECTION SHALL BE Revised per Owner 04 1 I-2022 CERTIFIED TO THE TOWN ENGINEER'S SATISFACTION AT APPLICANT'S EXPENSE." Revised per Owner 04 21 2022 4. COORDINATE AND COMPLETE ALL UTILITY RELOCATIONS.ALL UTILITIES SHALL BE INSTALLED BELOW GRADE. I 5. PLACEMENT OF FILL, INSTALLATION OF RETAINING WALLS, DUMPING OF MATERIAL,EXCAVATION,MINING,OR SIMILAR DISTURBANCE OF LAND REQUIRES AN Kitchen revised per Owner OG-16-2022 OPEN ) APPROVED SITE PLAN.COMMENCEMENT OF ANY ACTION OF THE ABOVE WITHOUT APPROVAL 15 PROHIBITED AND SUBJECT TO LEGAL ACTION, Updated w/5eating Layout 07-20-2022 KITCHEN G. ALL EXISTING OR PROPOSED SUBSURFACE ELECTRIC,TELEPHONE OF,CABLE SERVICES SHALL BE INSTALLED IN APPROPRIATE CONDUIT SLEEVES WHEN Revised Seating Layout 08-1 1-2022 PERMANENT, IMPROVED SURFACES ARE PROPOSED OVER THE ROUTING PATH. 7. ALL RECYCLED PORTLAND CEMENT CONCRETE AGGREGATE(RCA)AND FILL MATERIALS ARE TO BE FROM AN APPROVED SOURCE. RECYCLED PORTLAND Revised per SCDHS Food Control 09 12 2022 CEMENT CONCRETE AGGREGATE 15 TO BE CERTIFIED. DOCUMENTATION 15 TO BE PROVIDED SHOWING THAT THE MATERIAL OBTAINED 15 FROM A NYSDEC Plans RevSed per Owner 09-28-2022 REGISTERED OR PERMITTED CONSTRUCTION AND DEMOLITION(CAD)DEBRIS PROCESSING FACILITY AS SPECIFIED IN SECTION 360-16.I OF GNYCRR PART 3G0, Lighting Plans Revised per Owner 10-14-2022 "SOLID WASTE MANAGEMENT FACILITIES"." Lighting Plans Revised per Owner 10 21 2022 8. CONTRACTOR MUST COMPLY WITH APPROVED WORKING DRAWINGS AND REQUIREMENT SHEETS. NO DEVIATIONS SHALL BE PERMITTED EXCEPT BY WRITTEN v I APPROVAL OF TOWN BUILDING DEPARTMENT. Construction Documents 1 1-02-2022 z BATH I I 9.THE SOUTHOLD SUBDIVISION AND LAND DEVELOPMENT REGULATIONS SHALL BE FOLLOWED. Revised and Resubmitted to Town 2-15-2023 10.THIS 51TE PLAN IS BASED ON A SURVEY PREPARED BY NATHAN TAFT CORWIN III LAND SURVEYOR DATED JUNE 2, 2021. Issued to Owner for Revew 3-15-2023 In � DW Reused and Resubmitted to Town 5-17-2023 ' • I DRAWING LIST Reused and Reissued G-26-2023 ° Reused and Reissued to Food Control 9-15-2023 C) I T-I TITLE PAGE/EGRESS PLAN 5001 STRUCTURAL NOTES Reused and Reissued 9-26-2023 b Q j = A-I EXISTING FIRST FLOOR PLAN 5002 STRUCTURAL NOTES Resubmitted to Town 10-26-2023 A-1.1 EXISTING SECOND FLOOR PLAN 5100 PILE LAYOUT PLAN Food Control Approved 1120 2023 ENTRY x A-2 PROPOSED FIRST FLOOR PLAN 5101 FIRST FLOOR FRAMING PLAN � I BATH BATH HALL I Reused and Reissued I I-2 I-2023 A-2.1 PROP05ED SECOND FLOOR PLAN 5102 SECOND*THIRD FLOOR FRAMING PLANS promo A 3 REFLECTED CEILING PLANS 5200 STRUCTURAL SECTIONS Reused and Reissued 12 6 2023 DINING I A-4 ELEVATIONS 5201 STRUCTURAL SECTIONS Reused and Reissued I-29 2024 DOCK A-4.1 ELEVATIONS 5300 STRUCTURAL DETAILS fi IAR 0 Gr 20 A-5 SECTION 5301 STRUCTURAL DETAILS, THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS A-6 FOOD CONTROL PLAN SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY o� 97'TRAVEL D15TANCE< 250' A-7 AIR SEAL DETAILS$BATHROOM PLANS f i�I�I�BOARD OFAPA ,LS UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A A-8 INTERIOR ELEVATIONS VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. �o I UP A-9 ADA, INSPECTIONS,WINDOW SCHEDULE STATE EDUCATION LAW. FOYER A-10 WINDOW+f:DOOR DETAILS I A-10.1 WINDOW t DOOR DETAILS D-1 FIRST FLOOR DEMOLITION PLAN WOOD DECK ROOFED OVER PATIO I I D-2 SECOND FLOOR DEMOLITION PLAN Drawing Title I F X o I BAR m NOTES PER 2020 ECC NY5 Title, Pa�P, / E�1`655 Plan I I I - e SECTION 403.1 NOT LE55 THAN ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM R403.3.3 DUCT TESTING(MANDATORY) SCTM# 1000-10G.00-06.00-003.000 BUILDING No: i 'DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY ONE OF THE FOLLOWING METHODS: SCDHS No.: C 2I 0373 I ROUGH-IN TEST:TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 INCH W.G. (25 PA)ACROSS THE SYSTEM, INCLUDING THE JM2 No: 2022-OG42 MANUFACTURER'S AIR HANDLER ENCLOSURE IF INSTALLED AT THE TIME OF THE TEST. REGISTERS SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST. 7573 DN I POSTCONSTRUCTION TEST:TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 INCH W.G.(25 PA)ACROSS THE ENTIRE SYSTEM, ZBA No: DATE: 3l612024 JLOENTRY " � � w - � o INCLUDING THE MANUFACTURERS AIR HANDLER ENCLOSURE. REGISTERS SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST. R403.5.1 HEATED WATER CIRCULATION AND TEMPERATURE MAINTENANCE SYSTEMS(MANDATORY) SEAL t SIGNATURE: DESIGNED BY: TF HEATED WATER CIRCULATION SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION R403.5.1.1. HEAT TRACE TEMPERATURE MAINTENANCE SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION R403,5.1.2. AUTOMATIC CONTROLS,TEMPERATURE SENSORS AND PUMPS SHALL BE ACCESSIBLE. MANUAL CONTROLS CHECKED BY: JM SHALL BE READILY ACCESSIBLE. �ED C R403.6 MECHANICAL VENTILATION(MANDATOR)) `g �� q tij� SCALE: As indicated RAM, RAMP THE BUILDING SHALL BE PROVIDED WITH VENTILATION THAT COMPLIES WITH THE REQUIREMENTS OF THE RESIDENTIAL CODE OF NEW YORK STATE OR DN DN ► SLOPE 1:12 DN SLOPE 1:12 MECHANICAL CODE OF NEW YORK STATE OR NEW YORK CITY CONSTRUCTION CODE,AS APPLICABLE,OR WITH OTHER APPROVED MEANS OF VENTILATION. 2� �� F� �� DWG No: Vill OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM 15 NOT OPERATING. DN R404.I LIGHTING EQUIPMENT(MANDATORY) * d NOT LESS THAN 90 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. FIr5t Floor- Eqress 2 � R403.3.2 SEALING(MANDATORY) �). DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED.JOINTS AND SEAMS SHALL COMPLY WITH EITHER THE MECHANICAL CODE OF NEW YORK STATE ��� 3g45 �' 3/ 16�i = 11-oi� �- 1 OR RESIDENTIAL CODE OF NEW YORK STATE,OR THE NEW YORK CITY CONSTRUCTION CODE,AS APPLICABLE. F Nth Architect of Record: JM2 4RC { ITECT U R E P c JM2 ARCHITECTURE,PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11735 T I G31.320.3305 FI 631.320.3307 Applicant: Anthony Martignetti _____ _____ 8East92nd5t,Apt 3 �— -- _ _—_____—__--__—_ ------- — New York,NY10128 (917)535-3777 I Architect of Record: JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 Farmingwlle,NY 11738 I (631)320-3305 Structural Engineer: E2 Engineers ® DEMOLISH ENTIRE EAST I 488 Montauk Ave t WING OF BUILDING I New London,CT 06320 I I (860)437-3259 O 6��T�` I MEP Engineer: �pR Emtec Consulting Engmeers DPC 3555 Veterans Memorial Hwy,Suite M Z®N"'txGv IRonkonkoma,NY 11779 I `\ // I (63 I)356-2176� � �� EXISTING WALL II / II TO BE REMOVED Surveyor: m Nathan Taft Corwin III 71 / II I 155G Main Road, Jamesport,NY 11947 --7 r------- ------- - - - - - --L—— -- -- (631)727 2090 L J I ( L J Project Name I II `\ II I � I it I IIIII -� EXISTING I ' 5775 W Mill Rd BATHROOMS FIXTURES E BE I' I ( Project Address // --- - ------ -,� I ( REMOVED I I I ( J 5775 WMill Rd, I I ____J L �I \� EXISTING MECHANICAL ❑� �� FY15TING WALL Li � —————— I � ( ROOMS TO BE REMOVED Mattituck NY 11952 TO BE REMOVED I Project Type Lift Renovation �I I� NOTE: DEMOLITION WORK TO BE I ( \ U DONE IN CL05E COORDINATION �—— Revisions REFER TO WITH BUILDING LIFT Design Development 03-14-2022 COMPLETELY DEMOLISHED+f:LAWFULLY I I NORTH WING OF BUILDING TO BE - STRUCTURAL PLANS ———� Rewsed per Owner 04-I I-2022 DISPOSED OF Revised per Owner 04-21-2022 Kitchen revised per Owner 06-16-2022 I \ I I Updated w/5eating Layout 07-20-2022 rl Revised Seating layout 08-1 1-2022 I Revised per 5CDH5 Food Control 09-12-2022 J FNA MAP Plans Revised per Owner 09-28-2022 J I I REVIEWED Lighting Plans Revised per Owner 10-14-2022 __ D BY Z BA Lighting Plans Revised per Owner 10-21-2022 J I DECISION# 7 J 73 Construction Documents 1 1-02-2022 � I r I I DATED: �3 Rewsed and Resubmitted to Town 2-15-2023 ❑3 H I I Issued to Owner for Rewew 3-15-2023 L I I Rewsed and Resubmitted to Town 5-17-2023 Revised and Reissued 6-26-2023 / I EXISTING FOYER EXISTING FIREPLACE CHIMNEY I ICI Rewsed and Reissued to Food Control 9-15-2023 / II TO BE REMOVED TO BE REMOVED Rewsed and Reissued 9 26 2023 / II Resubmitted to Town 10-26-2023 Z———— Food Control Approved 1 1-20-2023 Rewsed and Reissued 1 1-21-2023 Rewsed and Reissued 12-6-2023 2 I I I I \ I r —J Rewsed and Reissued 1-29-2024 A-2.0 J L — — _ _ _ _ _ J L__ — J THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY II UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A \ II \ II VIOLATION OF SECTION 7209 5UD-DIV15ION 2 OF THE N.Y. II II STATE EDUCATION LAW. Drawing Title Demolition- f ir5t F loor First Floor - Demo 1 5CTM# 1000-106.00-06.00-003.000 BUILDING No: 1 1411 — 1 1-011 D I 5CDh5 No.: C-21-0373 JM2 No: 2022-OG42 DEMOLITION NOTE 5 ZBA No: 7573 DATE: 3/G/2024 SEAL t SIGNATURE: DESIGNED BY: TF I. CONTACTOR SHALL RECEIVE ALL APPLICABLE DISCONNECT LETTERS BEFORE REMOVAL ANY UTILITIES. 2. CONTRACTOR 15 RESPONSIBLE FOR MARK-OUTS AND NOTIFICATIONS TO UTILITY COMPANIES PRIOR TO WORK. CHECKED BY: JM 3. CONTRACTOR SHALL COORDINATE TO HAVE ALL BELOW GRADE UTILITIES MARKED OUT BEFORE EXCAVATION.CONTRACTOR 15 RESPONSIBLE FOR MARK-OUT5 AND �(��� G, NOTIFICATIONS TO UTILITY COMPANIES PRIOR TO WORK. �c� L� q h'j� SCALE: 114"= 1'-0" 4. CONTRACTOR SHALL REMOVE ALL EXI5TNG CONCRETE CURB AND ASPHALT IN ACCORDANCE WITH LOCAL LAWS. 5. CONTRACTOR SHALL REMOVE ALL DEMOLITION MATERIAL AND DEBRIS FROM PREM15E5 IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE STATE OF '► DWG No: NEW YORK AND THE TOWN OF SOUTHOLD. G. CONTRACTOR SHALL LOCATE,SECURE,AND DISCONNECT AT SERVICE PANEL,ALL CIRCUITS AFFECTED BY DEMOLITION. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LABOR,SUPPLIES,AND EQUIPMENT NECESSARY TO COMPLETE DEMOLITION. 8. CONTRACTOR SHALL REMOVE ALL EXISTING FLOORING. ALL GLUE RESIDUE AND ADHESIVE FROM EXISTING FLOOR SHALL BE GROUND DOWN IN PREPARATION FOR (P 3945 Q� NEW FLOOR FINISHES. �� = 9. ANY EXISTING VINYL WALL COVERINGS SHALL BE REMOVED AND ADHESIVE SANDED SMOOTH. D1 10. ALL EXISTING DOOR KNO55 AND HARDWARE SHALL BE REMOVED AND DISCARDED IN PREPARATION FOR NEW. REFER TO DOOR NOTES FOR 5PECIFICATION5. Architect of Record: Jm' 2�� RIC ITECTUREpc JM2 ARCHITECTURE,PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11735 T 1631.320.3305 IF 631.320.3307 Applicant: Anthony Martignetti 8 East 92nd 5t,Apt 3 _______ ___ _ _ ___ ___ _ _ _ ___ New York,NY10125 �r— ------I r---- _ �--- --� _ ----,� (917)535 3777 I I Architect of Record: I I JM2 Architecture,PC I I 2410 North Ocean Ave.Suite 300 I I II II I Farmingvdle,NY 11735 1 DEMOLISH EVTIRE EAST I I I ( (631)320-3305 4 1 1 WING OF BUILDING I I Structural Engineer: I ' A-8 I I ( I I E2 Engineers j uu 455 Montauk Ave I I I I� I I I I f h1 New London,CT 06320 III III \ I I I I I III (860)437-3259 MEP Engineer: — �JJ rr EmtecConsultorg En meer g sDPc r , I III I11 I 7 \ I 3555 Veterans Memorial Hwy,Suite M 6 i I I ___ Ronkonkoma,NY 11779 I I L — — �/ (631)35G-2176 y�' i Surveyor:Nathan Taft �� L— I I 1586 Man Road Corwin III Ifi r—�1 � I T Jamesport,NY 11947 — — — — — — I— (63 I)727 2090 ———r F-1 I— Fr r I14- \\ � I 11 REMOVE I I I ° l) I Project Name it CASEWORK REMOVE EXISTING L L L L KITCHENETTE I I I I 11 BATHROOM FIXTURES 5775 W Mill Rd EXISTING STAIRCASE I (I l JI TO BE REMOVED 1 I I —I— J L\\ Project Address \ 5775 W Mill Rd, \� 1 --------- ' Mattituck NY 11952 952 ---------- ----- ---------------� IIII ProJect Type III n III 1 1 I I Lift Renovation II ReVlslons Design Development 03-14-2022 / I Rewsed per Owner 04 I 1-2022 Rewsed per Owner 04-21-2022 1 Ill / Kitchen rwsed per Owner 06-16-2022 —J I�� _ Updated w/5eatng Layout 07-20-2022 Revised 5eatng Layout 08-1 1-2022 III Revised per 5CDH5 Food Control 09-12-2022 III ALL EXISTING WINDOWS TO 1 1 Plans Rewsed per Owner 09-28-2022 BE REMOVED FOR REPLACEMENT Lighting Plans Rewsed per Owner 10-14-2022 EJLighting Plans Revised per Owner 10-21-2022 Construction Documents 1 1-02-2022 Rewsed and Resubmitted to Town 2-15-2023 Issued to Owner for Rewew 3-15-2023 Rewsed and Resubmitted to Town 5-17-2023 I� EXISTING FIREPLACE t III Rewsed and Reissued 6-26-2023 CHIMNEY TO BE REMOVED FINAL MAP i REVIEWED BY Z BA Rewsed and Reissued to Food Control 9-15-2023 DECISION# 73 Rewsed and Reissued 9-26-2023 / I L Resubmitted to Town I 0-26-2023 DATED: L2hC c3 7 a Food Control Approved 1 1-20-2023 — — I — Rewsed and Reissued 1 1-21-2023 ��—— — — Rewsed and Reissued 12-6-2023 _JJ Rewsed and Reissued 1-29-2024 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title Demolition- Second Floor Second Floor - Demo I 5CTM# 1000-106.00-06.00-003.000 BUILDING No: 1 /�II _ I I—OII D-2 5CDH5 No.: C-21-0373 JM2 No: 2022-0642 DEMOLITION NOTE 5 ZBA No: 7573 DATE: 3/6/2024 SEAL SIGNATURE: DESIGNED BY: TF I. CONTACTOR SHALL RECEIVE ALL APPLICABLE DISCONNECT LETTERS BEFORE REMOVAL ANY UTILITIES. 2. CONTRACTOR 15 RESPONSIBLE FOR MARK-OUTS AND NOTIFICATIONS TO UTILITY COMPANIES PRIOR TO WORK. CHECKED BY: JM 3. CONTRACTOR SHALL COORDINATE TO HAVE ALL BELOW GRADE UTULITIES MARKED OUT BEFORE EXCAVATION.CONTRACTOR 15 RESPONSIBLE FOR MARK-OUT5 ��RED AND NOTIFICATIONS TO UTILITY COMPANIES PRIOR TO WORK. �cj L� �j� SCALE: 114"= I'0" 4. CONTRACTOR SHALL REMOVE ALL EX15TNG CONCRETE CURB AND ASPHALT IN ACCORDANCE WITH LOCAL LAWS. 5. CONTRACTOR SHALL REMOVE ALL DEMOLITION MATERIAL AND DEBRIS FROM PREMISES IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE STATE OF -a DWG No: NEW YORK AND THE TOWN OF SOUTHOLD. * I G. CONTRACTOR SHALL LOCATE,SECURE,AND DISCONNECT AT SERVICE PANEL,ALL CIRCUITS AFFECTED BY DEMOLITION. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LABOR,SUPPLIES,AND EQUIPMENT NECESSARY TO COMPLETE DEMOLITION. w 8. CONTRACTOR SHALL REMOVE ALL EXISTING FLOORING.ALL GLUE RESIDUE AND ADHESIVE FROM EXISTING FLOOR SHALL BE GROUND DOWN IN PREPARATION FOR 394'5 NEW FLOOR FINISHES. of J�1E��©� 9. ANY EXISTING VINYL WALL COVERINGS SHALL BE REMOVED AND ADHESIVE SANDED SMOOTH. 10. ALL EXISTING DOOR KNOBS AND HARDWARE SHALL BE REMOVED AND DISCARDED IN PREPARATION FOR NEW. REFER TO DOOR NOTES FOR SPECIFICATIONS. Architect of Record: 4RC Jm' 2��ITECTU REpc JM2 ARCHITECTURE,PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11738 T I G31.320.3305 FI G31.320.3307 Applicant: Anthony Martignetti 8 East 92nd St,Apt 3 New York,NY 10128 (917)535-3777 Architect of Record: JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 Farmingville,NY 11735 (G31)320-3305 Structural Engineer: KITCHEN E2 Engineers � � 488 Montauk Ave �_s New London,CT OG320 Qc (8GO)437-3259 t MEP Engineer: , Emtec Consulting Engineers DPC �' 3555 Veterans Memorial Hwy,Suite M �� Ronkonkoma,NY 11779 (G31)35G-217G Surveyor: Nathan Taft Corwin III 158G Main Road, Jamesport,NY 11947 0 0 (G31)727-2090 UP Project Name Li BATH BATH 5775 W Mill Rd MECH. Project Address 5775 W Mill Rd, P Mattituck, NY 11952 Project Type MECH. Lift Renovation RCV151on5 Design Development 03-14-2022 DINING AREA BAR Revised per Owner 04-1 1-2022 ❑ Revised per Owner 04-21-2022 Kitchen revised per Owner OG-I G-2022 Updated w5eating Layout 07-20-2022 Revised Seating Layout 08-1 1-2022 Revised per SCDHS Food Control 09-12-2022 Plans Rewsed per Owner 09-28-2022 Lighting Plans Rewsed per Owner 10-14-2022 Lighting Plans Rewsed per Owner I 0-21-2022 Construction Documents 1 1-02-2022 Rewsed and Resubmitted to Town 2-15-2023 Issued to Owner for Review 3-15-2023 Rewsed and Resubmitted to Town 5-17-2023 Rewsed and Reissued G-2G-2023 Rewsed and Reissued to Food Control 9-15-2023 _= Rewsed and Reissued 9-2G-2023 r Resubmitted to Town 10-2G-2023 r R E l A 1 E D !'�Y Z B/� Food Control Approved 1 1-20-2023 V L..r� G� I /'1 CL. FOYER Rewsed and Reissued 1 1-21-2023 C I I O N# Rewsed and Reissued 12-G-2023 DATE,D« P.aim) c o< Rewsed and Reissued 1-29-2024 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title EX15tln First Floor Plan SCTM# 1000-IOG.00-OG.00-003.000 BUILDING No: SCDHS No.: C-21-0373 JM2 No: 2022-OG42 first floor - Exlstlng I ZBA No: 7573 DATE: 31612024 I /4ii —oii A- I .o SEAL SIGNATURE: DESIGNED BY: TF CHECKED BY: JM SCALE: I/4"= I'ON DWG No: (p�9��, 3945 A= 1 F NEB 10 Architect of Record: Jm' 2�� RC ITEGTUREPc JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 PARMINGVILLE, NY, 1 1738 T 1631.320.3305 FI 631.320.3307 Applicant: Anthony Martignetti 8 East 92nd 5t,Apt 3 New York,NY 10128 (917)535-3777 Architect of Record: JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 BEDROOM BEDROOM BEDROOM Parmingville,NY 11738 (631)320-3305 Structural Engineer: E2 Engineers 488 Montauk Ave ot New London,CT 06320 V0, (860)437-3259 MEP Engineer: Emtec Consulting Engineers DPC CL. 3555 Veterans Memorial Hwy,Suite M � Ronkonkoma,NY 11770 CL. CL. (63 I)356-2176 CL. 5 u rveyor: Nathan Taft Corwin III 1586 Main Road, Jamesport,NY 11047 (631)727-2050 n DN Project Name HALL BATH i 5775 WMill Rd Project Address 5775 W Mill Rd, UP Mattituck, NY 11952 Project Type Lift Renovation Revisions CL. Design Development 03-14-2022 Revised per Owner 04-1 1-2022 ReVlsed per Owner 04-21-2022 Kitchen revised per Owner 06-16-2022 Updated w/Seating Layout 07-20-2022 Revised Seating Layout 08-1 1-2022 BEDROOM BEDROOM Revised per 5CDH5 Food Control 09-12-2022 Plans Revised per Owner 09-28-2022 Lighting Plans Revised per Owner 10-14-2022 Lighting Plans Revised per Owner 10-21-2022 Construction Documents 1 1-02-2022 Revised and Resubmitted to Town 2-15-2023 Issued to Owner for Review 3-15-2023 Rev15ed and Resubmitted to Town 5-17-2023 Revised and Reissued 6-26-2023 Revised and Reissued to Food Control 9-15-2023 CL. NAL MAP Revised and Reissued 9-26-2023 "" '?B A Resubmitted to Town I 0-26-2023 RENIE W. - D�—r BY L A food Control Approved 1 1-20-2023 D E C I S I O N T57"3 Revised and Reissued 1 1-21-2023 DATED.- 3 L I a Revised and Reissued 12-6-2023 Rewsed and Reissued 1-29-2024 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS SUCH ARE THE PROPERTY Of JM2 ARCHITECTURE,P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title EX15tln Second Floor Second Floor - Existln I Plan 114 = I i_oii A— I I SCTM# 1000-106.00-06.00-003.000 BUILDING No: SCDHS No.: C-21-0373 JM2 No: 2022-0642 ZBA No: 7573 DATE: 3/6/2024 SEAL it SIGNATURE: DESIGNED BY: TP CHECKED BY: JM SCALE: 114"= I'-0" DWG No: 394'6 F NEB ■ 26'-7 I/2" 12'-2 I/4" 3 I'-10 1/2" Architect of Record: 6'-6" 9'-9" .0 9'-1 112" G'-G" LED STR P LIGHT JM2 AAX4040-2 AAX4040-2 AAX4040-2 97"x 48" COUNTER, 9 "x 45" 97"x 45" RC ITECTUREPic i WALL MOUNTED SCONCE LIGHTING 42.75"HEIGHT i ----- AS SELECTED BY OWNER,72"HEIG T JM2 ARCHITECTURE,PC (TYP.ALL FIRST FLOOR) OPEN i i 2410 NORTH OCEAN AVENUE KITCHEN i SUITE 300 (SEE A-6) 4 � i FARMINGVILLE, NY, 11738 T 631.320.3305 Fl 631.320.3307 x i A-8 i N ; Applicant: z m Anthony Martignetti PICTURE LIGHTS 8 East 92nd St,Apt 3 _ — - — — - - New York,NY 10125 - z ----- (917)535-3777 KITCHEN �G� p ZD x 103 Architect of Record: MASTER LIGHTING I m I MOP SINK t MOP JM2 Architecture,PC MAR CONTROLS HOOK W/SIDE 2410 North Ocean Ave.Suite 300 F Rp4 BATH I-4 3/4 10'-3 1/4 Rp Q 105 o 10 F SPLASH GUARD Farmingville,NY 11738 ZONI���OP (63 I)320 3305 INTEGRATED LIGHTING NEW CABLE RAILINGS W/WOOD TOP RAIL t o / AT RAILING CORNER INTEGRATED LIGHTING AS SELECTED BY OWNER m, SERVICE STATION, Structural Engineer: PICTURE LIGHT I O I STORAGE BELOW BOAT BOAT BOAT a E2 Montauk CHARGER CHARGER CHARGER _ 488 Montauk Ave n, o _ _ New London,CT 06320 WALL MOUNT BRACKETS ' 3 _ i (860)437 3259 A7 0 FOR CONDENSER UNITS , , MEP Engineer: BATH O I Emtec Consultmg Engmeers DPC (2)2 GANG WEATHERPROOF � ° 3555 Veterans Memorial H Suite M ELECTRICAL BOX o DINING I 1 IOC _ I "�' rT o t N Ronkonkoma,NY 11775 5, o _ I O I r 3/4" 7 " (631)356-217G g10 7 9 11211 9 I 0 4 3/4 3 7 6 (3)2 GANG WEATHERPROOF AFD0506I0 0 �, t Surveyor: �}�Z PICTURE LIGH I � o I SODA SYSTEM i N Nathan Taft Corwin III 1 ELECTRICAL BOX °' " t °' 1586 Main Road, DOCK �o Zv m "� _ A-5 N t n, t Jamesport,NY 11947 - — - — - — `r - - - - - - MAST LIGHTING t (631)727-2090 — ER L G ING t CONTROLS SERVER t ST IR PICTURE LIGHT ROPE —►I ST o LED STRIP Project Name � LIGHTING I 7 v ROOFED OVER PATIO � 5775 W Mill Rd WOOD DECK 30"x 50" TOP OF DECK AFD050G 10 3 O" AFD02GG 10 15/5"TYPE X 5HEETRCK BOTH ELEVATION +7.5' 1 A 8 3 /��' SID S(UOL 30 ) Project Address � 2 N / LED STRIP LIGHTING o 5 775 W Mill Rd, _-BENEATH BAR o x m Mattituck, NY 1 1952 i i X o O I // r---- r— � N Q m o TABLE SEATINGEl t m CO (22 SEATS) i BAR(16 SEATS) o �, (5EE A 5)�` t t Project Type `9 FIRST FLOOR N �. i t AFD050G I 0 ELEVATION +10.0' t Lift Renovation n � O DN °LA RCV15ion5 cn — (2)2 GANG WEATHERPROOF Design Development 03-14-2022 ELECTRICAL BOX LED STRIP LIGH ING Revised per Owner 04-1 1-2022 0 BENEATH BAR DN ENTRY � o (BOTH SIDES) Revised per Owner 04-21-2022 BAR Kitchen revised per Owner 06-16-2022 I O2 Updated w/5eatmg Layout 07-20-2022 o rh AFD050G I O H05T o"' WOOD BURNING Revised Seating Layout 08-1 1-2022 FIREPLACE 30"x 54" 30"x 54" ~ "' ReVlsed per 5CDH5 Food Control 09-12-2022 30"x 54" Plans Revised per Owner 09-28-2022 Lightmg Plans Revised per Owner 10-14-2022 CLDH2646 CLDH2646 TCLDH2646 INTEGRATED LIGHTING G'-0 1/2" 8'-0 1/2" 8'-0 1/2" 0-4 1/2" L NEW CABLE RAILINGS W/WOOD Lightmg Plans Revised per Owner 10-21-2022 AT RAILING CORNER 2 DN TOP RAIL t INTEGRATED LIGHTING Construction Documents 1 1-02-2022 A-2.0 AS SELECTED BY OWNER Revised and Resubmitted to Town 2-15-2023 O DN RAMP SLOPE I:12 UP Issued to Owner for Review 3-15-2023 Revised and Resubmitted to Town 5-17-2023 5'-8 I/4° 29'0° 6'0" NEW CABLE RAILINGS W/WOOD TOP RAIL t Revised and Reissued 6-26-2023 INTEGRATED LIGHTING AS SELECTED BY OWNER. RAMP CONCRETE PAD Revised and Reissued to Food Control 9-15-2023 first Floor I PROVIDE LIGHTING BENEATH STAIR N051NG Revised and Reissued 9-26-2023 r � u _ I- n -2�.OIlk 38'9 3/4° � MAP Resubmitted to Town 10-26-2023 I /q — I O28-6 Food Control Approved 1 1-20 2023 y ZBA �q,� �t�t Revised and Reissued I I-2 I-2023 Revised and Reissued 12-6-2023 Revised and Reissued 1-29-2024 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. NEW CABLE RAILINGS W/WOOD TOP RAIL� STATE EDUCATION LAW. INTEGRATED LIGHTING AS SELECTED BY OWNER -- - Drawmg Title -, Pro 05e ir5t Floor OFirstOFloor1 - 11 122migmal MIN — PARTITION SCHEDULE Plan ' SYMBOL MARK DESCRIPTION' SCTM# 1000-106.00-06.00-003.000 BUILDING No: SEE STRUCTURAL PLANS 5CDH5 No.: C-21-0373 JM2 No: 2022-0642 FOR DECK A55EMDLY PT 2x 10 BOARDS FASTENED TO 6"6 PT WOOD POSTS =T;,-T;_=^- EXISTING TO BE REMOVED T.O. Open Deck — — -2� C° — — — — — — PT 2x 10 FRAMING — — — — — - - R No: W/DECKING BOARDS ON TOP— 7573 DATE: 3/612024 a• � - ZBA APPROXIMATE GRAD INTERIOR- EXISTING TO REMAIN c r (- - EXTERIOR- EXISTING PARTITION, 2"x 4" @ SEAL t SIGNATURE I ( I III ( ( (—�--) I ICI I I I III—III III I I ( III I I I I I III—III I I DESIGNED BY: TF 16"O,C.,SISTER AS NECESSARY TO Gx6 PT WOOD POSTS ON 12"DIA.x 3'DEEP POURED CONCRETE— I I I I_I ( ) I I 12'DIA.x 3G"DEEP POURED;) — REPAIR ROTTED STUDS. NEW -12" I I I I I III i III I 1 I ( ( ( III III III 111 I I(—)I _ I I---I ( I—BOARD SHALL BE BOLTED TO 2 THICK CONCRETE-I I III- 3 / R 5 CHECKED BY: JM --50NOTUBE FOOTINGS,TYPICAL FOR ALL COLUMNS-- SIMPSON COLUMN BASE MODEL#CB66 FOR' _CONCRETE 50NOTUD FOOTING= PAD W/ I/2"THREADED ROD @ 12"O.0 IF INSUL(R-15)* I"EPS �Ep III III III I I I I —EVERY POST AND FOOTING( � �I I I III Ili III III III III III—�I I h-. I I III III III III III III I I , " , . . , . " , . I III III III III III III III III i �� indicated I III III III—III I I M I 1=1 I 1=1 I I I I I III i —III I I 1=1 I 1=1 I M I 1=1 I 1=1 1M 1=1 11I = MCONTINUOUS INSULATION (R-3.85) �,5 � ,,,. SCALE: As nd�ated III I I I II III III III III—III III III III III III III III IIIII III III III III- PROPOSED PARTITION, 2"x 4" I G" o� �� III III 1 I I 1 I 1=1 I I 1 I I I I I I I I I II 1 I I 1 I I i I I I I I I I I 1 I I 1 I I 1 I I 1 I I 1 I I I I I 1 I I 1 I I 1 I I 1 I I 1 I1=1I1=1O DWG No: _— _ _ II I I 1 I I II IIIII IlIII III III I O.C., SISTER AS NECESSARY TO REPAIR M I I_=I I1=1 II—II1=1 11 III 111 111 III Il1=1 l M I M IM II II1=1 I1=1 II III III III III III I l fi fi l III III 11 1=1 I 1=1 II III—III III III III I III III I ROTTED STUDS. # 1 ff ff tt ff !! ff `` !! !! II II III III III III III III III- ( � � EXTERIOR-3-1/2"R.15FIBERGLIN5UL RAMP SECTION 2 (R-15)$ I"EPS CONTINUOUS �',s D 3945 INSULATION (R-3.85) F II — II— li BATHROOM5- WATER F NE�� _ • II2 GYPSUM BOARD SONDPROOF W/SAFB CONSTRUCTION NOTE5 SECTION R501 EX15TING BUILDINGS Architect of Record: A.GENERAL SECTION R501 EXISTING BUILDINGS I. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR, NOR HAVE CONTROL OR CHARGE OF CONSTRUCTION MEANS,METHODS,SEQUENCES,OR PROCEDURES,OR FOR R501,1 SCOPE SAFETY PRECAUTIONS OR PROGRAMS. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL EXISTING ELEMENTS DURING CONSTRUCTION THE PROVISIONS OF THI5 CHAPTER SHALL CONTROL THE ALTERATION,REPAIR,ADDITION AND CHANGE OF OCCUPANCY OF EXISTING BUILDINGS AND STRUCTURES. JM2 AGAINST DAMAGE,BREAKAGE,DISTORTION,COLLAPSE OR MISALIGNMENT. //14 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2020 NYS BUILDING CODE AND ALL LOCAL AUTHORITIES HAVING JURISDICTION. R50I.I.I ADDITIONS,ALTERATIONS,OR REPAIRS:GENERALI T E C T U R E .P 3. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE BEGINNING ANY WORK,AND SHALL REPORT ANY DISCREPANCIES TO THE ADDITIONS,ALTERATIONS,OR REPAIRS TO AN EXISTING BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL COMPLY WITH SECTION R502, R503 OR R504. UNALTERED ARCHITECT IMMEDIATELY. PORTIONS OF THE EXISTING BUILDING OR BUILDING SUPPLY SYSTEM SHALL NOT BE REQUIRED TO COMPLY WITH THIS CODE. 4. THE OWNER SHALL BE RESPONSIBLE FOR SUPERVISION DURING CONSTRUCTION. THE OWNER SHALL BE RESPONSIBLE FOR FILING AND SECURING ALL REQUIRED BUILDING PERMITS PRIOR TO THE START OF ANY WORK. R50 I.2 EXISTING BUILDINGS JM2 ARCHITECTURE,PC 5. ALL DEMOLITION MATERIAL SHALL BE REMOVED FROM THE 51TE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE TOWN OF BROOKHAVEN. EXCEPT AS SPECIFIED IN THI5 CHAPTER,THI5 CODE SHALL NOT BE USED TO REQUIRE THE REMOVAL,ALTERATION OR ABANDONMENT OF, NOR PREVENT THE CONTINUED USE 2410 NORTH OCEAN AVENUE G, THE ELECTRICAL CONTRACTOR SHALL LOCATE AND D15CONNECT AT THE SERVCE PANEL,ALL CIRCUITS AFFECTED BY CONSTRUCTION. AND MAINTENANCE OF,AN EXISTING BUILDING OR BUILDING SYSTEM LAWFULLY IN EXISTENCE AT THE TIME OF ADOPTION OF THI5 CODE. SUITE 300 7. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND DETAILS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. FARMINGVILLE, NY, 11738 R501.3 MAINTENANCE T 1631.320.3305 IF 631.320.3307 B. 5TRUCTURAL BUILDINGS AND STRUCTURES,AND PARTS THEREOF,SHALL BE MAINTAINED IN A SAFE AND SANITARY CONDITION.DEVICES AND SYSTEMS THAT ARE REQUIRED BY THIS CODE I. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR#2(UNLESS OTHERWISE NOTED)875p51 Fb. SHALL BE MAINTAINED IN CONFORMANCE TO THE CODE EDITION UNDER WHICH INSTALLED.THE OWNER OR THE OWNER'S AUTHORIZED AGENT SHALL BE RESPONSIBLE FOR THE 2. WOOD THAT COMES IN CONTACT WITH MASONRY AND CONCRETE SHALL BE WOLMANIZED/PRESSURE TREATED. MAINTENANCE OF BUILDINGS AND STRUCTURES.THE REQUIREMENTS OF THIS CHAPTER SHALL NOT PROVIDE THE BA5I5 FOR REMOVAL OR ABROGATION OF ENERGY Applicant: 3. JOISTS,RAFTERS AND BEAMS SHALL HAVE A MINIMUM OF 3"BEARING AT ENDS. CONSERVATION, FIRE PROTECTION AND SAFETY SYSTEMS AND DEVICES IN EXISTING STRUCTURES. Anthony Martignetti 4. EXTERIOR WALLS SHALL BE 2"x G"WOOD STUDS @ 16"o.c.UNLESS NOTED OTHERWISE ON PLANS EXTERIOR SHEATHING SHALL BE 1/2" CDX PLYWOOD. 8 East 92nd St,Apt 3 INYI K501.4 COMPLIANCE New York,NY 10125 BUILDING COMPONENT SPECIFICATION L15T ALTERATIONS,REPAIRS,ADDITIONS AND CHANGES OF OCCUPANCY TO,OR RELOCATION OF,EXISTING BUILDINGS AND STRUCTURES SHALL COMPLY WITH THE PROVISIONS FOR (517)535-3777 ALTERATIONS,REPAIRS,ADDITIONS AND CHANGES OF OCCUPANCY OR RELOCATION, RESPECTIVELY, IN THI5 CODE AND THE RESIDENTIAL CODE OF NEW YORK STATE, BUILDING ROOF ASSEMBLY CODE OF NEW YORK STATE,EXISTING BUILDING CODE OF NEW YORK STATE, FIRE CODE OF NEW YORK STATE, FUEL GAS CODE OF NEW YORK STATE,MECHANICAL CODE OF NEW Architect of Record: ROOF FLASHING: AS PER SECTION R905.2.8 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE,BASE AND CAP FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE YORK STATE,PLUMBING CODE OF NEW YORK STATE,PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NFPA 70. JM2 Architecture,PC MANUFACTURER'S INSTRUCTIONS,AND SHALL BE CORROSION RESISTANT SHEET METAL OF MINIMUM NOMINAL 0.019 INCH 2410 North Ocean Ave.Suite 300 R501.5 NEW AND REPLACEMENT MATERIALS Farmingville,NY 11738 ASPHALT ROOF SHINGLE: AS PER THE 2020 NY5 BUILDING CODE,ASPHALT 5HINGLE5 SHALL HAVE 5ELF-5EAL STRIPS OR BE INTERLOCKING. FASTENERS FOR ASPHALT 5HINGLE5 EXCEPT AS OTHERWISE REQUIRED OR PERMITTED BY THIS CODE,MATERIALS PERMITTED BY THE APPLICABLE CODE FOR NEW CONSTRUCTION SHALL BE USED. LIKE MATERIALS (631)320-3305 SHALL BE GALVANIZED STEEL,5TAINLE55 STEEL,ALUMINUM OR COPPER ROOFING NABS,MINIMUM 12 GA.SHANK WITH A MIN.3/5"DIA. HEAD.ASPHALT SHINGLES SHALL HAVE A SHALL BE PERMITTED FOR REPAIRS,PROVIDED THAT HAZARDS TO LIFE,HEALTH OR PROPERTY ARE NOT CREATED. HAZARDOUS MATERIALS SHALL NOT BE USED WHERE THE MINIMUM OF 51X FASTENERS PER SHINGLE, CODE FOR NEW CONSTRUCTION WOULD NOT ALLOW THEIR USE IN BUILDINGS OF 51MILAR OCCUPANCY, PURPOSE AND LOCATION. 5tructura I Engineer: ' E2 Engineers 6 UNDERLAYMENT:AS PER THE 2020 NY5 BUILDNIG CODE,UNDERLAYMENT ON ROOF SLOPES 4:12 OR GREATER SHALL BE ONE LAYER AND APPLIED SHINGLE FASHION,PARALLEL TO SECTION R503 ALTERATIONS 458 Montauk Ave pFA� STARTINGAND New LodoT MOD FIED B1TUMENN SHEET IN L EUNO 30#FELT AND TEXTENND FROM THE LLOWE T EDGES OF ALL ROOF SUR ACEBSETO A POINT ATOLEASTR224 INCHES N51DE TH1E EXTEERIOREWALL LINE. ALTERATIONS TOL LANY BUILDING OR STRUCTURE SHALL COMPLY WITH THE REQUIREMENTS OF THE CODE FOR NEW CONSTRUCTION.ALTERATIONS SHALL BE SUCH THAT THE (860)4n37n,32 O9 320 ICE BARRIERS SHALL BE 2 LAYERS APPLIED ALONG THE ROOF EDGES 24"INSIDE THE EXTERIOR WALL ON ROOF SLOPES UP TO 7:12,AND 36"ALONG THE ROOF SLOPE STARTING EXISTING BUILDING OR STRUCTURE IS NOT LE55 CONFORMING TO THE PROVISIONS OF THIS CODE THAN THE EXISTING BUILDING OR STRUCTURE WAS PRIOR TO THE FROM THE EAVE ON ROOF SLOPES 8:12 AND GREATER. ALTERATION. MEP Engineer: Emtec Consulting Engineers DPC �. VAPOR BARRIER:AS PER THE 2020 NEW YORK STATE BUILDING CODE, ROOF/CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE,A VAPOR RETARDER SHALL ALTERATIONS TO AN EXISTING BUILDING, BUILDING SYSTEM OR PORTION THEREOF SHALL CONFORM TO THE PROVISIONS OF THI5 CODE A5 THEY RELATE TO NEW 3555 Veterans Memorial Hwy,Suite M BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION. CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTIONS OF THE EXISTING BUILDING OR BUILDING SYSTEM TO COMPLY WITH THI5 CODE. ALTERATIONS SHALL NOT Ronkonkoma,NY 11779 CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EXISTING BUILDING SYSTEMS.ALTERATIONS SHALL BE SUCH THAT THE EXISTING BUILDING OR STRUCTURE DOES (631)356-2176 NOTE: NOT USE MORE ENERGY THAN THE EXISTING BUILDING OR STRUCTURE PRIOR TO THE ALTERATION.ALTERATIONS TO EXISTING BUILDINGS SHALL COMPLY WITH SECTIONS CONTRACTOR SHALL REFER TO THE NAILING SCHEDULE AND DETAIL SHEET FOR ALL CONNECTION SPECIFICATIONS PERTAINING TO EXTERIOR WALL STUDS, RIM JOIST,FLOOR R503.I.I THROUGH R503.2. Surveyor: JOISTS,BRACING AND PLYWOOD SUB-FLOORING, Nathan Taft Corwin III (NY R503.1.1 BUILDING ENVELOPE 1586 Main Road, 3 I' I 0 I l2° BUILDING ENVELOPE ASSEMBLIES THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION R402.1.2 OR R402.1.4,SECTIONS R402.2.1 THROUGH R402.2,13, Jamesport,NY 11947 614" 9'-9" 1 1/2" 6'-6" R402.3.1,R402.3.2, R402.4.3 AND R402.4.5. (63 0 727-2090 30'-1 1" EXCEPTION:THE FOLLOWING ALTERATIONS SHALL NOT BE REQUIRED TO COMPLY WITH THE REQUIREMENTS FOR NEW CONSTRUCTION PROVIDED THAT THE ENERGY USE OF THE BUILDING IS NOT INCREASED: Project Name 30"x 54" 30"x 54" 30"x 54" EXISTING EILIN ,WALL OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION PROVIDED THAT THESE CAVITIES ARE FILLED WITH INSULATION. 5775 W Mill I 7\� TCLDH2646 TCLDH2646 TCLDH2646 SECTION R504 REPAIRS R504.1 GENERAL BUILDINGS,5TRUCTURE5 AND PARTS THEREOF SHALL BE REPAIRED IN COMPLIANCE WITH SECTION R501.3 AND THI5 SECTION.WORK ON NONDAMAGED COMPONENTS Project Address NECE55ARY FOR THE REQUIRED REPAIR OF DAMAGED COMPONENTS SHALL BE CONSIDERED TO BE PART OF THE REPAIR AND SHALL NOT BE SUBJECT TO THE REQUIREMENTS 5775 W Mill Rd' FOR ALTERATIONS IN THIS CHAPTER. ROUTINE MAINTENANCE REQUIRED BY SECTION R501.3,ORDINARY REPAIRS EXEMPT FROM PERMIT,AND ABATEMENT OF WEAR DUE TO NORMAL SERVICE CONDITIONS SHALL NOT BE SUBJECT TO THE REQUIREMENTS FOR REPAIRS IN THIS SECTION. RECREATION ROOM , Mattltuck, NY 11952 N �`r—, Project Type N O O Lift Renovation r KITCHENETTE O 19 .L 505CHE 5HEM63W55N 24" a 30"ELECTRIC RANGE Revisions Des1gn Development 03-14-2022 W DISHWASHER Revised per Owner 04-1 1-2022 Revised per Owner 04-21-2022 WATERPROOF ENTIRE FLOOR I' REF DW J Kitchen revised per Owner 06-16-2022 UP WALLS W/BONDTAC 1500 PR03650G ® TCLDH264 6 Updated wlSeating Layout 07-20-2022 Revised Seating Layout 08-1 1-2022 WATERPROOF ENTIRE FLOOR 36"x 80" 30"x 54° Revised per 5CDH5 Food Control 09-12-2022 t SHOWER FULL HEIGHT Wl BONDTAC 1500 4'-0" 3'0' S'" DN 17 RISERS a, Flans Rewsed per Owner 09-28-2022 STAIR m 5/8 TYPE X 5HEETROCK 0 PROPOSED BTH-300 CYCLONE LIQUID Lighting Plans Revised per Owner 10 14 2022 BOTH SIDES(UL 305) Lighting Plans Revised per Owner 10-21-2022 FIXTURES FINISHES A5 v PROPANE HOT WATER HEATER BY AO SELECTED BY OWNER BATHROOM o HALL SMITH,FOR RESTAURANT,SECOND FLOOR Construction Documents 1 1-02-2022 QD HALF BATH o OFFICES,AND EMPLOYEE KITCHENETTE _ 36"x 50" (2)STACKED WASHER/ Revised and Resubmitted to Town 2-15-2023 x DRYER COMBO o o m d Issued to Owner for Review 3-15-2023 1 m 1 HWH REVlsed and Resubmitted to Town 5-17-2023 o LAUNDRY/STORAGE _ A-5 m UP CO A 5 Re�nsed and Reissued 6-26-2023 rJOP X Revised and Reissued to Food Control 9-15-2023 30"x 80 NK WATERPROOF ENTIRE Revised and Reissued 9-26-2023 = FLOOR I'UP WALLS WI ATTIC Resubmitted to Town I 0 26 2023 BONDTAC 1500 -—�-�M �w, m I � A L MAP Food Control Approved 1120 2023 X o ® LU z S z B T Z Bf'1 Revised and Re sued 112 12023 ROOFED OVER BEDROOM 0 o = o W Revsed and Reissued 12-6-2023 m v FIXTURES FINISHES A5 Revsed and Re sued 129 2024 PATIO BELOW o WALL SCONCES SELECTED BY OWNER o D E C rI�y� O N _7 5 w 5 3.0 = BATHROOM O DA t x ti AAX2426 ° r � � � THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS STORAGE SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A 28"x 30" VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. 24"x 80' SHELVES WATERPROOF ENTIRE DN STATE EDUCATION LAW. N o FLOOR t SHOWER FULL - HEIGHT W1 BONDTAG I OPEN ATTIC. REMOVE ALL g 30"x 80" 30"x 80° � EXISTING NON-LOAD BEARING Drawin Title x C PrOP05l0d- Second Floor O cv "o o PARTITION WALLS BEDROOM BEDROOM N P l an o in = m o SCTM# 1000 106.00 06.00 003.000 BUILDING No: �o N `X o 5ATHR00 SCDHS No.: C 21 0373 JM2 No: 2022-0642 0 O N_ x O � ZBA No: 7573 DATE: 316I2024 5'-5" I 1'-9" '— SEAL t SIGNATURE: DESIGNED BY: TF 30"x 80" TCLDH2646 TCLDH264 TCLDH2646 30"x54" CHECKED BY: JM 30"x 54" 30"x 54" 30"x 54" z p C TCLDH2646 1.E Ay� SCALE: 114"= I'-0" 8'-2 1/4" 8' 2" 6'-3" Q .1 DWG No: Second floor 1 Attic 2 (P�-�,, a 394� Q� fi 11411 = 11-011 A-2. I 11411 = 11—Oil A-2. I F NEB LEGEND CEILING N0TE5 ELECTRICAL NOTES Architect of Record: Q PENDANT LIGHT AS SELECTED BY OWNER REFER TO MEP PLANS FOR EGRESS LIGHTING 1. ALL CEILING SYSTEM HEIGHTS NOTED ON PLAN. ELECTRICAL SPECIFICATIONS: e 4.ALL LIGHT FIXTURES PROPOSED IN BATHROOM t FOOD PZEP AREAS TO BE WATERPROOF.GYPSUM BOARD CEILING PROPOSED 1. ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE 2020 INTERNATIONAL BUILDING CODE,THE 2020 INTERNATIONAL COMMERCIAL ENERGY CODE, NFPA ARTICLE 70, NATIONAL JM2 IN THESE AREA TO BE WATER AND MOISTURE RESISTANT. ELECTRIC CODE,AND ALL OTHER APPLICABLE CODES.WORK OF THIS SECTION SHALL CONFORM TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. G 8" 15 WATT LED DIMMABLE ROUND 5. MEP CONTRACTOR TO COORDINATE SUPPLY AND RETURN DIFFUSER LOCATIONS WITH ENGINEERING DRAWINGS. PRIOR TO 2. ELECTRICAL WORK IS NOT CONFINED TO THE ELECTRICAL DRAWINGS. REFER TO MECHANICAL AND ARCHITECTURAL DRAWINGS FOR OTHER INFORMATION. ® RECESSED DOWNLIGHT EXTERIOR GRADE 1.r REFER TO MEP PLANS FOR EGRESS LIGHTING INSTALLATION,CONTRACTOR SHALL PROVIDE COORDINATICN DRAWING FOR ARCHITECTS REVIEW AND APPROVAL. 3. MANUFACTURER'S DIRECTION SHALL BE FOLLOWED IN INSTALLING,TESTING AND PLACING INTO OPERATION ALL EQUIPMENT AND SYSTEMS. PAY FOR ALL SUPERVISION,TESTING AND R I T E C T lJ R E P c G. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO AIR LEAKAGE I CFM. APPROVAL OR MANUFACTURER FOR ALL EQUIPMENT. 7.CEILINGS TO BE HUNG WITH X-CX CEILING CLIPS AND HANGER ASSEMBLIES AS MANUFACTURED BY HILTI W/ 12 GAUGE CARBON 4.ALL RACEWAY AND WIRING SHALL BE CONCEALED IN FINISHED AREAS AS DETERMINED BY THE ARCHITECT. RACEWAY MECHANICAL ROOMS SHALL BE SURFACE MOUNTED. 0 8" 15 WATT LED DIMMABLE ROUND RECE55E5 DTIA OR HT MODEL EQUAL 15L 40k [] REFER TO MEP PLANS FOR EXHAUST FANS STEEL HANGER WIRE,OR APPROVED EQUAL. 5.ALL BRANCH CIRCUIT WIRING WITHIN THE BUILDING SHALL BE TYPE THHN IN RIGID GALVANIZED CONDUIT,EMT CONDUIT,OR MC CABLE. PROVIDE LIQUID TIGHT FLEXIBLE METAL CONDUIT IN W/TRIM S DU(T N PC AS MANUF BY CREE ESSENTIA OR APPROVED EQUAL 8. EXISTING CEILING SYSTEMS TO BE REMOVED AND DISCARDED. LIMITED LENGTHS FOR CONNECTION EXPOSED TO WEATHER,MOISTURE,OR VIBRATIONS,OR AS REQUIRED FOR EQUIPMENT INSTALLATION. JM2 ARCHITECTURE, PC 9.ALL LIGHTING SYSTEMS SHALL HAVE DIMMERS. G. RIGID CONDUIT SYSTEMS SHALL BE MADE UP WITH THREADED FITTINGS AND COUPLINGS. 2410 NORTH OCEAN AVENUE R REFER TO MEP PLANS FOR SUPPLY DIFFUSERS SUITE 300 O5 NEW ADDRESSABLE PHOTOELECTRIC SMOKE DETECTOR AS PER ® 7. BRANCH CIRCUIT WIRE AND CABLE SHALL BE TYPE THHN COPPER CONDUCTOR.ALL WIRE AND CABLE#10 AND SMALLER SHALL BE SOLID COPPER.COLOR CODING SHALL BE USED FARMINGVILLE, NY, 11738 NYS 2018 UNIFORM CODE SUPPLEMENT,SECTION 507.2.1.3 THROUGHOUT THE SYSTEM U51NG BLACK, RED,AND BLUE FOR PHASE WIRES,WHITE FOR GROUNDED NEUTRAL WIRES,AND GREEN FOR EQUIPMENT GROUNDING CONDUCTORS. T 1631.320.3305 FI 631.320.3307 L� REFER TO MEP PLANS FOR RETURN DIFFUSERS 8.ALL WIRE SPLICES SHALL BE MADE WITH PRESSURE TYPE CONNECTORS.SPLICES IN DAMP OR WET LOCATIONS SHALL BE MADE WATERTIGHT AND WATERPROOF. FOLLOW MANUFACTURERS DIRECTIONS FOR CONNECTIONS AND TERMINATIONS OF M.I.CABLE, CO NEW CO DETECTOR BY MIRCOM,MODEL#C0I 224TR/M501 M. 9.PROVIDE OUTLET BOXES AT ALL FIXTURES,JUNCTION BOXES AND WIRING DEVICES. BOXES SHALL BE PROPERLY SUPPORTED AND 51ZED FOR THE NUMBER OF CONDUCTORS IN Applicant: SEE ALARM DRAWINGS FOR EXACT LOCATION. ACCORDANCE WITH NEC. INTERIOR BOXES SHALL BE GALVANIZED STEEL, UNLESS NOTED OTHERWISE. 10. PROVIDE JUNCTION BOXES AND WIRING TROUGHS,51ZED AS PER NEC,WHERE SHOWN OR WHERE NECESSARY TO FACILITATE PULLING OF CONDUCTORS. BOXES AND TROUGH SHALL BE Anthony Martignetti SHEET STEEL,EITHER GALVANIZED OR PAINTED FINISH.COVERS SHALL BE SCREW TYPE OR COMBINATION HINGED AND SCREWED. 8 East 92nd 5t,Apt 3 11. PROVIDE EXPANSION FITTINGS AT BUILDING EXPANSION JOINTS. EXPANSION FITTINGS SHALL BE OZ-GEDNEY TYPE AX OR EQUAL WITH APPROPRIATE BONDING JUMPER. New York,NY 10125 12. PROVIDE LIGHTING FIXTURES AS SHOWN ON THE SCHEDULE,COMPLETE WITH ALL STEMS, RODS,SUPPORTS,PLASTER FRAMES,ETC., NECESSARY FOR AN INSTALLATION IN OR ON THE (917)535-3777 MATERIAL FINISHES PROVIDED. PROVIDE ALL LAMPS FOR LIGHTING FIXTURES. FIXTURES SHALL HAVE ENERGY SAVING LAMPS,AND ENERGY SAVING BALLASTS WITH HIGH POWER FACTOR. Architect of Record: 13. PROVIDE TEMPORARY LIGHTING AND POWER IN ACCORDANCE WITH ARTICLE 305 OF THE NEC. 14. PROVIDE ALL SAFETY SWITCHES AS SHOWN ONT HE DRAWINGS AND/OR REQUIRED BY NEC FOR MOTOR,APPLIANCE AND ELECTRIC HEAT EQUIPMENT DISCONNECTION.ALL DISCONNECT JM2 Architecture,PC SWITCHES SHALL BE LOCKABLE IN THE"ON"OR"OFF"POSITION.SEE MECHANICAL DRAWINGS FOR FACTORY MOUNTED SWITCHES. 2410 North Ocean Ave.Suite 300 15. PROVIDE 120V DUCT TYPE SMOKE DETECTOR,TO BE INSTALLED BY MECHANICAL CONTRACTOR AND WIRED BY ELECTRICAL CONTRACTOR. UNIT RT-I SHALL SHUT DOWN UPON Farmingville,NY 11738 ACTIVATION OF DETECTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE CONTROL WIRING, INTERPOSING RELAY AND KEY OPERATED MANUAL RESET SWITCH LOCATED AT REAR DOOR. (631)320-3305 42 Structural Engineer: e, E2 Engmeers 485 Montauk Ave New London,CT 06320 sO (860)437-3259 �d�P MEP Engineer: 1,o0 Eni Consultmg Engmeers DFC 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11775 (631)356-2176 Surveyor: COUNTER BELOW Nathan Taft Corwin III 1586 Main Road, Jamesport,NY 11947 (631)727-2090 i 0 i Project Name 5775 W Mill Rd (2)LAYERS TYPE X 5HEETR0CK i Q (UL RC 2601) Project Address G 5775 W Mill Rd, ° Mattituck7 NY 11952 L_—J Project Type o 0 Lift Renovation 0 ReVl51ons Design Development 03-14-2022 Revised per Owner 04-1 1-2022 LJ Revised per Owner 04-21-2022 EXTERIOR GRADE LIGHTING AT RECESSED vtchen revised per Owner 06 16 2022 UNDERSIDE OF CANOPY(TYP.) WATER RESISTANT (2) Updated w/Seatmg Layout 07-20-2022 LIGHTING AT BATHROOMS O CO Revised Seating Layout 08-1 1-2022 Revised per SCDHS Food Control 09 12 2022 Plans ReVlsed per Owner 09-28-2022 Lighting Plans Revised per Owner 10-14-2022 LIGHTING 00 �— LINE OF HEAVY TIMBER CONSTRUCTION Lighting Plans Revised per Owner 10 2 12022 Construction Documents 1 1-02-2022 Issued to Owner for Review 3-15-2023 13 El ❑ Revised and Resubmitted to Town 2-15-2023 Revised and Resubmitted to Town 5-17-2023 48"INFRARED HEATERS 7' I I"CEILING HEIGHT MOUNTED TO UNDERSIDE T-3"CEILING HEIGHT AT EXISTING BEAMS O Revised and Reissued 6 26 2023 OF CANOPY(TYP.x4) —'— Rewsed and Reissued to Food Control 9-15-2023 �— Rewsed and Reissued 9-26-2023 Resubmitted to Town 10-26-2023 Food Control Approved 1 1-20-2023 CO Rewsed and Reissued 1 1-21-2023 0O EVI �� BY Z A (3)FANS Wl LIGHTING AT Rewsed and Reissued 12 6 2023 i i Revised and Reissued 1-29-2024 UNDERSIDE OF CANOPY(TYP.) IDEC NOTE:PRIOR TO INSTALLATION CONTRACTOR SHALL _ FIELD VERIFY EXISTING BEAM LOCATIONS. LIGHTING I DATED a _ — _ S ARE AN INSTRUMENT OF SERVICE,AND AS — SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C. ANY i SHALL BE INSTALLED CENTERED ON EXISTING BEAMS IN ""'"`' UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A DRYWALL. VIOLATION OF SECTION 7209 5U5-DIVI5ION 2 OF THE N.Y. STATE EDUCATION LAW. (2)LAYERS TYPE X SHEETROCK w \\ i EXISTING GRAFFITI AT BEAMS TO REMAIN O BETWEEN ALL HEAVY TIMBER BEAMS ® (UL RC-2601) \ i Drawing Title OEl 5 0 EXISTING TIMBER BEAMS ARE \\� MINIMUM 6"x10"AND MAINTAIN ��,\`__— BAR BELOW � � Reflected Cedln� �'IanSMINIMUM I HOURFIRE RATING _ _____ SCTM# 1000-106.00-06.00-003.000 BUILDING No: 5CDH5 No.: C-21-0373 JM2 No: 2022-0642 BA N o: 757 3 DATE: 3/612024 Z SEAL t SIGNATURE: DESIGNED BY: TF CHECKED BY: JM SCALE: As indicated Flrst Floor- RCP 1 Second Floor- RCPA DWG No: 11411 = 11-011 A-3.0 1 /411 = 11-01139 F NEB 29' - 5° - - - - - --------- -- ---- - ------- - --- - - - - - - - --- - - - - -- -- ---- - - - Architect of Record: Jm' 2�� 4RC ITECTU R EP� ROOF CONSTRUCTION: EXISTING ASPHALT SHINGLE W/CONT. RIDGE VENT 3/4"SHEATHING JM2 ARCHITECTURE,PC RR(SEE STRUCTURAL PLANS) 2410 NORTH OCEAN AVENUE HURRICANE CLIPS @ EA. RR SUITE 300 6"CLOSED CELL SPRAY FOAM INSULATION(R-42) FARMINGVILLE, NY, 11735 Attic _ I"XPS CONTINUOUS INSULATION(R-5) T 1631.320.3305 F1 631.320.3307 1/2°GYP.BD - - - Applicant: Anthony Martignetti EXTERIOR WALL CONSTRUCTION: 8 East 92nd 5t,Apt 3 V-RUSTIC 51DING BY TRUEXTERIOR New York,NY 10125 - —"--" TYVEK (917)535-3777 PROP05ED CANOPY 15/32"CDX PLYWD OR 05D Architect of Record: EPDM FINISH WALL STUDS(SEE STRUCTURAL PLANS) 15/32"CDX PLYWD OR 05B 3-1/2'R 15 FIBERGL INSUL(R-15) JM2 Architecture,PC RR(PER STRUCTURAL PLANS) I"EPS CONTINUOUS INSULATION(R-3.85) 2410 North Ocean Ave.Suite 300 Second Floor STAINED BEADBOARD 1/2"GYP BD armor(R-.45) 9 vdle,NY 11738 — — — — — — — — — — — — — — — — — — — — — — — — — — (63 I)320-3305 5tructural Engineer: E2 Engmeers 455 Montauk Ave r New London,CT 06320 WOOD W SOLUM�MARINE VARN SH STRUCTURAL (860)437-3259 p 6 OF spy", / Eli MEP Engineer: Pao CONDENSER UNITS ON WALL MOUNT BRACKETS Emtec Consulting Engineers DPC71 �aG�� 0 3555 Veterans Memorial Hwy,Suite NEW CABLE RAILINGS W/WOOD Ronkonkoma,NY 11779 Y First Floor TOP RAIL t INTEGRATED LIGHTING - - (631)356-2176 AS SELECTED BY OWNER -- O' - ou -- -- --- - —- -- Surveyor: Nathan Taft Corwin III 1586 Mam Road, T.1 - 011 O. PIIeS - - - - - Jamesport,NY 11947 (631)727-2090 T.O. Open Deck -2' - Gil Project Name NEW PILES PER STRUCTURAL PLAINS5775 W Mill Rd Project Address 5775 W Mill Rd, Mattituck, NY 11952 West Elevation 2 1 /4ii = 1 i_oii A-4'0 Project Type 1 . Lift � Renovation A-5 Roo _ _ _ _ _ _ Revisions 25' - 5" Design Development 03-14-2022 Revised per Owner 04-1 1-2022 Revised per Owner 04-21-2022 Kitchen revised per Owner 06-16-2022 Updated w/Seating Layout 07-20-2022 \ ROOF CONSTRUCTION: Revised Seating Layout 08-1 1-2022 EXISTING ASPHALT SHINGLE W/CONT. RIDGE VENT Revised per SCDHS Food Control 09-12-2022 3/4"SHEATHING RR(SEE STRUCTURAL PLANS) - Plans Rewsed per Owner 09-28-2022 HURRICANE CLIPS @ EA. RR Lightmg Plans Rewsed per Owner 10-14-2022 12 G"CLOSED CELL SPRAY FOAM INSULATION(R-42) Lightmg Plans Rewsed per Owner 10-21-2022 2 F I"XP5 CONTINUOUS INSULATION(R-5) Construction Documents 1 1-02-2022 1/2"GYP. BD Rewsed and Resubmitted to Town 2-15-2023 Attic Issued to Owner for Review 3-15-2023 18' - 3" Revised and Resubmitted to Town 5-17-2023 Rewsed and Reissued 6-26-2023 EXTERIOR WALL CONSTRUCTION: Rewsed and RCMUed to Food Control 9-15-2023 V-RUSTIC 51DING BYTRUEXTERIOR ------ Rewsed and Reissued 9-26-2023 TYVEK - - '" 15/32"CDX PLYWD OR 055 ^1: - MAP Resubmitted to Town 10-26-2023 WALL STUDS(SEE STRUCTURAL PLANS) By 7.BA Food Control Approved 1120 2023 3 I/2"R15 FIBERGL INSUL(R-15) VI r`7573 Rew Reissued sed and 1121 2023 r I"EPS CONTINUOUS INSULATION(R-3.85) Revised and Reissued 12-6-2023 1/2"GYP BD(R-.45) + Rewsed and RelssUed 1-29-2024 Second Floor THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS g __ g° ----- - - - "- CONCEALED FLASHING - - - - SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A PROPOSED CANOPY EPDM FINISH VIOLATION OF SECTION 7209 5UD-DIVI5ION 2 OF THE N.Y. -- ----- — -- — - 15/32"CDX PLYWD OR OSB STATE EDUCATION LAW. 2 RR(PER STRUCTURAL PLANS) a STAINED BEADBOARD A-2.0 WOOD COLUMNS PER STRUCTURAL PLAN Drawing Title W/STAIN�MARINE VARNISH 0 0 ; NEW CABLE RAILINGS W/WOOD TOP RAIL t First Floor -- INTEGRATED LIGHTING AS SELECTED BY OWNER Eievation5 �' - �" FLOOR CONSTRUCTION: T.O. Piles_ _ _ m F „w R FJ(SEE STRUCTURAL PLANS) SCTM# 1000-106.00-06.00-003.000 BUILDING No: - - 4.5"CLOSED CELL SPRAY FOAM INSULATION(R-31.5)­-- - CONT.ASPHALT COATED COPPER TERMITE SHIELD SCDHS No.: C-21-0373 JM2 No: 2022-0642 T.O. Open Dec ZBA No: 7573 DATE: 3/6/2024 -2' - Gil SEAL t SIGNATURE: DESIGNED BY: TF CHECKED BY: JM NEW PILES PER STRUCTURAL PLANS �'� SD C 114" �L q h+j� SCALE: = I'-0" �1P �..�1 DWG No: North Elevation I 11411 _ 1 i_oii A-4.0 ��q�F 0 3945 yb��- =41 Architect of Record: 4RC � ITECTUREpc R of o 51 TONrR STRUCTURE BEYOND JM2 ARCHITECTURE,PC - - EXISTING ROOF STRICTURE 4 PITCH TO REMAIN 2410 NORTH OCEAN AVENUE MR SUITE 300 1001, FARMINGVILLE, NY, 11738 110, T 1631.320.3305 IF 631.320.3307 30")40 SKYLIGHT(VELUX-M06) Applicant: Anthony Martignetti _ 8 East 92nd St,Apt 3 Attic _ _- --_ — _ _ _ New York,NY 10125 CONCEALED FLASHING (917)535 3777 I Architect of Record: EXTERIOR WALL CONSTRUCTION: R=CONSTRUCTION: JM2 Architecture,PC V-RUSTIC 51DING BY TRUEXTERIOR PROPOSED ASPHALT SHINGLE W/CONT. RIDGE VENT 2410 North Ocean Ave.Suite 300 09 TYVEK 3/4"SHEATHING Farmmgwlle,NY 11738 T' 15/32"CDX PLYWD OR 055 RR(SEE STRUCTURAL PLANS) (631)320-3305 RR Co WALL STUDS(SEE STRUCTURAL PLANS) HURRICANE CLIPS @ EA. O p��' 3 I/2"R15 FIBERGL INSUL(R-15) G"CLOSED CELL SPRAY FOAM INSULATION(R-42) Structural Engineer: �P� oFPQ I"EFS CONTINUOUS INSULATION(R-3.85) _____._______ 112"FSYPOBDTINUOUS INSULATION(R 5) E2 Engineers �1301 PROPOSED CANOPY N� I/2"GYP BD(R-.45) N88 ew London,kCT 06320 Second FIOOr — _ _ _ — — _ — _EPDM FINISH — _ _ — — — 9' _ 8 15/32"CDX PLYWD OR OSB (860)437-3259 n RR(PER STRUCTURAL PLANS) / I STAINED BEADBOARD MEP Engineer: Emtec Consulting Engineers DPC 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11775 (63 I)356-2176 WOOD COLUMNS PER STRUCTURAL PLAN W/STAIN t MARINE VARNISH Surveyor: Ll I I Nathan Taft Corwin III -- ------ ----- — - NEW CABLE RAILINGS W/WOOD 1586 Main Road, FIrSt FIDOr OF RAIL t INTEGRATED LIGHTING Jamesport,NY 11947 AS SELECTED BY OWNER (631)727-2090 O' - OII an Project Name T.O. Plies 5775 W Mill Rd T.O. Open Deck. MMM -2' - Gil Project Addressj NEW PILES PER Pro STRUCTURAL PLANS 5775 W Mill Rd, I L Mattituck, NY 11952 East Elevation I Project Type 11411 = 1 1 011 A15 Lift Renovation RBV15 on5 Roof Design Development 03-14-2022 29' - 511 Revised per Owner 04-1 1-2022 Revised per Owner 04-21-2022 ROOF CONSTRUCTION: Kitchen revised per Owner 06-16-2022 EXI5TING ASPHALT SHINGLE W/CONT. RIDGE VENT Updated w/Seating Layout 07-20-2022 3/4"SHEATHING Revised Seating Layout 08-1 1-2022 RR(SEE STRUCTURAL PLAN5) Revised per 5CDH5 Food Control 09-12-2022 / HURRICANE CLIP5 @ EA. RR Plans Reused per Owner 09-28-2022 G"CLOSED CELL SPRAY FOAM INSULATION(R-42) I"XPS CONTINUOUS INSULATION(R-5) Lighting Plans Revised per Owner 10-14-2022 1/2"GYP.BD Lighting Plans Revised per Owner 10-21-2022 Construction Documents 1 1-02-2022 Rewsed and Resubmitted to Town 2-15-2023 Issued to Owner for Rewew 3-15-2023 Attic Revised and Resubmitted to Town 5-17-2023 — — — — — — — — — — — — — — — — — — — — — — — Rev15ed and Reissued 6-26-2023 18' 3' 17'-0" Revised and RC155Ued to Food Control 9-15-2023 Revised and Reissued 9-26-2023 EXTERIOR WALL CONSTRUCTION: Resubmitted to Town I 0 26 2023 V-RUSTIC SIDING BY TRUEXTERIOR Food Control Approved 1 1-20-2023 di fflTYVEK k.��'� � ��P Reused and Reissued I I- I-2023 ttll 15/32"CDX PLYWD OR 05B ` MED TZBA Revised and Reissued 12-6-2023 WALL STUDS(SEE STRUCTURAL PLANS) 5 � Revised and Reissued 1-29-2024 1- 3-I/2"R15FIBERGLIN5UL(R-15) C IS� ,.�..��3F 1" CONTINUOUS INSULATION(R 3.85) _ - THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND A5 I/2"GYP BD(R.45)Second Floor SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY — _ — — — — _ _ — _ — — __ _ — — — — UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. STATE EDUCATION LAW. 2 Drawing Title CONDENSER UNITS ON PROPOSED ENTRY STAIR WALL MOUNT BPACK95 E16Vatl0n5 Flr5t Floor --- 0' - O" FLOOR CONSTRUCTION: 5CTM# 1000 106.00 06.00 003.000 BUILDING No: — —3/4:PLYWD 5U5FLOOR — — — T.O. PIIe5 _ — _ _ _ _ — — — — — _FJ(SEE STRUCTURAL PLANS) _ 5CDH5 No,: C-21-0373 JM2 No: 2022-0642 p - 0 4.5"CL05ED CELL SPRAY FOAM INSULATION(R-31.5) CONT.ASPHALT COATED COPPER TERMITE SHIELD ZBA No: 7573 DATE: 3/612024 T.O. Open Deck -2' - 6" NEW PILE5 PER SEAL SIGNATURE: DESIGNED BY: TF STRUCTURAL PLANS CHECKED BY: JM SCALE: 114"= I'-0" DWG No: * i South Elevation 945 .o� 1141� = 1 I_0 Architect of Record: iJM2 i RC ' ITECTUREPc JM2 ARCHITECTURE,PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11738 T I G31.320.3305 FJ G31.320.3307 Applicant: Anthony Martignetti 8 East 92nd 5t,Apt 3 New York,NY 10128 (017)535-3777 Architect of Record: JM2 Architecture,PC 2410 North Ocean Ave,Suite 300 Farmingville,NY 11735 LV (G3 0 320-3305 , Structural Engineer: 485 Montauk AveNew MPR O Q QF PPp��� London,CT(860)437 32 0�320 oN1�Ge'OPFi MEP Engineer: Roof Emtec Consulting Engneers DPC 2°J� 5 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11770 (G31)35G-217G ROOF CONSTRUCTION: EXISTING ASPHALT SHINGLE W/CONT. RIDGE VENT Surveyor: Nathan Taft Corwin III 3/4"SHEATHING 155G Main Road, RK(SEE STRUCTURAL PLANS) Jamesport,NY 11947 HURRICANE CLIPS @ EA. RK - �' G"CLOSED CELL SPRAY FOAM INSULATION(R-42) -_ (63 I)727-2090 EXISTING ROOF FRAMING, 'DECKING AND ATTIC I"XPS CONTINUOUS INSULATION(R-5) ,-" � FRAMING TO REMAIN 1/2"GYP.BD Project Name ATTIC CONTINUOUS LEDGER FASTENED TO STUD WALL PER STRUCTURAL PLAN 5775 W Mill Rd — Attic fi. 8 - 311 Project Ad , dress NEW ROOF FRAMING PER 5775 W Mill Rd PROPOSED CANOPY 4 STRUCTURAL PLAN EPDM FINISH (MATCH EXISTING PITCH) 15/32"CDX PLYWD OR 05B E EXTERIOR WALL CONSTRUCTION: M a tt i t U c k, NY 11952 , RR(PER STRUCTURAL PLANS) V-RUSTIC SIDING BY TRUEXTERIOR �o STAINED BEADBOARD BATHROOM HALL LAUNDRY/STORAGE TYVEK Project Type 15/32"CDX PLYWD OR 05D NEW CANOPY FRAMING STAIR WALL STUDS(SEE STRUCTURAL PLANS) PER STRUCTURAL PLAN O O 3q 1/2"K 15 FIBERGL INSUL(R-15) Lift Renovation I EPS CONTINUOUS INSULATION(R-3.85)ILI Second Floor 1/2"GYP BD(R-.45) — — — 7 Revisions Design Development 03-14-2022 NEW CABLE RAILINGS W/WOOD NEW WOOD POSTS PER TOP RAIL*INTEGRATED LIGHTING STRUCTURAL PLAN Revised per Owner 04-1 1-2022 AS SELECTED BY OWNER a BATH NEW WOOD FRAMED ReVlsed per Owner 04-21-2022 WOOD COLUMNS PER STRUCTURAL `vt INTERIOR STAIRCASE Kitchen revised per Owner OG-I G-2022 PLAN W/STAIN MARINE VARNISH o Updated wlSeat Layout 07 20 2022 — o N = NEW WOOD FRAMED P 9 Y NEW PORCH DECKING t FRAMING NEW PORCH DECKING+k FRAMING PER ~ o °O INTERIOR STAIRCASE Revised Seating Layout 08-1 1-2022 PER STRUCTURAL PLAN STRUCTURAL PLAN ~ Revised per SCDHS Food Control 09 12 2022 DINING KITCHEN NEW FLOOR FRAMING PER Plans Revsed per Owner 09-28-2022 STRUCTURAL PLAN Lighting Plans Revised per Owner 10-14-2022 s First Floor Lighting Plans Revised per Owner 10-21-2022 Y+ - "'._ _, '' °" - _ onstruction Documents I I-02-2022 N Revised and Resubmitted to Town 2-15-2023 T.O. Piles - 011 Issued to Owner for Review 3 15 2023 U"--\ Revised and Resubmitted to Town 5-17-2023 FLOOR CONSTRUCTION: T•0. 0 en Deck Revised and Reissued G-2G-2023 3/4: PLYWD SUBFLOOK -2' - 6 Revised and Reissued to Food Control 9 15 2023 FJ(SEE STRUCTURAL PLANS) Revised and Reissued 9-2G-2023 4.5"CLOSED CELL SPRAY FOAM INSULATION(R-31.5) CONT.ASPHALT COATED COPPER TERMITE SHIELD Resubmitted to Town 10-2G-2023 FINAL NI A P Food Control Approved 1 1-20-2023 NEW PILES PER REVIEWED EWU E D �Y ��A Revised and Reissued I I-21-2023 STRUCTURAL PLAN Revised and Reissued 12-G-2023 D E C r CJ I O N# / Revised and Reissued 1-29-2024 DATED: THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS Section I SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A �j VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. 114 = I I—o�i A STATE EDUCATION LAW. Drawing Title 56ction 5CTM# 1000-1 OG.00-OG.00-003.000 BUILDING No: SCDHS No,: C-21-0373 JM2 No: 2022-OG42 ZBA No: 7573 DATE: 3/G/2024 SEAL 4 SIGNATURE: DESIGNED BY: TF CHECKED BY: JM ---D� �'j SCALE: I/4"= I'0" [� �� � �..�► DWG No: * I ��9�F 3945 yd�� Amb F NEB Architect of Record: VARNISHED MAHOGANY BAR TOP SPILL GUARD BULL NOSE JM2 24"COUNTER AND - RC ' I T E C T U R E P SHELVING,42.75"HEIGHT 12)27"UNDERCOUNTER TOP OF GUARD REFRIGERATOR +66.75"A.F.F. SNEEZE GUARD F � ____ _ ___ JM2 ARCHITECTURE,PC 6)RADIANCE 36"W GAS RANGE MODEL TAR-6 2410 NORTH OCEAN AVENUE i 13)48"COLD FOOD WELL UNIT 0 o WITH OVEN BELOW AND RADIANCE INFRA-RED SUITE 300 i i GLA55 SNEEZE GAURD I I)67"SANDWICH/SALAD 2 FARMINGVILLE, NY, 11738 a i i SALAMANDER BROILER MODEL TA5M-36 ABOVE BAR TOP DETAIL J T 1631.320.3305 F� 631.320.3307 a, o i o � i PREPARATION REFRIGERATOR � i 3)30W GAS FLAT TOP 2' 10 A Applicant: 14) 16 ICE CHEST I Antony Martignetti GRIDDLE,MODEL TATG 36 N r ------- 8 East 92nd St,Apt 3 COLD FOOD WELL 1) 16"GAS FLOOR NOTE: FOODS TRANSPORTED FROM ANY ACCESSORY STRUCTURE TO THE KITCHEN New York,NY 10128 io TOP OF PREP SURFACE MUST BE COVERED AND PROTECTED FROM CONTAMINATION DURING TRANSPORT. (917)535 3777 +42.75 A.F.F. 10) 14"HAND SINK W/ `„ N FRYER,MODEL SG 14 R UNIT i 1 51DE SPLASH GUARDS 0" i 2'-9" Architect of Record: VARNISHED MAHOGANY SANDWICH/SALAD PREPARATION ADA NOTE: i 1 JM2 Architecture,PC 9)24"CLEAN DISH TRAY 2)44"UNDERCOUNTER COUNTER TOP REFRIGERATOR AS PER 2010 ADA STANDARDS FOR ACCESSIBLE DE51GN 206.2.8(EMPLOYEE WOK 2410 North Ocean Ave.Suite 300 REFRIGERATOR UNDER OPEN AREAS): Farmingville,NY 11735 v COUNTER WORKTOP 1. COMMON USE CIRCULATION PATHS LOCATED WITHIN EMPLOYEE WORK AREAS THAT C _ L__________ (631)320-3305 ............. ARE LE55 THAN 5QUARf FEET AND DEFINED BY PERMANENTLY8)30"DISHWASHER N - 4B)30"PEARL ICE-O-MATIC ICE MACHINE PARTITIONS,COUNNT0ERS,,CASEWORK,OR FURNISHINGS B GS SHALL NO IE REQUIRED TO Structural Engineer: 3'-8" 1. COMPLY WITH ACCE551BILITY SECTION 402. E2 En ineers CIDGEMO 650 WITH BIN B40 9 .. OYSTER BAR COUNTER DETAIL 2 2. COMMON USE CIRCULATION PATHS LOCATED WITHIN EMPLOYEE WORK AREAS THAT 458 Montauk Ave 10 d ARE AN INTEGRAL COMPONENT OF WORK AREA EQUIPMENT SHALL NOT BE REQUIRED New London,CT 06320 6 �Q`�.� 7)72"THREE COMP SINK WI SIDE � II I II TO COMPLY WITH ACCE551BILITY SECTION 402. (860)437 3259 R AM V� SPLASH GUARDS. -O A YP n�.`'b DIRTY DRAIN BOARD BELOW. d o MEP Engineer: �p OVERHEAD DRYING RACK ABOVE i o MOP SINK t MOP HOOK Emtec Consulting Engineers DPC m W/51DE SPLASH GUARD BRUSH SYSTEM FOR WASHING GLASSWARE IS REQUIRED AT THE THREE Z�p1'�`G 3555 Veterans Memorial Hwy,Suite M i I ( COMPARTMENT SINK OR GLASSES MUST BE WASHED IN THE DISHWASHER Ronkonkoma,NY 11779 -� SERVICE STATION, 4 (63 I)356-2176 l 4A)44"H05HIZAKI ICE MACHINE STORAGE BELOW A-6 IM-5005AD WI INTEGRATED BIN ALL CABINET FACES TO BE FINISHED WITH LAMINATE MANUFACTURED BY TEKNION OR Surveyor: 5AB cn APPROVED EQUAL. ALL COUNTER TOPS TO BE WIL50NART SOLID SURFACE OR Nathan Taft Corwin III 15)COFFEE STATION APPROVED EQUAL.COLORS TO BE CHOSEN BY OWNER. 1586 Main Road, — — - - - - - - - - - - - - - - - - - - - - - - - � Jamesport,NYll947 r` (631)727-MO 2'7" 4'-2" L2'-I" , NO GAS FIRED APPLIANCES OR UNITS,THEREFORE NO HOOD REQUIRED 3 8 FOOD Project Name CONTROL PLUMBING NOTES 30 W GAS RANGE WITH OVEN 5775 W Mill Rd i BELOW AND G SERIES INFRA-RED 1. FOOD ITEMS REQUIRING TEMPERATURE CONTROL, IF ANY,ARE STORED IN REFRIGERATOR AND FREEZERS RUNNING 24 HOURS BY PROPANE. SNEEZE GUARD i o SALAMANDER BROILER ABOVE 2. ADEQUATE BARRIER PROVIDED BETWEEN WASTE LINES AND FOOD OR WASHING RELATED EQUIPMENT. 3. 1"INSULATION SHALL BE USED ON ALL HOT WATER SERVICE PIPING. INSULATE ALL EXPOSED HORIZONTAL PIPING ABOVE CEILINGS, DRAINAGE t WATER Q o I SUPPLY LINES IN ACCORDANCE WITH AN51 A 1 17.1 STANDARDS,SEE TABLE 403.2.10. Project Address �o 4. CONTROLS SHALL SHUT OF HEAT TRACE AND PUMPS WHEN HEATING SYSTEM 15 NOT IN OPERATION DASHED LINE REPRESENTS 5775 W Mill Rd i 5. ALL COPPER TUBING SHALL CONTAIN 20%MAX.LEAD CONTENT , FI r5t Floor - Food Control - Ca I lout I I i 8'-0"WIDE TYPE I HOOD I G. PLASTIC MATERIALS ARE NOT TO BE USED FOR VENTS, ROOF DRAINS,HOT t COLD WATER LINES$SANITARY SYSTEMS. 1 1411 1 1-011 A-6 I i 1 7. HOT WATER HEATERS SHALL BE EQUIPPED WITH RELIEF VALVE t OUTLET OR PIPE TO DISCHARGE SO AS NOT TO CREATE A HAZARD OR DAMAGE. M attl tU CIC NY 11952 i 8. NO RELIEF OUTLETS OUTLETS OR PIPING SHALL BE CONNECTED TO ANY DRAINAGE OF VENT PIPING. 'O 9. ALL PLUMBING WOK SHALL COMPLY WITH NY5 ENERGY CONSERVATION CODE. NY5 BUILDING CODE AND FIRE CODES,5.C.D.H.5. ALL OTHER CODES OF Lcom—, AUTHORITIES HAVING JURISDICTION. Project Type 10. DOMESTIC HOT WATER SHALL BE SUPPLIED BY ELECTRIC HOT WATER HEATERS AS SPECIFIED. ZD 5'0" 11. ALL UNDER GROUND COPPER WATER LINES SHALL BE TYPE K COPPER,ALL WATER LINES IN BUILDING ABOVE GROUND SHALL BE TYPE L COPPER. ADA BATH 8)DISHWASHER I 12. ALL WORK UNDER THIS APPLICATION SHALL CONSIST OF FURNISHING ALL LABOR,MATERIALS,EQUIPMENT t FIXTURES NECESSARY OR REQUIRED TO Lift Renovation PERFORM*COMPLETE ALL WORK. 7)THREE COMP SINK W/SIDE SPLASH GUARDS. 1 13. WATER SIZES TO FIXTURES SHALL BE AS FOLLOWS 1/2"TO LAVORATORIES, KITCHEN SINKS,AND 3/4"TO WATER CLOSETS. DIRTY DRAIN BOARDS BELOW. 14, CONTRACTOR SHALL COORDINATE PLUMBING DRAWINGS WITH ARCHITECTURAL,ELECTRICAL$MECHANICAL PLANS AS REQUIRED. Revisions 1 OVERHEAD DRYING RACK ABOVE. I 15. PROPERLY PLUMBED AND AIR-GAPPED INDIRECT DRAINS TO BE PROVIDED AS NECESSARY. e 1 } Design Development 03-14-2022 0 a EQUIPMENT 5 C H E D U LE Revised per Owner 04-1 1-2022 Revised per Owner 04-21-2022 a MOP SINK t MOP HOOK I NUMBER BAR EQUIPMENT TYPE MANUFACTURER/MODEL NUMBER IGtchen revised per Owner 06 16 2022 1 O W/51DE SPLASH GUARD 1 Updated w/Seating Layout 07 20 2022 i B► MODULAR BAR DIE SYSTEM KMB a Revised Seating Layout 08-1 1-2022 - B2 UNDERBAR GLASS ROCK KR24 GSB3 PE P ADA BATH SERVICE STATION, I Revised er SCDHS Food Control 09 12 2022 Plans Revised per Owner 09-28-2022 STORAGE BELOW I 53 UNDERBAR FILLERS*DRAINBOARD5 ROYAL FILLER Lighting Plans Revised per Owner 10-14-2022 $ o I I B5 CRAFT COCKTAIL MULTI-STATION KR24-M538L-10 Lighting Plans Revised per Owner 10-21-2022 U 15)COFFEE STATION Construction Documents 1102 2022 Ly m w I B6 UNDERBAR FILLERS DRAINBOARD5 ROYAL FILLER Revised and Resubmitted to Town 2 15 2023 IVI B I)MODULAR BAR I I I 57 BACK BAR COOLER DISPENSER,BEER B53GL Issued to Owner for Review 3-15-2023 DIE SYSTEM ROPE I 58 UNDERBAR FILLERS b DRAINBOARD5 ROYAL FILLER. yr . Revised and Resubmitted to Town 5-17-2023 Revised and Reissued 6 26 2023 TABLE SEATING 52)UNDERBAR B9 UNDERBAR DRY STORAGE KR24-S 12-P _ 4 7 Revised and Reissued to Food Control 9-15-2023 (22SEATS) G`\ROCK — - - - - — — - - - - - - - - e;.�1" -- - -- 53)UNDER5AR FILLERS BI 0 CRAFT COCKTAIL MULTI-STATION KR24-M526L-7 _ — Revised and Reissued 9 26 2023 t DRAIN50ARD Resubmitted to Town 10-26-2023 3'0° SHELVES B I I UNDERBAR PILLER5*DRAIN50ARD5 ROYAL FILLER Food Control Approved 1 1-20-2023 35)CRAFT COCKTAIL Revised and Reissued 1 1-21-2023 MULTI-STATION LOCATION OF EXTERIOR B 12 UNDERBAR HAND51NK W/SOAP AND TOWEL KR24-125T`V PROPOSED 8'x I O'WALK-IN Revised and Reissued 12 6 2023 B6)UNDERBAR FILLERS BAZ FREEZER Q5 SERIES BY MASTER- B 14 BACK BAR COOLER TRUE MANUFACTURING MODEL TWT-67D-2-HC Revised and Reissued 1-29-2024 t DRAINBOARD5 _ BILT REFRIGERATION SOLUTIONS (I 0 SEATS) NUMBER KITCHEN EQUIPMENT TYPE MANUFACTURER/MODEL NUMBER THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS 157)DISPENSER, SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY BEER PREP i I GAS FLOOR FRYER PITCO 16"GAS FLOOR FRYER, MODEL 5G 14-K UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A W)UNDERBAR FILLERS AREA i 2 44"UNDERCOUNTER REFRIGERATOR TRUE MANUFACTURING MODELTWT-44-HC VIOLATION OF SECTION 7209 SUB DIVISION 2 OF THE N.Y. �DRAINBOARDS i B 14)67 BACK BAR COOLER STATE EDUCATION LAW. - 1 IIII 3 GRIDDLE,GAS RADIANCE 36 W GAS FLAT TOP GRIDDLE,MODEL TATG-36 B9)UNDERBAR DRY STORAGE p OPEN SPACE BELOW BAR COUNTER 4A ICE MACHINE H05HIZAKI 44"ICE MACHINE IM-5005AB W/INTEGRATED BIN Drawing Title B 10)CRAFT COCKTAIL C 1 MULTI-STATION B 12)UNDERBAR HAND51NKWI SIDE SPLASH GUARDS 45 PEARL ICE MACHINE ICE-O-MATIC GEMOG50A WITH BIN KDB400 B 1 I)UNDERBAR 5 SANDWICH/PANINI GRILL VOLLRATH MODEL 40793 Food C o n t ro( Flan FILLERS# 6 GAS RANGE W/OVEN RADIANCE 30 W GAS RANGE MODEL TAR-6 WITH OVEN BELOW DRAINBOARD5 7 THREE(3)COMPARTMENT SINK SAPPHIRE-MODEL#5M51416-3. (14"x 16"COMPARTMENTS) 5CTM# 1000-106,00-06.00-003.000 BUILDING No: 7.1 PRE-RINSE FAUCET ASSEMBLY,WITH ADD ON FAUCET KROWNE MODEL 17-109WL SCDHS No.: C-2 I-0373 JM2 No: 2022-0642 5 DISHWASHER,DOOR TYPE CMA DI5HMACHINE5 MODEL 180-VL-FL 30"WIDE 25A No: 7573 DATE: 3/6I2024 Sig 9 24"CLEAN DISH TABLE SAPPHIRE-MODEL 5MCDT-24K 10 HAND SINK SAPPHIRE SMHS-114" SEAL$SIGNATURE: DESIGNED BY: TF 2 10.1 WALL/SPLASH MOUNT FAUCET CHECKED BY: JM A-2.0 KROWNE MODEL 14-808L OJ11 �RSD � DN I I 67"SANDWICH I SALAD PREPARATION REFRIGERATOR TRUE MANUFACTURING MODELTWt-67D-2-HC ����� q �'j� SCALE: As indicated F 12 27"UNDERCOUNTER REFRIGERATOR TRUE MANUFACTURING MODELTWT-27D-2-HC tt � {� L) DWG No: 13 COLD FOOD WELL UNIT, DROP-IN, ICE-COOLED ATLAS METAL MODEL WICDL-2 * 1 FI rst Floor - Food Control I 14 ICE CHEST 5APPHIRE-MODEL#5MI55-1812. (15"D x 12"W) 39415 11411 _ I I-011 A_6 15 COFFEE STATION BUNN CWTF 15-AP5 W/FUNNEL,*GRINDER MODEL 20550.0001 r� F NEB�© NOTE:WALK-IN REFRIGERATION TO BE LOCATED EXTERIOR LE55 THAN 50'WALK FROM KITCHEN IN MAIN STRUCTURE Architect of Record: CONTINUOUS BEAD OF SEALANT JM2 CONTINUOUS BEAD OF SEALANT 4R , ( � � � � � � � P CONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW PERIMETER JM2 ARCHITECTURE,PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11735 T I G31.320.3305 FI G31.320.3307 WINDOW UNIT AS AIR BARRIER Applicant:Anthony Martignetti CONTINUOUS MINIMAL EXPANDING FOAM AT 8 East 92nd 5t,Apt 3New York,NY 10128 WINDOW PERIMETER (917)535-3777 Architect of Record: WALL SCONCES CONTINUOUS BEAD OF SEALANT JM2 Architecture,PC North Ocean Ave.Suite 300 410 CONTINUOUS BEAD OF ADHESIVE Farmingville,NY 11738 (G31)320-3305 36 x 80 SC — PROVIDE RIGID INSULATION 5En me tural Engineer: pti� BAFFLE AROUND VENTILATION g'L i CHUTE-FOAM SEAL PERIMETER CONTINUOUS BEAD OF SEALANT OF RIGID INSULATION CAVITY INSULATION o tau Ave /�� WINDOW UNIT AS AIR BARRIER New London,CT OG320 CONTINUOUS MINIMAL EXPANDING FOAM AT CONTINUOUS (8GO)437-3259 < — — — WINDOW PERIMETER OUS BEAD OF SEALANT i � � - MEP Engineer: I - PROVIDE STUD CAVITY CLOSURE ON THE Emtec Consulting Engineers DPC CONTINUOUS BEAD OF SEALANT BACK SIDE CF EACH STUD CAVITY 3555 Hwy, RonkonkomaraNYM 1779I H Suite M CONTINUOUS BEAD OF SEALANT CONTINUOUS SILL SEALER-FULL (G31)35G 2176 �p WIDTH OF MUD5ILL CONTINUOUS BEAD OF ADHESIVE ( Surveyor: CONTINUOUS BEAD OF SEALANT °.< — FOUNDATION WALL AS AIR BARRIER Nathan Taft Corwin III III . 155G Main Road, James ort,NY 1 1947 '— CONCRETE SLAB AS AIR BARRIER + ` CONTINUOUS BEAD OF SEALANT p ® I I B I—III + + (G31)727-2090 s III III . e • - 000 ° PROVIDE 50 I L D BLOCKING BENEATH KNEE WALL Project Name m II _ _ J Ln m III •-a �a III III hI h - I I III III o00 5775 W Mill Rd 7777777, r — — — — — — — — CONTINUOUS BEAD OF SEALANT CAVITY INSULATION WALL I F II O 5CONCE5 I I I Project Address ,I — — — _ ,\\\ ) CONCEPTUAL AIR SEALING STRATEGY ll UPPER WALL SECTION CONCEPTUAL AIR SEALING STRATEGY//LOWER WALL SECTION CONCEPTUAL INSULATION AT CAPE-STYLE ROOF//CEILING AND KNEE WALL CAVITY INSULATION 5775 W Mill Rd II :. o Air Seal Details 2 2 Mattituck, NY 11952 3/4II _ I I—oil A-7 Project Type � II L 4— MANUFACTURED RECESSED LIGHT ENCLOSURE Lift Renovation R ton L / ATTIC INSULATION i i \ � ATTIC TRUSS Revisions Design Development 03-14-2022 Revised per Owner 04-1 1-2022 E FLOOR ASSEMBLY Revised per Owner 04 2 12022 Kitchen revised per Owner OG-I G-2022 7-9 112" Updated w/Seating Layout 07-20-2022 INSET BAND J015T CAVITY INSULATION Revised Seating Layout 08-1 1-2022 Revised per 5CDH5 Food Control 09-12-2022 Plans Revised per Owner 09-28-2022 MUDSILL Lighting Plans Revised per Owner 10-14-2022 SILL SEALER Lighting Plans Revised per Owner 10-21-2022 3 a 6 EXPANDING FOAM SEALANT AT PERIMETER Construction Documents 1 1-02-2022 Flrst Floor - Bathrooms e• a CONTINUOUS BEAD OF SEALANT - f CONTINUOUS BEAD OF SEALANT Revised and Resubmitted to Town 2-15-2023 /�11 = I 1-011 AJ ::�` FOUNDATION WALL DRYWALL CEILING Issued to Owner for Review 3-15-2023 RECESSED LIGHTING FIXTURE Revised and Resubmitted to Town 5-17-2023 ReVlsed and Reissued G-2G-2023 INSET BAND JOIST AT MUD5ILL// I I/2"RIGID IP Revised and Reissued to Food Control 9-15-2023 ISUL. AIR SEALING AT RECESSED LIGHTING IN ATTIC FINAL R,� n n Revised and Reissued 9-26-2023 REVIEWED MAP BY Z BA Resubmitted to Town 10-2G-2023 Food Control Approved 1 1-20-2023 PLUMB 1 N G 5 C H E D U L E FIXTURE U N I T5 DECISION* Revised and Reissued 1 1-21-2023 QTY DATED: Revised and Reissued 12-G-2023 RCVISed and Reissued 1-29-2024 OWATER CLOSET SHALL BE:AMERICAN STANDARD RAPIDWAY I/G GPF/G.0 LPF TOP SPUD ELONGATED WALL HUNG WATER CLOSET,MODEL#3445J 101 ,WITH CHURCH#3155C OPEN FRONT, 2 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS 1 ELONGATED SOLID PLASTIC SEAT AND SLOAN#G2 511 1 EXPOSED SENSOR TYPE, BATTERY POWERED FLUSH VALVE. FIXTURE COLOR SHALL BE WHITE.ADA RIM HEIGHT 17-1/5". INSTALL I"RIGID INSULATION CUT TO FIT BETWEEN SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY CONTINUOUS BEAD OF SEALANT THE RAFTERS. FOAM SEAL BOTH SIDES ALONG UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A CONTINUOUS BEAD OF ADHESIVE RAFTER WITH EXPANDING FOAM SEALANT. MAINTAIN VIOLATION CF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. 2 LAVATORY SHALL BE: W5 BATH COLLECTIONS SIMPLE GO.50A ADA WALL MOUNTED/VESSEL BATHROOM SINK IN CERAMIC 23.0 X 19.7" 2 CONTINUOUS BEAD OF SEALANT EQUAL VENT SPACE FOR LENGTH OF RIGID STATE EDUCATION LAW. Z�lINSULATION VENTED AIRSPACE AC C E55O RY 5 C H E D U LE ATTIC INSULATION Drawing Title O . Air �GRAB BAR TO BE 42 GRAB BAR WITH PEENED GRIP AND POLISHED ENDS MODEL#5580G.99 BY BOBRICK,OR APPROVED EQUAL •- FLOOR ASSEMBLY INSTALL I"RIGID INSULATION VERTICALLY TO CONNECT INSULATING SHEATHING TO Bathroom PlanSli O GRAB BAR TO BE 3G"GRAB BAR WITH PEENED GRIP AND POLISHED ENDS MODEL#B580G.99 BY BCBRICK,OR APPROVED EQUAL RIGID INSULATION BAFFLE, FOAM SEAL CONTINUOUS BEAD OF SEALANT BOTH JOINTS 5CTM# 1000-IOG.00-OG.00-003.000 BUILDING No: O GRAB BAR TO BE 24"VEKICAL GRAB BAE,WITH PEENED GRIP AND POLISHED ENDS MODEL#5580G.99 BY BOBRICK,OR APPROVED EQUAL SCDHS No.: C 21 0373 JM2 No: 2022-0642 OSURFACE MOUNTED TOILET PAPER DISPENSER TO BE:BCBRICK SINGLE ROLL MODEL#B2730 BY BOBRICK,OR APPROVED EQUAL CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD OF SEALANT ZBA No: 7573 DATE: 31GI2024 OELECTRIC HAND DRYER TO BE EXCEL XLERATOR(XL-SBV)HAND DRYER,STAINLESS, 208-277V INTERIOR GYPSUM WALLBOARD AS AIR BARRIER SEAL SIGNATURE: DESIGNED BY: TF CHECKED BY: JM O FRAMED MIRROR TO BE VARIABLE 24"WIDTH x 30 HIGH B-290 SERIES FRAMED MIRROR BY BOBRICK,OR APPROVED EQUAL EXTERIOR INSULATED WALL SCALE: As indicated CONCEPTUAL AIR SEALING STRATEGY AT UPPER FLOOR BAND J015T I"EXT. INSUL.SHEATHING A5 ATTIC EAVE BAFFLE AND VENT DWG No: OSURFACE MOUNTED WASTE RECEPTICAL TO BE 5-35G39 TRIMLINE SERIES W1 DISPOSAL DOOR AS MANUF. BY BCBRICK OR APPROVED EQUAL 4 NOTES: Air Seal Details a ALL TOILET ACCESSORIES SHALL DE MANUFACTURED BY"BCBRICK",OR APPROVED EQUAL �� p 394a Q� _ COPPER AND CAST IRON PIPING SHALL BE SUPPORTED BY HANGERS ANCHORS AND SUPPORTS. HANGERS AND STRAPPING MATERIAL SHALL BE OF APPROVED MATERIAL THAT WILL NOT PROMOTE GALVANIC I I /�II = I 1-011 A 7 �F F NE`4 ACTIONS AS PER TABLE B.C.-308.5. MAXIMUM HORIZONTAL SPACING FOR SUPPORT OF C.I.SHALL BE 5'-0". MAXIMUM HORIZONTAL SPACING FOR SUPPORT OF COPPER PIPING SHALL BE 12'-0." Architect of Record: JM2�� a a a a a a a a RCS ITECTUREPc JM2 ARCHITECTURE,PC 2410 NORTH OCEAN AVENUE SUITE 300 000, FARMINGVILLE, NY, 11735 1:111 , First Floor T 1631.320.3305 Fl 63I.320.3307 — — 0 0 Applicant: Anthony Marbgnetti 8 East 92nd St,Apt 3 F North all- Bar Room East Wall- Bar Room New York,NY 10128 A_8 (917)535 3777 Architect of Record: JM2 Architecture,PC 6 RO 2410 North Ocean Ave,Suite 300 MPR e Farmingville,NY 11735 ��Q� (631)320-3305 ."N%�g��®/I�7 Structural Engineer: 1 FE:11a a E2 Engineers 111-H485 Montauk Ave New London,CT 06320 (860)437-3259 LLLJ1 ILE] 11T11 LLLU MEP Eng►neer: Emtec Consulting Engineers DPC 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11775 First Floor FIrSt Floor (631)356-2176 , Surveyor: Nathan Taft Corwin III 1586 Main Road, South Wall- Bar Room West Wall- Bar Room 2 Jamesport,NY I I W 114 1 1_O1, A_g 1 /4 if _ 1 1_011 A_g (631)727-2090 Project Name 5775 W MIII Rd FI R5T F LOOR INTERIOR ELEVATI 0N5 Project Address 5775 W MIII Rd, Mattituck, NY 11952 Project Type Lift � Renovation RCV151ons Design Development 03-14-2022 Revised per Owner 04-1 1-2022 Revised per Owner 04-21-2022 Kitchen revised per Owner 06-16-2022 Updated w/5eatmg Layout 07-20-2022 Revised Seating Layout 05-1 1-2022 Revised per SCDHS Food Control 09-12-2022 Plans Revised per Owner 09-28-2022 Lighting Plans Revised per Owner 10-14-2022 Lighting Plans Revised per Owner 10-21-2022 Construction Documents 1 1-02-2022 Revised and Resubmitted to Town 2-15-2023 Issued to Owner for Review 3-15-2023 Revised and Resubmitted to Town 5-17-2023 Revised and Reissued 6-26-2023 Revised and Reissued to Food Control 9-15-2023 F N AL MAC' Revised and Reissued 9-26-2023 VIEWED BY Z BA Resubmitted to Town 10-26-2023 — Food Control Approved 1 1-20-2023 —7 DECISION# �, ? Revised and Reissued 1 1-21-2023 D A`�E D;�_ 3 ���, Revised and Reissued 12-6-2023 Revised and Reissued 1-29-2024 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7205 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title Interior Elevations SCTM# 1000-106.00-06.00-003.000 BUILDING No: SCDHS No.: C-21-0373 JM2 No: 2022-0642 ZBA No: 7573 DATE: 3/6/2024 SEAL SIGNATURE: DESIGNED BY: TF CHECKED BY: JM ,'k SCALE: 1/4"= I'0° � F DWG No: * ► it 0 3945 ()QA= 8 F N � Architect of Record: ADA ACCE551BLE(USABLE)REQUIREMENTS:(ICC A] 17.1 -2009/2020 IBC SHALL APPLY) z ADA MANEUVERING CLEARANCES t PROTRUDING OBJECTS 30 CID 30 MIN, 30 MIN. ° I 0 00� j 0 24" 12"MIN. PROTRUDING OBJECTS 1811 8" 18" 18" MIN. 12"MAX.—, 42"MIN. Jm' 2 o RESTROOM MEN WOMEN 14 ANY AMOUNT LAV. `� = MAX. Lobby-7 3G 12 MAX. Q LAV, FINISH FLOOR m m m `� 4"MAX. CLEAR — '\ HT E T U E P a T.P. co m z CLEAR CLEAR CLEAR 7C m m m ♦ L 3G" z 2410 NORTH OCEANAVENUE PC FLOOR � FLOOR 'n FLOOR `r' NOTES: SPACE SPACE =► SPACE 1. ADJ TO LATCH 51DE OF DOOR . SUITE 300 MAX. a� 2. G"PICTOGRAM WITH VERBAL DESCRIPTION — o FARMINGVILLE,NY, 11738 3, CENTER GO"FROM FLOOR (A)BACK WALL (5)51DEWALL (C)ELONGATED WALL- I - I _ I T I G31.320.3305 F G31.320.3307 45"MIN. 45"MIN. GO"MIN. 4. LETTERS AND NUMERALS ARE RAISED 1/32"SANS-SERIF UPPERCASE CHARACTERS HUNG(URINAL) w N w N 5. BLACK COPY ON A BRUSHED ALUM. BACKGROUND T__ N Applicant: CLEARANCES AT WATER CLOSETS 51GNAGE IN PUBLIC AREAS \ CLEARANCES AT WATER CLOSETS t URINALS�1 -00 Anthony Martignetti 2 �3 \ (A)WALKING PARALLEL TO A WALL (B)W New York,NY ALKING PERPENDICULAR TO 92 51t0Apt 3 A WALL 161 (917)535-3777 STORAGE SHELVES AND CLOSETS �Architect of Recor : MPS d 1011 k JM2 Architecture,PC •I •I 30" 24" 2410 North Ocean Ave.Suite 300 17"- 1911 17"- 19" 11 Farmmgville,NY 11735 12"MIN. 12"MIN. 12"MAX. 42"MIN. V I (G31)320-3305 17"MIN. EQUIPMENT CLEAR I � Structural Engineer: PERMITTED IN z z v E2 Engineers Z CLEAR z o FLOOR / I o 455 Montauk Ave FLOOR SHADED D SPACE � 0 II �* a, oL � New London,CT OG320 N m SPACE b AREA m m T.P, m m c� '� cm 30" (8GO)437-3259 D6"MAX. 9"MAX. v 48"MIN. z �, 3G MAX. MEP Engineer: 8"MAX 5, (A)CLEAR FLOOR SPACE (5)HIGH AND LOW SIDE (C)MAX.SIDE REACH OVER Emtec Consulting Engineers DPC (PARALLEL APPROACH) REACH LIMITS OBSTRUCTION 3555 Veterans Memorial Hwy,Suite M D17" 48"MIN. 24,,MAX NDTE: DASHED AREAS ARE REINFORCED TO RECEIVE GRAB BARS Ronkonkoma,NY 11779 MIN. °' �J, (631)35G-217G 4 LAVATORY CLEARANCES AND MOUNTING HEIGHTS 5 DRINKING FOUNTAIN CLEARANCES REINFORCED AREAS GRAB BARS AT WC Surveyor: Nathan Taft Corwin III 158G Main Road, & .r� Jamesport,NY 11947 (G31)727-2090 NOTE: WATER CLOSETS: m - PORTION OF COUNTERTOP TO BE DROPPED TO 2'-10"AND - CLEAR FLOOR SPACE AT THE WATER CLOSET SHALL BE AS \ b w CABINETS REMOVED AS PER LL55/57 REQUIREMENTS. SHOWN. METAL STUDS @ 12"O.C. �� o z L Project Name - ALL OVERHEAD KITCHEN CABINETS AND CABINETS TOPS(INCL. - THE HEIGHT OF THE WATER CLOSET SHALL BE AT LEAST o Q I o SINK,BUT EXCL.STOVES,COOKTOPS AND OVER PA55THROUGH 15"$NO MORE THAN 19",MEASURED TO THE TOP OF THE 20 GA.STEEL 5775 W Mill Rd OPENINGS)MUST BE INSTALLED 50 THAT THEY CAN BE LOWERED, TOILET SEAT. 2 I1 01 2 l SUCH THAT THE TOP OF THE LOWEST SHELF 15 NO HIGHER THAT - GRAB BARS SHALL BE INSTALED AS SHOWN, ANCHOR PLATE. PAN HEAD SCREW 48"ABOVE FIN. FL. FOR HANDICAP ADAPTABILITY. AND SHALL COMPLY WITH SECTION 4.24(ANSI),OR (A)SHELVES (B)CLOSETS (C)FORWARD REACH LIMIT STRUCTURAL REINFORCEMENT OR OTHER PROVISIONS SHALL BE MADE THAT WILL ALLOW INSTALLATION OF GRAB Project Address BARS IN THE LOCATION SHOWN. 5775 W Mill Rd THE TOILET PAPER DISPENSER SHALL BE INSTALLED WITHIN t 5 REACH A5 SHOWN. cv I' GYPSUM WALLBOARD C) - cn GRAB BAR TO BE INSTALLED WHEREattituc , NY 11952 INDICATED ON PLANS. Project Type A: BEFORE REMOVAL OF CABINETS AND BASE 7-9"MIN. (SEE PLANS) n TYP. KITCHEN SINK COUNTER HANDICAP ADAPTABLE Lift �enOVatIOl1 7 i Revisions HANDICAPPED ACCESS NOTES: Design Development 03-14-2022 1. DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE MOUNTED 50 THAT CLEAR WIDTH OF DOORWAY IS AT LEAST 32 INCHES. Revised per Owner 04-1 1-2022 i 41"o 2. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL WINDOW NOTES:WINDOWS AND DOORS SHALL BE PURCHASED DIRECTLY FROM ANDERSEN BY OWNER Revised per Owner 04-21-2022 SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE. Kitchen revised per Owner OG-I G-2022 25"SINK 3. MAXIMUM EFFORT TO OPERATE FIRE DOORS SHALL BE 15 LBS.AT OTHER INTERIOR DOORS S C h E D U LE 0 F SPECIAL I N 5 P E CT I 0 N 5 Updated w/Seatm Layout 07-20-2022 MAXIMUM EFFORT TO OPERATE SHALL BE 5 LBS. Window Schedule g Revised Seating layout OS 112022 4. FLOOR, RAMP,AND TREAD SURFACES SHALL BE SLIP RESISTANT. Width Type Sill Height Height Comments Keynote PURSUANT TO CHAPTER 17 OF THE 2020 NYS BUILDING CODE,SPECIAL INSPECTIONS SHALL BE PERFORMED BY A QUALIFIED AND APPROVED Revised per SCDHS Food Control 09-12-2022 L K_ 5. EMERGENCY WARNING SYSTEMS SHALL ACTIVATE A MEANS OF WARNING FOR THE HEARING IMPAIRED. BIDFLASHING V15UAL WARNING SHALL HAVE AFREQUENCY OF NOT MORE THAN GO FLASHES PER MINUTE. SPECIAL INSPECTION AGENCY.THE FOLLOWING SPECIAL INSPECTIONS SHALL BE PERFORMED PER TABLE 1705.2.3, 1705.3, 1705.G,AND Plans Revised per Owner 09 28 2022 `r G. THRESHOLDS SHALL NOT BE MORE THAN 112"HIGHER THAN ADJACENT FLOOR OR LANDING.LEVEL 10'-8" 128"x 48" 1'-8" 4'-0" FIXED (3)CAUX 3' 1705.7. 0 6 X4 Lighting Plans Revised per Owner 10-14-2022 N CHANGE BETWEEN 1/4"AND 1/2"SHALL BE BEVELED WITH SLOPE NO GREATER THAN 1:2. Li htin Plans Revised per Owner I 0 2 12022 V01V Q 2'-4" 28"x 28" 4'-4" 2'-6" VENT AAX2426 SPECIAL INSPECTIONS AND TESTS,STATEMENTS,AND SPCIAL INSPECTIONS, RESPONSIBILITIES OF CONTRACTORS,SUBMITTALS TO THE g 9 f 7. CENTER OF ALARM PULL BOXES SHALL BE 4-0 A.F.F. 8'- 1" 97"x 48" 2'-7" 4'-0" AAX4040-2 BUILDING OFFICIAL AND STRUCTURAL OBSERVATIONS SHALL MEET THE APPLICABLE REQUIREMENTS OF SECTION 1704 OF THE 2020 NYSBC. Construction Documents 1 1-02-2022 Z 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 THE OWNER OR THE OWNER'S AUTHORIZED AGENT SHALL EMPLOY: Revised and Resubmitted to Town 2-15-2023 2' -6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 27"0 GO"DIAMETER 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 5O1L MECHANICS DRILLING CORPORATION Issued to Owner for Review 3 15 2023 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 3770 MERRICK ROAD,SEAFORD, NY 117453 Revised and Resubmitted to Town 5-17-2023 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 Revised and Reissued G-2G-2023OR APPROVED AGENCY TO PROVIDE SPECIAL INSPECTIONS AND TESTS DURING CONSTRUCTION. REFERENCE STANDARD AND NY55C REFERENCE 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 Revised and Reissued to Food Control 9-15-2023 NOTE: 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 FROM THE CORRESPONDING TABLES: 1704.5-REQUIRED CERTIFICATES OF COMPLIANCE � Revised and Reissued 9-2G-2023 X=3G"MINIMUM IF Y=GO"• 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 r 1705.1-1705.10-REQUIRED SPECIAL INSPECTIONS AND TESTS r Resubmitted to Town 1 O-2G-2023 PULL SIDE X=42"MINIMUM IF Y=54". 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 1705.11 -SPECIAL INSPECTIONS FOR WIND RESISTANCE REVIEWED BY ZBA Food Control Approved 1 1-20-2023 2'-6" 30"x 54" 2'-6" 4'-6" 1 ACTIVE/ACTIVE I TCLDH2646 1705.12-SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE 3 Revised and Reissued 112 12023 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 1705.13-TESTING FOR SEISMIC RESISTANCE. �.��= ��.���NOTE: Revised and Reissued 12-G-2023 PULL SIDE Y=54"MINIMUM IF 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 II 4 rn ,r7pe i 3 �� z 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 ALL INSPECTIONS,TEST AND VERIFICATION SHALL BE IN ACCORDANCE WITH THE FOLD( Revised and Reissued 1-29-2024 � moo DOOR HAS A z -- CLOSER. PULL 51DE 2'-6" 30"x 54" 2'-8" 4'-6" ACTIVE/ACTIVE TCLDH2646 18"MIN X CO 24"MIN. 2'-6" 30"x 54" 2'-8" 4'-6" ACTIVE/ACTIVE TCLDH2646 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS (24"PREFERRED) X 2'-8" 32"x 20" 5'-1 3/4" 1'-8" FIXED CAUX SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A 8' -1" 97"x 48" 2'-7" 4'-0" VENTNENT AAX4040-2 TYPE CONT. PERIODIC VIOLATION Of SECTION 7209 5U5-DIVI5ION 2 OF THE N.Y. 8' -1" 97"x 48" 2'-7" 4'-0" VENTNENT AAX4040-2 X NOTE: NOTE: SOILS STATE EDUCATION LAW. z z Y=48"MINIMUM IF z 24"MIN. X=48"MINIMUM IF DOOR 8'- 1" 97"x 48" 2'-7" 4'-0" VENTNENT AAX4040-2 PUSH SIDE > NOTE: > X PUSH SIDE 8'- 1" 97"x 48" 2'-7" 4'-0" VENTNENT AAX4040-2 DOOR HAS A _ HAS BOTH LATCH AND A NOTE: � Y=48"MINIMUM IF DOOR HAS A CLOSER. � CLOSER. 2'-6" 30"x 54" 1'- 10" 4'-6" ACTIVE/ACTIVE TCLDH2646 VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO X X=12"IF DOOR LATCH#CLOSER ACHIEVE THE DESIGN BEARING CAPACITY Drawing Title 2'-6" 30"x 54" Ili- 10" 4'-6" ACTIVE/ACTIVE TCLDH2646 HAS BOTH CLOSER 2'-6" 30"x 54" 1'- 10" 4'-6" ACTIVE/ACTIVE TCLDH2646 VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED X ADA, InSipeCtW5, PUSH SIDE LATCH 54"MIN. 2'-6" 30"x 54" 1'- 10" 4'-6" ACTIVE/ACTIVE TCLDH2646 PROPER MATERIAL I/ 2'-6" 30"x 54" 1' -10" 4'-6" ACTIVE/ACTIVE TCLDH2646 (A)FRONT APPROACHES-SWINGING DOORS (B)HINGE-SIDE APPROACHES-SWINGING DOORS (C)LATCH-51DE APPROACHES-SWINGING DOORS 2'-6" 30"x 54" 1'- 10" 4'-6" ACTIVE/ACTIVE TCLDH2646 DRIVEN DEEP FOUNDATION ELEMENTS Window 5chedule. 2'-6" 30"x 54" 1'-_1 0" 4'-6" ACTIVE/ACTIVE TCLDH2646 VERIFY ELEMENT MATERIALS,SIZES,AND LENGTHS COMPLY WITH THE X 3'-0" 36"x48" T-0" 4'-0" REQUIREMENTS 3' -0" 36"x 48" T-0" 4'-0" SCTM# 1000-1 OG.00-OG.00-003.000 BUILDING No: 48" 48" 32"MIN. 3'-0" 36"x 18" 5'-6" 1'-6" DETERMINE CAPACITIES OF TEST ELEMENTS AND CONDUCT ADDITIONAL X 3'-0" 36"x 18" 5'-6" Ili-6" LOAD TESTS AS REQUIRED SCDHS No.: C-21-0373 JM2 No: 2022-OG42 3'-0" 36"x 48" T-0 1/2" 4'-0" 3'-0" 36"x 48" T-0 1/2" 4'-0" INSPECT DRIVING OPERATIONS AND MAINTAIN COMPLETE AND X ZBA No: 7573 DATE: 3/G12024 ALL SECTIONS REFERENCED REFER TO 3'-0" 36"x 48" 2'-6" 4'-0" ACCURATE RECORDS FOR EACH ELEMENT INTERNATIONAL CODE COUNCIL A-1 17.1- 2009,AS REQUIRED PER THE 2020 IBC. SEAL� 3'-0" 36"x 48" 2'-6" 4'-0" VERIFY PLACEMENT LOCATIONS AND PLUMBNE55,CONFIRM TYPE AND SIGNATURE: DESIGNED BY: TF 3' -0" 36"x 48" 2' -0" 4'-0" 51ZE OF HAMMER,RECORD NUMBER OF BLOWS PER FOOT OR CHECKED BY: JM 3' -0" 36"x 48" 2' -0" 4'-0" PENETRATION, DETERMINE REQURIED PENETRATIONS TO ACHIEVE X D 2' -4" 28"x 18" 4'-0" 1'-6" DESIGN CAPACITY,RECORD TIP AND BUTT ELEVATIONS AND DOCUMENT St�aE Cy SCALE: 114"= P-O" 3' -0" 36"x 36" 3'-3" T-0" ANY DAMAGE TO FOUNDATION ELEMENT. 3' -0" 36"x 48" 2'-9" 4'-0" 2 9 DWG No: (D)TWO HINGED DOORS IN SERIES (E)HINGED DOOR 3' -0" 36"x 36" 2' -6" 3'-0" STRUCTURAL ELEMENTS 3' -0" 36"x 36" 2'-6" T-0" PILE FOUNDATIONS X ` ADA Details I STRUCTURAL STABILITY X 39 4� = A-9 • FOR SPECIALTY ELEMENTS,PERFORM ADDITIONAL INSPECTIONS AS DETERMINED BY THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE F NEB A9 CHARGE. 8'-7 3/4" MIN MO ELEVATIONS SHOWN FROM EXTERIOR Architect of Record: 3'-0 31e% MIN MO a-7 Ile TRiM S-2 31e MIN MO GENERAL NOTES 3'-0 1/4" TRIM � 8'-1 1/2" MIN RD3`-� 1/4' TRIM USE OF DRAWINGS w These drawings are provided as a service by Andersen-Windows,Inc.for the benefit of its customers.Information in these drawings may 2'-6 1/2" MIN RO $-1 OA UD 2-8 1/2w MiN RO only be used in conjunction with'the project identified on the drawings and when made part of the dealer or distributor submittal. JM2 2'-6" `UD 4'-0" UD 4'-0" 1.JD 2-'-'8" UD Anyone using this drawing acknowledges that Andersen has no obligation(a)to assure the sufficiency or correctness of information provided to Andersen in order to prepare the drawings,or(b)to perform any on site inspection,during or after the construction.Anyone R I T E T U R E P c A E 1 J using this drawing also agrees to defend,indemnify and hold Andersen and its employees harmless from any claim for.injury,damage or 00 2 2 i 2 J loss(a)arising from any actual or alleged Insufficiency or Incorrectness of information provided to Andersen regarding the construct or(b) alleged to have been caused or contributed to as a result of a failure to perform an on-site Inspection of the construction by Andersen.in the event'Andersen incurs expenses,including reasonable attomey's fees,to enforce this indemnity,such expenses shall be paid by JM2 ARCHITECTURE,PC - •-•••••-••• •••-••-•• — anyone using this drawing. 2410 NORTH OCEAN AVENUE F " K SUITE 300 lo 2 •ANDERSEN, DEALER OR DISTRIBUTOR SUBMITTAL FARMINGVILLE,NY, 11738 _IL � 2 H `7 These drawings are a part of materials submitted by an Andersen dealer or distributor.Carefully review these materials for additional � 1 notes,specifications and other important information. G31.320.3307 ce T G31.320.3305 F �' 2 MODIFICATIONS cv AM Andersen its not responsible forsubsequent additions,modifications or alterations made by others to the drawings or to the work `- described in the drawings. Applicant CODE COMPLIANCEE7U Anthony Martignetb Compliance with all applicable taws,ordinances,building codes and safety requirements with regard to Andersen specifications or use of the units within the project is the responsibility of others. 8 East 92nd 5t,Apt 3 PROTECTION OF UNITS New York,NY 10125 Store units and accessories off ground,under cover;protected from'weather and construction activities.Protect uncartoned,setup (917)535-3777 multiple units.Continue protection of units from construction activities afterinstallation. • PRODUCTPERFQRMANCE Architect of Record: G AWN AWN Individual units and unit combinations will perform to the Design Wind Load Pressure shown on these drawings when installed in JM2 Architecture,PC accordance with recommended Instructions and these drawings. For additional performance data and other important general notes, Installation and safe Information,review current publications of"Andersen®Product Guide for Professionals",or online at 2410 North Ocean Ave,Suite 300 � G ANDERSEN 1"` X 3 1�/`2" ri 2 . ILVL REINFORCED JOINING Andersemwindows,com Farmmgvdle,NY 11738 FIELD TESTING (G31)320-3305 ` Andersen recognizes field testing specifications as set forth in AAMA 502"Voluntary Specifications for Field Testing of Newly"Installed Fenestration Products'.The water penetration resistance shall be to ASTM El105"Standard Method for Field Determination of Water Structural Engineer' Penetration of Installed Windows,Skylights,.Doors and Curtain Walls by Uniform or Cyclic Static Air Pressure procedure B. For E2 Engineers L additional clarification,review Andersen Field Test Policy provided as part of the submittal documents or online at Andersenwindows,com O 1Q�. INSTALLATION AND FINISHING INSTRUCTIONS 455 Montauk Ave Except as noted on these drawings,follow recommended Installation Instructions provided with the units which are an integral part of New London,CT OG320 �\p " **ADDiEiOEXAMPLE ELEVATION NAL INSTALLA11ON 4NUIPAGENI� * these drawings. type Of glass, (8GO)437-3259 Windows installed on a floor system'require consideration of impacts includingbut not limited,to water management, installation integration,anchoring methods and/or interference with other building components. CONSTRUCTIONBY,OTHERS MEP Engineer: Andersen is not responsible for conditions in or performance of building construction adjacent to and beyond the perimeter of the Emtec Consultmg Engineers DPC MAHOGANY WITH CLEAR COAT INTERIOR MAHOGANY WITH CLEAR COAT INTERIOR MAHOGANY WITH CLEAR COAT INTERIOR Andersen units.Selection of the method of attachment of the Andersen units to the building structure and the types of fasteners to be 3555 Veterans Memorial Hwy,Suite M MAXIMUM DESIGN PRESSURE 30 PSF MAXIMUM DESIGN PRESSURE = 30 PSF MAXIMUM DESIGN PRESSURE = 30 PSF used beyond those identified in our current installation guides is the responsibility of others. Ronkonkoma,NY 11779 DIMENSIONS (G31)35G-217G WINDOW TYPE �>A�t WINDOW TYPE '�D" WINDOW TYPE t'E rf 'Unit dimensions shown are to litre.exterior face of the window or door frame cladding material unless otherwise noted.Field verification of rough opening dimensions Is the responsibility of.others.Rough and masonry opening dimensions shown may need to be increased to Surveyor: allowfor mulled unit tolerances. ;SCALE; 1/2" � 1'-0" QUANTITY. 4 SCALE: 1/2" = 1'-O" QUANTITY: 5 SCALE: 1/2" = 1'-0' QUANTITY; 1 ROUGH OPENING(R.O.) Nathan Taft Corwin III Rough opening dimensions shown are the minimum dimensions recommended for proper installation..These dimensions may need to be 155G Main Road, increased to allow for use of building wraps,flashings,sill panning,brackets,fasteners or other items within the rough opening. Jamesport,NY 11947 100 Series window combinations require 3/e shim space each side for rough opening sizing.Larger rough openings need to be (G31)727-2090 5'-6 7/8" MIN M0 3'-7 114" MIN MO 3'-0 3/4" MIN M0 coordinated with architect and/or general contractor to make sure window combinations are positioned for proper installation. SPECIAL NOTES 5/16" TRIM 3'-6 3/4" TRIM 3'-0 1/4" TRIM Notes on the drawings marked with the Andersen logo( )describe recommendations that may differ from the project construction Protect Name documents. 5`-0 5/8" MIN RD 3'"1" MIN RO 2'-6 1/2" MIN RO - ;-D 1/16" UD 3-d 1/2" UD UD GENERAL PRODUCT NOTES: 5775 W Mill Rd N N A 1. ALL UNITS TO HAVE .2604 COLONY WHITE COLOR EXTERIOR, INTERIOR AS NOTED ON ELEVATIONS U.N.O, 2 2 Q2 2. ALL UNITS TO HAVE LOW-E4 GLAZING, U.N.O. ALL DOOR UNITS TEMPERED, 3. SOME UNITS TO HAVE 5/8" DIVIDED LIGHT GRILLES WITH SPACER, PATTERN AND LOCATION PER Protect Address :ELEVATIONS, 2604 COLONY WHITE COLOR EXTERIOR, INTERIOR TO MATCH INTERIOR OF UNIT U.N.O. P P 4. ALL DOUBLE-HUNG UNITS TO HAVE 2604 COLONY WHITE COLOR, TRUSCENE, INSECT SCREEN FRAMES 2 2 5. ALL AWNING UNITS TO HAVE MAHOGANY WITH CLEAR COAT, TRUSCENE INSECT SCREEN FRAMES U.N.O. C) 6. ALL VENTING WINDOW UNITS TO HAVE BLACK COLOR HARDWARE U.N.O. M a tt i t u c k� NY 11952 � � z 7. .ALL DOOR UNITS TO HAVE ALBANY STYLY, BLACK COLOR HARDWARE. 8. CONTINUOUS DRIP CAPS RECOMMENDED FOR ALL UNITS. r, `•= 9. ALL E-SERIES UNITS AND COMBINATIONS OVER 30 SF OR REQUIRING DP50 OR GREATER, ARE Protect Type '� RECOMMENDED TO INCLUDE A SECONDARY MEANS OF FASTENING IN ADDITION TO THE STANDARD br cox� �, d 2 INSTALLATION FLANGE. �I SPECIAL NOTES' 1'-3 1/2" 4A MIN RD Lift Renovation O S ' �' 7'-�3" OA UD �` t +� r T TEMPERED GLASS 3-7 UD 3F �-7' UD � � Revisions C DHG LPT LOW PROFILE THRESHOLD Design Development 03-14-2022 2 • • ■ ■ Revised per Owner 04-1 1-2022 TT T _ = ��---=-- =--==•-=-� "-=- . �. Revised per Owner 04-21-2022 ■■ e Kitchen revised per Owner OG-I G-2022 !! cn Updated w/Seating Layout 07-20-2022 E-SERIES REINFORCED i JOININSP WHERE ED o Revised per 5CDH5 Food Control 09-12-2022 ( PO R HPO -� Revised Seating Layout 08 I I-2022 2 LPT 2 LPT � i Plans Revised per Owner 09-28-2022 C) 1e■si ■■ Lighting Plans Revised per Owner 10-14-2022 z � Lighting Plans Revised per Owner 10-21-2022 MAHOGANY WiTH CLEAR COAT INTERIOR PINE WITH CLEAR COAT INTERIOR PINE WITH CLEAR COAT INTERIOR ' MAXIMUM DESIGN PRESSURE 40 PSF LIMITED WATER MAXIMUM DESIGN PRESSURE = 40 PSF LIMITED WATER MAXIMUM DESIGN PRESSURE = 30 PSF C) c> _- .0 _ 4; Q Construction Documents 11-02-2022 a -� KCVlsed and Resubmitted to Town 2-15-2023 rr _ r DOOR TYPE "H" DOOR TYPE f'U fir WINDOW TYPE '>A„ o ` N Issued to Owner for Review 3-15-2023 i ■ r•i Revised and Resubmitted to Town 5-17-2023 SCALE.- 1 2" = 1'�-0� QUANTITY, 4 SCALE: 1 2" _ V-O" QUANTITY 1 SCALE: 1 2" = 1'-O" QUANTITY: 12 / / K Revised and REISSUed G-2G-2023 r e to Revised and Reissued to Food Control 9-15-2023 5-7 3/4 MiN MO 11 -2 3/4 MIN M0 C' Revised and Reissued 9-2G-2023 2'-10, 3/4" MIN MO 5=71/4" TRiM' 1:1'-.2 1/4" TRIM "' Resubmitted to Town 10-2G-2023 2'-10 1/4" TRIM 5'-1 1/2" MIN R0 10'-8 1/2" MIN RO ■ j x-_.�— � ( � Food Control Approved I I-20-2023 V--1" OA UO 10'—B" CIA UD _. �,r__V_ �____:� ��4 1/2" MIN RD � � � � Revised and Reissued I I-2 I-2023 • • • ■ Revised and Reissued 12-G-2023 2'-4" UD '-ti" LID2'-6" LID3'--6" UD 3'-6" UD 3'-f' UD 6" 24" OR LESS 24' OR LESS 24" OR LESS 24" OR LESS 6" Rewsed and Reissued 1-29-2024 2 2 2 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS ANCHORAGE KEY: SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A K ■■n JAMB CLIP/SCREW THROUGH JAMB - FIELD APPLIED BY OTHERS VIOLATION OF SECTION 7209 SUB DIVISION 2 OF THE N.Y. 2 2 JOINING ANCHOR PLATE STATE EDUCATION LAW. _ M C, z c, 2 m p **EXAMPLE ELEVATION ONLY** DrawmgTtle Z k .,, __ I�TIL N�Ar �, o �` '� SCALE 1/2" = 1'--0' _ ITEWED BY ZBA AWN �' 8. 2 �: 2 b r 2 ; FC .SNa Window Door Detalb !] ,TE D ; ffi 0 ,�3 L AUX AUX AUX C DHG DHG 2 a " SCTM# 1000-IOG.00-OG.00-003.000 BUILDING No: 2 ANDERSEN 1 X 3 1/2 AIVOERSEIV 1" )t 6 3/1 6" LVL REINFORCED JOINING 5CDHS No.: C-21-0373 JM2 No: 2022-OG42 LVL REINFORCED JOINING ZBA No: 7573 DATE: 3I612024 SEAL SIGNATURE: DESIGNED DY: TF CHECKED BY: Checker **ADDITIONAL INSTALLATION REQUIREMENTS'* ��S��R�D Ay,�, SCALE: 1/2'= P-Op WHITE COLOR TRUSCENE INSECT SCREEN FRAME SEE EXAMPLE ELEVATION ON PAGE 1 , PINE WITH CLEAR COAT INTERIOR PINE WITH CLEAR COAT INTERIOR PINE WITH CLEAR COAT INTERIOR tr ..� DWG No: MAXIMUM DESIGN PRESSURE = 30 -PSF MAXIMUM DESIGN PRESSURE = .30 PSF MAXIMUM DESIGN PRESSURE = 30 PSF WINDOW TYPE "B" WINDOW 'TYPE ''O WINDOW TYPE "F" 'k 394� yOQ � SCALE: 1/2' - 1'-O" QUANTITY; 1 SCALE: 1/2' -= 1'-0' QUANTITY: 1 SCALE: 1/2" = 1'-0" QUANTITY: 1 Architect of Record: Jm' 2 ........... 5 5 +qR ITECTUREpc 3 3 3 7 7 7 19 7 19 6 JM2 ARCHITECTURE,PC 6 9 6 6 0 2410 NORTH OCEAN AVENUE SUITE 300 0 FARMINGVILLE, NY, 11735 loll T 631.320.3305 F1 631.320.3307 4 9/16" 2 7/8" 2 7/8" 4 9/16" 9 Applicant: DETAIL NOTES �' Anthony Martignetti 1 BUILDING WRAP BY OTHERS o ' ° ' cr= in >'' f Q Q cn � � �z j`' g �ewa York,NYnd SI 0128pt 3 2 PAN FLASHING OR SILL PAN 13Y OTHERS ? o (917)535 3777 FLANGE SET ,IN BED OF SEALANT BY OTHERS Architect of Record: NO ISENLANT BEHIND SILL FLANGE �-� 13 �/ JM2 Architecture,PC avp 2410 North Ocean Ave.Suite 300 FLASHING BY OTHERS Farmmgville,NY 11738 �ntih DRIP CAP AS SPECIFIED, INSTALLED BY OTHERS SET IN 13 (63 I)320 3305 BED OF SEALANT, SEE GENERAL NOTES SEALANT BY OTHERS AT FLANGE/FRAME INTERFACE DAM BY OTHERS _ 488 Montauk Ave Structural Engineer: M-'.fir'.._....- v�� BACK New London,CT 06320 INTERIOR AIR SEAL BY OTHERS --SERIES DOUBLE-HUNG HEADKE E�--SERIES AWNING HEADK_T`� E-SERIES AUXILIARY HEAD N E-SFRIES OUTSWING DOOR HEAD (860)437-3259 10 SEALANT WITH FOAM BACKER ROD BY OTHERS SCALE: 3" = 1'-0" SCALE: 3" 1'-0" SCALE; 3" = 1'-0" SCALE: 3" = 1'-0" MEP Engineer: 11 ANDERSEN EXTENSION JAMB OR STOOL AS SPECIFIED Emtec Consulting Engineers DPC 12 ANDERSEN DRYWALL Ronk RETURN BEAD AS SPECIFIED Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11779 13 .ANDERSEN INSECT SCREEN AT OPERABLE UNIT, IF SPECIFIED 9 - (63 I)356-2176 14 ANDERSEN HARDWARE AT OPERABLE UNIT, IF SPECIFIED 9 13 9 9 Surveyor: Nathan Taft Corwin III 15 THRESHOLD SET :IN BEAD OF SEALANT BY OTHERS 19 19 1586 Main Road, 16 ANDERSEN SILL SUPPORT, IF SPECIFIED Jamesport,NY 11947 " (631)727-2090 to 17 ANDERSEN SILL., STEP, IF -SPECIFIED 18 ANDERSEN WOOD THRESHOLD, IF SPECIFIED ' Protect Name 19 ANDERSEN JAMB INSTALLATION SCREW, IF SPECIFIED CN f ANDERSEN EXTERIOR TRIM OR SILL NOSING, IF SPECIFIED 11/16 ' 5775 W Mill Rd " 1 21 'ANDERSEN STORMWATCH HARDWARE 5 3 3/8" UNIT DiMENS1O 5 3 3/8" UNIT DIMENSIONS 5 3 3/8" UNIT DIMENSION 3 3/$ UNIT DIMENSION _ 3 1 "TT MIN. R.O. 3 40 T 4"TT MIN. R.O. 3 1 4" MIN. R.O. 3 171/4" MIN. R.O. Project Address JOINING .NOTES 7 7 7 10 5775 W Mill Rd, ANDERSEN VINYL TRIM STRIP 10 1 �4 'Q Mattituck, NY 11952 ANDERSEN ALUMINUM `'TRIM STRIP 20 ANDERSEN NON—REINFORCED JOINING Project Type ANDERSEN ALUMINUM REINFORCED JOINING �BE-SERIES DOUBLE--HUNG JAMB F E-SERIES AWNING JAMB K E-SERIES AUXILIARY JAMB K P E~-SERIES OUTSWING DOOR JAMB 0 ANDERSEN STEEL REINFORCED JOINING SCALE: 3" = 1'-0" SCALE: 3" = 1'-D" SCALE; 3" _ 1'-0" SCALE: 3" = 1'-O" Lift Re n ova t I o n ANDERSEN STEEL CLIP JOINING ANDERSEN L.VL REINFORCED JOINING H Revisions ANDERSEN FIBERGLASS REINFORCED JOINING 13 Design Development 03-14-2022 ANDERSEN INTERIOR TRIM FIELD APPUED BY OTHERS T3 Revised per Owner 04-I I-2022 'K INTERIOR TRIM SUPPLIED BY AND FIELD APPLIED BY f' 14 - F;r Revised per Owner 04 21-2022 OTHERS ; C5 6 a ' Kitchen revised per Owner 06-16-2022 � � M W_ a STRUCTURE SUPPLIED AND FIELD APPLIED BY OTHERS �" z ; z :� Updated w/Seating Layout 07 20 2022 l'�.�+ M ANDERSEN VINYL. INTERIOR COVER FIELD APPLIED BY Revised Seating Layout 08 112022 OTHERS ►— .� .� �a 00 Revised per SCDHS Food Control 09-12-2022 -. �r 4"J ANDERSEN 2" STRUCTURAL TRIM COVER FIELD APPLIED r( Plans Revsed per Owner 09-28-2022 BY OTHERS Lighting Plans Revsed per Owner I0 14 2022 4"P ANDERSEN 3 3 FIBREX TRIM COVER FIELD APPLIED +� " " o Lighting Plans Revised per Owner 10-21-2022 4 g/16 2 �/ 2 7/ x 13Y OTHERS 0 0 0 r Construction Documents 1 1-02-2022 BLOCKING SUPPLIED AND FIELD APPLIED BY OTHERS 10 10 10 ir_ 40 Revised and Resubmitted to Town 2-15-2023 ANDERSEN ADJUSTABLE MULL COVER 7 8 7 8 7 8 — � Issued to Owner for Review 3-15-2023 4 2 4 2 4 2 6 1/4" Revised and Resubmitted to Town 5-17-2023 1 1 19 1 19 15 Revised and Reissued 6-26-2023 Revised and Reissued to Food Control 9-15-2023 C E--SERIES DOUBLE-HUNG SILL E--SERIES AWNING SILLrL E-SERIES AUXILIARY SILL E-SERIES OUTSWING DOOR THRESHOLD �visedandRessued 9262023 Resubmitted to Town 10-26-2023 2 SCALE: 3" = 1'-0" 2 SCALE; 3" 1'-0" *?� SCALE: 3" = 1'-0" 2 SCALE: 3" = 1'—D" LOW PROFILE THRESHOLD Food Control Approved 1 1-20-2023 Revised and Reissued 1 1-21-2023 Revsed and Reissued 12-6-2023 --- Revised and Reissued 1-29-2024 J J THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY /+� UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A 7 / r N AL M ty� VIOLATION OF SECTION 1209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. ; aEVIEWED BY ZBA 7 I ;� r EDECISION# 3 � _ � I,i� oo I DATED' �__=-- _� 7-D� - I Drawing Title z o Window Door Detalb �5 G G G ►- �°: g B B cv SCTM# 1000-106.00-06.00-003,000 BUILDING No: 15 5 5/8" 8 SCDHS No.: C-21-0373 JM2 No: 2022-0642 1 2 ZBA No: 7573 DATE: 3/6/2024 5 A" FDL GRILL VERTICAL 1 y' X 5 3 16" LVL. JOIN �HVERTICAL 1 " X 3 1 /2 11 LVL JOIN M VERTICAL 1 " X 3 1 2" LVL JOIN R E-SERIES OUTSWING DOOR THRESHOLD SEAL t SIGNATURE: DESIGNED BY: TF NOT TO SCALE SCALE; 3" = 1'-0" DOUBLE—HUNG / DOUBLE-HUNG , SCALE: 3" 1'-0" AWNING / AWNING 2 SCALE: 3" = 1'-0" AUXILIARY / AUXIUARY SCALE: 3" = 1'—O" STANDARD THRESHOLD CHECKED BY: Checker �•� �LEE /!q�/,�� SCALE: 3"= I'-011 DWG No: 3945 ypQ� Aml F NEB Oml Oad APPROVED AS NOTED 2 DATE'J B.P. # l�D✓ FE42 544'0 q BY COMPLY WITH ALL CODES OF 4 NOTIFY BUILDING DEPARTMENT AT NEW YORK STATE &TOWN CODES 765-1802 8 AM TO 4 PM FOR THE AS REQUIRED AND CONDITIONS OF FOLLOWING INSPECTIONS: s 7 y . - 1. FOUNDATION-TWQREQUIRED `� 7GJ SOUTHOLD TOWN ZBii FOR POURED CONCRETE 2. ROUGH-FRAMING,PLUMBING, ..SOUTHOLD TOWNP=ING®�ItAI� ` STRAPPING, ELECTRICAL&CAULKING i 3. INSULATION C � ) SOUTHOLDTOWNTRUSYEES 4. FINAL-CONSTRUCTION &ELECTRICAL MUST BE COMPLETE FOR C.O. N.Y.S.DEC ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. FLOOD ZO?m ELECTRICAL COMPLY WITH CHAPTER 1146" INSPECTION REQUIRED FLOOD DAMAGE PREVENTION SOUTHOLD' TOWN CODE. OCCUPANCY ®F% PLUMBER CERTIFICATION USE IS UNLAWLFUL ON LEAD CONTENT BEFORE WITHOUT CERTIFICATE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER OF OCCUPANCY SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. FIRE all TlQ�1 E PLUMBING `'ALL kgmB1NG WASTE & ATER LINES,NEED $YOWeT� TESTING BEFORE COVERING geparalt�oridoor�� and ductworktegrsired�s pet AtYS Codetestingrequlred. An 0"flo ligh TRUSS PLACARDING REQUIRED InStalledt nPlace#Of' shad aonfa>rM to Cherm Must provide Manuals of l the Tows, a �►,a and S as per NYS Energy Code Additional REt UN STORM V,,ATCIi WA OFF C!ertifieation � SUANT TO�a^HAhTEI May Be Required, OF THE TOMN, CODE. GENERAL STRUCTURAL NOTES DESIGN DATA: SPECIAL INSPECTION: STRUCTURAL STEEL: CSC CnP�InGCrS 1. ALL WORK SHALL CONFORM TO,THE REQUIREMENTS OF THE 2020 NEW YORK STATE BUILDING 1. SUPERIMPOSED DEAD LOAD: 1. SPECIAL INSPECTION IS REQUIRED, PER CHAPTER 17 OF THE STATE OF NEW YORK STATE BUILDING 1. ALL WORK SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) structural engineers CODE AND ITS APPLICABLE REFERENCED STANDARDS. A. ROOF ............................................................................................ 15 PSF CODE, FOR THE FOLLOWING ITEMS: SPECIFICATIONS AND ITS CODE OF STANDARD PRACTICE. B. FLOOR .......................................................................................... 15 PSF 2. THE CONTRACTOR SHALL COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE A. PILE FOUNDATION 488 Montauk Ave. ARCHITECTURAL DRAWINGS AND EXISTING CONDITONS PRIOR TO CONSTRUCTION.ANY 2. FLOOR LIVE LOAD: 2. GENERAL 4so Summer St..Suite 411 978) Main St. PJ=°�=i Landon,..T t�i nf,_r,i,C:I �..:,n.:o��a PS DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND A. PRIVATE ROOMS AND CORRIDORS ........................................ 40 PSF B. STRUCTURAL SAFETY A. PERMANENT FRAMING AND FINAL CONNECTION DETAILS ARE SHOWN ON THE DRAWINGS. (86o>a37-3259 (860)437-3259 (g78)2g4-88o6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION SEQUENCES, MEANS,AND ENGINEER OF RECORD. B. DINING ROOMS AND RESTAURANTS ...................................... 100 PSF a. STRUCTURAL STABILITY METHODS;AND FOR THE DESIGN OF TEMPORARY LATERAL AND VERTICAL BRACING. NOTICE:THESE DOCUMENTS ARE PROTECTED UNDER A TEMPORARY BRACING SHALL REMAIN IN PLACE UNTIL THE COMPLETE VERTICAL AND COPYRIGHT©2017.THESE DRAWINGS OR ANY INFORMATION 3. THE CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF ALL SLEEVES, OPENINGS AND 3. ROOF LIVE LOAD C. WOOD FRAMING LATERAL FORCE RESISTING SYSTEMS HAVE BEEN INSTALLED. CONTAINED HEREON,SHALL NOT BE DUPLICATED IN PART OR ANCHORAGES(INCLUDING ANCHOR BOLTS)AS REQUIRED BY ALL TRADES. OPENINGS NOT A. ORDINARY ROOF LIVE LOADING ............................................. 20 PSF WHOLE FOR ANY OTHER PROJECT,LOCATION,SITE,OR OWNER, SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT AND STRUCTURAL ENGINEER. D. STRUCTURAL STEEL B. PROVIDE ACCESS FOR INSPECTION OF ALL SHOP AND FIELD CONNECTIONS FOR PROPER WITHOUT THE WRITTEN PERMISSION OF e2 engineers.THESE 4. ROOF SNOW LOAD DATA: MATERIALS AND WORKMANSHIP. DRAWINGS SHALL REMAIN THE PROPERTY OF e2 engineers. 4. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE FOR A SAFE AND EFFICIENT A. GROUND SNOW LOAD, Pg.......................................................... 25 PSF 2. THE OWNER SHALL RETAIN AND PAY FOR AN INDEPENDENT THIRD PARTY INSPECTION AGENCY TO METHOD OF SHORING AND/OR:BRACING THE STRUCTURE DURING CONSTRUCTION. SHOULD B. FLAT ROOF SNOW LOAD, Pr...................................................... 20 PSF+APPLICABLE DRIFT OVERSEE THE SPECIAL INSPECTION PROCESS. C. WELDING ELECTRODES, WELDING PROCESS, MINIMUM PREHEAT AND INTERPASS CONSTRUCTION LOADS (MANPOWER, EQUIPMENT OR OTHERWISE) EXCEED THE 20 PSF C. RAIN-ON-SNOW SURCHARGE LOAD ........................................ 5 PSF TEMPERATURES SHALL BE IN ACCORDANCE WITH THE AISC AND AWS SPECIFICATIONS.ANY CONSTRUCTION LIVE LOAD,THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING D. SNOW EXPOSURE FACTOR, Ce................................................. 1.0 3. REFER TO THE STATEMENT OF SPECIAL INSPECTION STRUCTURAL STEEL DAMAGED IN WELDING IS TO BE REPLACED OR REINFORCED AS CALCULATIONS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN E. SNOW LOAD IMPORTANCE FACTOR, Is .................................... 1.0 ACCEPTABLE TO THE STRUCTURAL ENGINEER. THE STATE OF NEW YORK. THE CONTRACTOR SHALL CARRY ALL COSTS ASSOCIATED WITH F. THERMAL FACTOR, Ct................................................................. 1.0 TEMPORARY LOADS DURING CONSTRUCTION. G. SLOPE FACTOR, Cs ..................................................................... 0.5 ON PITCHED ROOF D. WELDERS SHALL HAVE CURRENT EVIDENCE OF PASSING THE APPROPRIATE AWS H. DRIFT LOAD, Pd ............................................................................ 33 PSF WHERE APPLICABLE QUALIFICATION TESTS.THE ENGINEER MAY REQUEST SUCH EVIDENCE AT ANY TIME DURING 5. ALL WORK SHALL BE CONTINUOUSLY MONITORED AND INSPECTED BY AN INDEPENDENT TESTING I. SNOW DRIFT, W............................................................................ 8 FT CONSTRUCTION OBSERVATION: THE PROJECT. AGENCY REFER TO SPECIAL INSPECTION NOTES ON THIS SHEET. SUBMIT ALL TEST AND 1. THE STRUCTURE HAS BEEN DESIGNED TO RESIST THE MINIMUM CODE PRESCRIBED GRAVITY AND INSPECTION REPORTS TO A/E F'OR REVIEW. 5. WIND DESIGN DATA: LATERAL LOADS. DESIGN IS BASED ON ALL FACETS OF CONSTRUCTION ADHERING TO THE PLANS E. THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OF ANY FABRICATION OR A. BASIC WINDSPEED,V„it.............................................................. 127 MPH (3-SEC. GUST) ERECTION ERRORS OR DEVIATIONS AND SHALL RECEIVE WRITTEN APPROVAL BEFORE ANY AND DETAILS AS SPECIFIED.THE STRUCTURAL ENGINEER OF RECORD(S.E.R.) STRONGLY 6. STRUCTURAL MEMBERS SHALL.NOT BE MODIFIED IN THE FIELD WITHOUT WRITTEN APPROVAL B. NOMINAL WINDSPEED,Vasd ....................................................... 116 MPH (3-SEC. GUST) FIELD CORRECTIONS ARE MADE. FROM THE STRUCTURAL ENGINEER. IN THE EVENT OF A CONSTRUCTION OR FABRICATION ERROR, C. RISK CATEGORY......................................................................... II RECOMMENDS PERIODIC INSPECTIONS OF CONSTRUCTION PROGRESS TO ENSURE THAT THE GENERAL CONTRACTOR( THE CONTRACTOR SHALL PREPARE A SKETCH WITH A PROPOSED REPAIR,AND SUBMIT IT TO THE D. WIND LOAD IMPORTANCE FACTOR, IW.................................... 1.0 F. ALL STRUCTURAL STEEL THAT IS DIRECTLY EXPOSED TO SALT-SPRAY SHALL BE STAINLESS ARCHITECT AND ENGINEER OF RECORD. FOR APPROVAL PRIOR TO PERFORMING ANY CORRECTIVE E. WIND EXPOSURE CATEGORY............................................. SHOULD THE S.E.R. NOT BEE REQUESTED TO INSPECT CONSTRUCTION PROGRESS/IS FOLLOWING THE PLANS AND DETAILS SPECIFIED BY THE S.E.R. STEEL.ALL STEEL ON 1ST FLOOR FRAMING NOT EXPOSED TO SALT-SPRAY OR LOCATED IN ""' D CONFORMANCE, THE S.E.R. HEREBY INDEMNIFIES THE S.E.R.AND ALL EMPLOYEES HERETO OF ANY WORK. F. INTERNAL PRESSURE COEFFICIENT, GCpi ............................. +/-0.18 CLAIMS RELATED TO LACK OF CONFORMANCE OF THE DESIGN SPECIFIED BY THE G.C. USE OF EXTERIOR UNHEATED SPACES, SHALL BE HOT-DIPPED GALVANIZED, UNLESS OTHERWISE G. BASE PRESSURE,qn .................................................................. 44 PSF INDICATED. 7. SUBMIT SHOP DRAWINGS AND RFIs FOR REVIEW,APPROVAL,AND RESPONSE(FOR ALL TRADES H. NET UPLIFT ON ROOF(SERVICE) ............................................ 25 PSF PLANS, EITHER BY SUBMISSION FOR PERMIT AND/OR USE AS CONSTRUCTION DOCUMENTS HEREBY CONSTITUTES ACCEPTANCE OF THIS PROVISION SET FORTH BY THE S.E.R.AND EMPLOYEES OF INDICATED HEREIN) PRIOR TO PROCEEDING WITH FABRICATION AND/OR CONSTRUCTION. 1. COMPONENTS AND CLADDING LOADS .................................. SEE IBC-15 TABLE 1609.6.2 G. MATERIAL SPECIFICATIONS: CONTRACTOR SHALL ALLOW FOR A 2 WEEK REVIEW PERIOD BY THE DESIGN TEAM. THE S.E.R. a. W,WT SHAPES .......................................................... ASTM A992 (50 KSI) 6. EARTHQUAKE DESIGN DATA: ASTM A276 (STAINLESS STEEL) 8. IN ANY CASE OF CONFLICT BETWEEN THE NOTES, DETAILS AND SPECIFICATIONS, THE MOST RIGID A. RISK CATEGORY.......................................................................... II b. S, M, HP, C, MC SHAPES.......................................... ASTM A572, GRADE 50 REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL MAKE NO DEVIATION FROM CONTRACT B. SEISMIC IMPORTANCE FACTOR, le........................................... 1.0 WOOD PILES&PILE DRIVING: C. SQUARE&RECTANGULAR HSS ............................ ASTM A500, GRADE C(50 KSI) DOCUMENTS WITHOUT WRITTEN APPROVAL OF THE ENGINEER. C. Ss.................................................................................................... 0.176 d. L SHAPES, MISC. PLATES&BARS.......................... ASTM A36 D. St .................................................................................................... 0.050 1. FINAL PILE DESIGN SHALL BE PREPARED BY THE CONTRACTOR AND SIGNED/SEALED BY A e. BOLTS ........................................................................ ASTM A325 9. JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY OF THE CONTRACTOR. E. SITE CLASS ................................................................................... D PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK ASTM F593B (STAINLESS STEEL) F. Sds ................................................................................................... 0.187 f. ANCHOR RODS ........................................................ ASTM F1554, GRADE 36 10. ALL COSTS OF INVESTIGATION AND/OR REDESIGN, DUE TO CONTRACTOR MISLOCATION OF G. Sd. ...................................•..........•....................• 0.079 2. PILE SHALL HAVE MINIMUM 12"DIA. (BUTT)CLASS B PILES W/8"MIN TIP, LARGER DIAMETER PILES STRUCTURAL ELEMENTS OR OTHER LACK OF CONFORMANCE WITH THE PROJECT DOCUMENTS, H. SEISMIC DESIGN CATEGORY..................................................... B MAY BE REQUIRED BASED ON FINAL DESIGN. PILES SHALL BE SOUTHERN YELLOW PINE H. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL SHALL BE AT THE CONTRACTOR'S EXPENSE. I. ANALYSIS PROCEDURE .............................................................. EQUIVALENT LATERAL FORCE CONFORMING TO ASTM D25 AND AWPA STANDARDS. PILES SHALL BE TREATED WITH PRESSURE DRAWINGS, MECHANICAL DRAWINGS AND DRAWINGS RELATED TO OTHER TRADES. THE ANALYSIS TREATED PRESERVATIVE CONFORMING TO AWPA USE CATEGORY UC4C. GENERAL CONTRACTOR IS RESPONSIBLE TO CHECK AND COORDINATE DIMENSIONS, 11. THESE DRAWINGS REPRESENT THE COMPLETED PROJECT WHICH HAS BEEN DESIGNED FOR THE J. ANALYSIS PARAMETERS: CLEARANCES , ETC.,WITH THE WORK OF THE OTHER TRADES. WEIGHTS OF THE MATERIALS INDICATED ON THE DRAWINGS AND FOR THE SUPERIMPOSED LOADS 3. REQUIRED PILE ALLOWABLE DESIGN LOAD IS INDICATED ON PLAN, SEE PLAN FOR LOCATIONS INDICATED IN THE DESIGN DATA. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE DIRECTION 1 (E-W) I. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, ALLOWABLE CONSTRUCTION LOADS AND TO PROVIDE PROPER DESIGN AND CONSTRUCTION OF SEISMIC RESISTING SYSTEM(S) .................................... LIGHT-FRAME (WOOD)WALLS 4, CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE LOCATIONS OF EXISTING UNDERGROUND FALSEWORK, FORMWORK, STAGINGS, BRACING, SHEETING AND SHORING, ETC. SHEATHED WITH WOOD AND OVERHEAD UTILITIES AND EXISTING OBSTRUCTIONS PRIOR TO THE START OF WORK. 3. CONNECTIONS STRUCTURAL PANELS RATED A. REACTIONS INDICATED ON FRAMING PLANS ARE BASED ON UNFACTORED LOADS, UNLESS 12. TYPICAL DETAILS APPLY REPETITIVELY ON THE PROJECT. CONTRACTOR SHALL COORDINATE THE FOR SHEAR RESISTANCE 5. PILES ARE TO BE DRIVEN WITH A DOUBLE ACTING AIR HAMMER WITH A MINIMUM HAMMER ENERGY OTHERWISE NOTED.ALL SIMPLE SHEAR CONNECTIONS SHALL BE DESIGNED FOR 1.25 TIMES GENERAL REQUIREMENTS OF TYPICAL DETAILS WITH PROJECT CONDITIONS, PLANS, RESPONSE MODIFICATION FACTOR, R ........................ 6.5 OF 12,000- 16,000 FT-LBS.VIBRATORY HAMMERS WILL NOT BE PERMITTED TO AVOID DAMAGE TO THE REACTION INDICATED. SPECIFICATIONS,AND SECTIONS. OVERSTRENGTH, 0 ........................................................ 3.0 NEARBY STRUSTURES.THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THE SPECIFICATIONS • SEISMIC RESPONSE COEFFICIENT, Cr ........................ 0.029 ON THE AIR HAMMER TO BE USED, INCLUDING PRELIMINARY WEAP ANALYSIS ON REQURIED B. PROVIDE NO LESS THAN 3/16"WELDS EXCEPT ALONG EDGES OF MATERIALS THAT ARE 1/4" 13. THE PLAN AND DETAILS HEREIN ARE BASED ON LIMITED SITE OBSERVATIONS AND EXISTING BLOW/INCH TO ACHIVE REQUIRED CAPCITY. OR LESS IN THICKNESS, FOR EDGES OR MATERIALS THAT ARE 114"OR LESS IN THICKNESS, DRAWINGS.ANY DISCREPANCIES BETWEEN THE EXISTING FIELD CONDITIONS AND THE DRAWINGS DIRECTION 2 (N-S) USE THE MAXIMUM SIZE WELD PERMITTED BY THE GOVERNING AISC SPECIFICATION. SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. SEISMIC RESISTING SYSTEM(S) .................................... LIGHT-FRAME (WOOD)WALLS 6. PILE DRIVING LOGS SHALL PREPARED BY A LICENSE PROFESSIONAL ENGINEER AND KEPT FOR SHEATHED WITH WOOD EACH PILE. CONTRACTOR SHALL SUBMIT LOG TO ENGINEER OF RECORD DAILY. LOGS SHALL C. ALL SHOP AND FIELD CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH BOLTS OR STRUCTURAL PANELS RATED INCLUDE A UNIQUE DESIGNATION FOR EACH PILE, PILE LENGTH, LOCATION, FINAL TIP ELEVATION, WELDS.ALL HIGH STRENGTH BOLTS AND NUTS SHALL BE CLEARLY MARKED AS REQUIRED BY FOR SHEAR RESISTANCE AND BLOWS PER INCH FOR THE LAST 6". CONTRACTOR SHALL NOT DEMOBILIZE FROM THE SITE AISC SPECIFICATIONS. CONNECTIONS MADE WITH UNMARKED BOLTS AND NUTS WILL BE STRUCTURAL LUMBER/ROUGH CARPENTRY: RESPONSE MODIFICATION FACTOR, R ........................ 6.5 UNTIL THE PILE LOGS ARE REVIEWED AND ACCEPTED BY THE ENGINEER OF RECORD REJECTED. • OVERSTRENGTH, 0 ........................................................ 3.0 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE AMERICAN FOREST AND PAPER ASSOCIATION SEISMIC RESPONSE COEFFICIENT, Cs ........................ 0.029 7. UNLESS OTHERWISE NOTED ON PLANS, BUTTS OF PILE SHALL BE WITHIN 3"OF LOCATIONS SHOWN D. UNLESS OTHERWISE NOTED,ALL BOLTS SHALL BE TIGHTENED TO THE"SNUG TIGHT" STANDARDS AND SPECIFICATIONS. 22 ON PLAN. CONDITION DEFINED AS THE TIGHTNESS ATTAINED BY A FEW IMPACTS OF AN IMPACT 7. GEOTECHNICAL INFORMATION: WRENCH OR THE FULL EFFORT OF A PERSON USING AN ORDINARY SPUD WRENCH. THE 2. ALL DIMENSIONAL LUMBER SHALL BE DOUGLAS FIR-LARCH NORTH NO. 2 OR BETTER(19% A. ASSUMED ALLOWABLE PILE LOADING 8. THE LATERAL CAPACITY CAN BE INCREASED BY BATTERING THE PILES AT AN INCLINATION ANGLE SNUG TIGHT CONDITION MUST ENSURE THAT THE PLIES OF THE CONNECTED MATERIAL MOISTURE CONTENT OR LESS.) ALL LUMBER EXPOSED TO WEATHER SHALL BE SOUTHERN TIMBER PILES.................................................................... 50 KIPS MAXIMUM, SEE PLAN OF 9.5 DEGREEES (6VAH)OR LESS HAVE BEEN BROUGHT INTO SNUG CONTACT. YELLOW PINE NO. 2 OR BETTER WITH ACQ PRESSURE TREATMENT PRESERVATIVE AND A FOR LOCATIONS MOISTURE CONTENT OF 19%OR LOWER. B. FOR ADDITIONAL INFORMATION SEE GEOTECHNICAL REPORT FROM DOWN TO EARTH E. ALL BOLTS SUBJECT TO DIRECT TENSION OR DESIGNATED AS SC(SLIP-CRITICAL)SHALL BE PROJECT CONSULTING FILE NO. 0020-081.00 DATED FEBRUARY 2022 PRE-TENSIONED IN ACCORDANCE WITH ONE OF THE FOLLOWING METHODS AS DESCRIBED 3. ALL INTERIOR AND EXTERIOR BEARING WALLS SHALL BE 2x(4 OR 6)AT 16"ON-CENTER DOUGLAS IN AISC"MANUAL OF STEEL CONSTRUCTION" : TURN-OF-NUT TIGHTENING, CALIBRATED FIR-LARCH NORTH NO. 2 OR BETTER, UNLESS NOTED OTHERWISE. 8. FLOOD DESIGN DATA: WRENCH TIGHTENING OR DIRECT TENSION INDICATOR TIGHTENING. ��� OLDMILL A. FLOOD ZONE ................................................................................. ZONE AE8 4. PROVIDE METAL HANGERS AT.ALL NEW FLUSH FRAMED CONNECTIONS. B. FLOOD CLASS DESIGN ................................................................ 2 F. BOLTS USED IN STRUCTURAL STEEL FRAMING CONNECTIONS SHALL BE A MINIMUM OF 3/4" ��� C. ELEVATION OF PROPOSED LOWEST FLOOR ............................. 10' DIAMETER. ITUCK 5. ALL FASTENERS SHALL BE IN CONFORMANCE WITH THE FASTENING SCHEDULE IN THE 2015 D. ELEVATION OF BASE FLOOD ELEVATION + 1 FT........................ 9' INTERNATIONAL BUILDING CODE, UNLESS NOTED OTHERWISE. FASTENERS EXPOSED TO SALT- G. BOLTED CONNECTIONS SHALL USE A MINIMUM OF TWO BOLTS PER CONNECTED PART, SPRAY SHALL BE STAINLESS STEEL. FASTENERS EXPOSED TO THE WEATHER(BUT NOT SALT- UNLESS OTHERWISE INDICATED. SPRAY) SHALL BE HOT-DIP GALVANIZED OR STAINLESS STEEL. H. OVERSIZED HOLES, LONG-SLOTTED HOLES OR SHORT-SLOTTED HOLES PARALLEL TO THE 6. ALL NEW WALL SHEATHING SHALL BE 1/2"GRADE CDX PLYWOOD. LOAD SHALL NOT BE USED FOR ANY CONNECTIONS UNLESS SPECIFICALLY INDICATED ON THE DRAWING OR APPROVED IN WRITING BY THE ENGINEER. SHORT SLOTTED HOLES 7. ALL NEW ROOF DECK SHALL BE 5/8"GRADE CDX PLYWOOD TRANSVERSE TO TEH DIRECTION OF THE LOAD ARE PERMITTED IN BEARING TYPE CONNECTIONS. 8. ALL NEW FLOOR DECK SHALL 13E 3/4"ADVANTECH TONGUE AND GROOVE PLYWOOD. I. ALL BUTT AND FULL PENETRATION WELDS SHALL BE MADE USING RUN OFF TABS WHICH 9. ALL FLOOR AND ROOF DECKING SHALL BE INSTALLED WITH ANNULAR RING SHANK NAILS(STAPLES SHALL BE REMOVED AND GROUND SMOOTH ONCE THE WELD IS COMPLETED. SHALL NOT BE PERMITTED)WITH INSTALLATION PROCEDURES CONFORMING TO THE GOVERNING AGENCY STAMPED ON THE SHEETS. J. STRUCTURAL STEEL FRAME SHALL BE LEVEL AND PLUMB PRIOR TO COMPLETING CONNECTIONS. �A 10. ALL ROOF AREAS THAT ARE OVER-FRAMED SHALL CONTAIN ROOF DECKING ON THE UNDER- 4 5775 WEST MILL ROAD FRAMED MATERIAL, UNLESS NOTED OTHERWISE. . COATINGS A. ALL NEW STRUCTURAL STEEL SHALL BE GIVEN ONE COAT OF AN APPROVED SHOP PRIMER n� 11. ALL MEMBERS INDICATED AS TIT PSL' SHALL BE WOLMANIZED PSL SERVICE LEVEL 2 APPLIED IN OTHERWISE. SURFACE ACCORDANCE WITH MANUFACTURERS ON OF STEELRERPR ECOMR TOMENDATIONPAI , UNLESS SHALL CONFORMMATTITU C K, NEW YO R K MANUFACTURED BY WEYERHAUESER, OR APPROVED EQUAL ALTERNATE. TO SSPC SP3. 12. ALL PLYWOOD AND STRUCTURAL USE PANELS SHALL CONFORM TO THE REQUIREMENTS OF THE APA-THE ENGINEERED WOOD ASSOCIATION. B. AFTER ERECTION IS COMPLETE, TOUCH-UP ALL SHOP PRIMED COATS DAMAGED DURING TRANSPORTATION AND ERECTION AND PRIME ALL FIELD WELDS USING THE SAME PAINT No. REVISION/ISSUE DATE 13. ALL WALL STUDS CUT FOR OTHER TRADES OVER 1/4 OF THE STUD DEPTH SHALL BE DOUBLED. USED FOR SHOP PRIMING. 0 PERMIT SET 10/25/2022 14. WHERE STUD WALLS ARE GREATER THAN 8'-0", PROVIDE A ROW OF 2X SOLID HORIZONTAL C. ALL STRUCTURAL STEEL TO RECEIVE SPRAY APPLIED FIRE PROTECTION SHALL BE LEFT 1 UPDATED PERMIT SET 1l3/2023 BLOCKING. UNCOATED. 2 PILE LAYOUT&1ST FLOOR UPDATE 6/5/2023 15. ALL OPENINGS SHALL BE FRAMED BY DOUBLE MEMBERS UNLESS NOTED OTHERWISE. D. FOR EXPOSED INTERIOR STRUCTURAL STEEL REFER TO ARCHITECTURAL DRAWINGS FOR 3 DECK ELEVATIONS CORRECTION 6/29/2023 FINISH REQUIREMENTS. 16. PROVIDE 1"x4"CROSS-BRIDGING FOR ALL SOLID SAWN WOOD JOISTS AT 8,4,ON-CENTER MAXIMUM SPACING AND 2x SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS AND PARTITIONS. SEAL .._.. �p� APO N�1/fj r •yfi � - ®a4792 gOFESS%G�N STRUCTURAL NOTES DWG BY:MOB P.LC.: GIKS 0 0 1 SCALE: 12"=V-0" PROJECT NO.:21222 structural engineers WOOD NAILING SCHEDULE 488 Montauk Ave. 46o Summer St..Suite 411 2250 Main St. Nc,w Londr)n.CT ztami:;-.i,CI C;: u.nrct Nj1% NUMBER OF NUMBER OF NUMBER OF NUMBER OF WOOD HEADER SCHEDULE (860)437-3259 (860)437-3259 (978)294-8806 JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING SPAN CONDITION HEADER SIZE JACK STUDS KING STUDS SYMBOLS NOTICE:THESE DOCUMENTS ARE PROTECTED UNDER A ROOF FRAMING ROOF SHEATHING COPYRIGHT©2017.THESE DRAWINGS OR ANY INFORMATION UP TO 2'-6" (2)2X6 1 1 CONTAINED HEREON,SHALL NOT BE DUPLICATED IN PART OR WHOLE FOR ANY OTHER PROJECT, LOCATION,SITE,OR OWNER, RAFTER TO TOP PLATE (SEE TABLE 2'-6" UP TO 3'-0" (2)2X8 1 1 - INDICATES TOP OF SUBFLOOR DECK ELEVATION. GC VERIFY IN FIELD. WITHOUT THE WRITTEN PERMISSION OF e2 engineers.THESE 3-16d 3-16d PER RAFTER STRUCTURAL PANELS 8d 10d DRAWINGS SHALL REMAIN THE PROPERTY OF e2 engineers. (TOE-NAILED) 3.10)* T-0"UP TO 4'-6" (2)2X10 2 2 g CEILING JOIST TO TOP DIAGONAL BOARD SHEATHING .--- D1 ___. INDICATES SPAN DIRECTION OF NEW 3/4"TONGUE+GROOVE ADVANTECH PLATE(TOE-NAILED) 3-8d 3-8d PER JOIST 1"x6"OR 1"x8" 2-8d 2-10d PER 4'-6"UP TO 6-6' (2)2X12 2 2 SUBFLOOR DECKING. DECKING SHALL BE GLUED AND NAILED @ 6"ox. SUPPORT 1"x10"OR WIDER 3-8d 3-10d 6'-6"UP TO 8'-6" (2) 1 3/4"X 11 7/8" LVL 2 3 CEILING JOIST TO 4-10d 4-10d EACH LAP .— D2 INDICATES SPAN DIRECTION OF NEW 5/8"CDX PLYWOOD ROOF DECKING. PARALLEL RAFTER(TOE-NAILED) CEILING SHEATHING NOTES: ROOF DECKING SHALL BE NAILED PER TYPICAL DETAILS ON SHEET S300 CEILING JOIST LAPS OVER 4-10d 4-10d EACH LAP 1. WOOD HEADER SCHEDULE IS FOR WHEN DOOR/WINDOW HEADER SIZES .— D3 — '` INDICATES SPAN DIRECTION OF EXTERIOR PORCH DECKING PARTITIONS (TOE-NAILED) GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE/ ARE NOT SHOWN ON THE PLANS. PER ARCH. TO BE INSTALLED PER MANUFACTURER'S SPECIFICATION 10 FIELD COLLAR TIE TO RAFTER 4-10d 4-10d PER TIE 2. USE PLYWOOD SHIMS BETWEEN HEADERS TO MATCH WALL WIDTH. E1 INDICATES SPAN DIRECTION OF EXISTING SUBFLOOR DECKING TO REMAIN (FACE-NAILED) 3. CONSULT STRUCTURAL ENGINEER IF HEADER SIZE IS NOT SHOWN ON WALL SHEATHING PLANS AND THE SPAN IS LARGER THAN ABOVE. BLOCKING TO RAFTER 2-8d 2-10d EACH END 4. OPENINGS IN INTERIOR BEARING WALLS REQUIRE ONLY 1 KING STUD E2 INDICATES SPAN DIRECTION OF EXISTING ROOF DECKING TO REMAIN (TOE-NAILED) STRUCTURAL PANELS 8d 10d (SEE TABLE 3.11)* HDR INDICATES NEW BUILT-UP WOOD HEADER PER HEADER SCHEDULE,THIS RIM BOARD TO RAFTER2-16d 3-16d EACH END 6d SHEET. 7/16" (END-NAILED) FIBERBOARD PANELS - 3"EDGE/ HOLD DOWN SCHEDULE _ WALL FRAMING 7/16" 6d 6"FIELD SYMBOL WOOD BOLT MIN. WOOD P# INDICATES WOOD POST PER SCHEDULE(THIS SHEET). FASTENERS DIAMETER MEMBER SIZE 7"EDGE/ PU INDICATES WOOD POST UP. REFER TO FRAMING PLAN ABOVE FOR SIZE. TOP PLATE TO TOP PLATE 2-16d ' 2-16d ' PER FOOT GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 10" FIELD HDU2 (6) 1/4x2 1/2 SDS 5/8" 3 x 3 1/2 (FACE-NAILED) 2 EP INDICATES EXISTING WOOD POST. TOP PLATES AT INTERSECTIONS JOINTS- HARDBOARD 8d 8d (SEE TABLE HDU4 (10) 1/42 1/2 SDS 5/8" 3 x 3 1/2 FACE-NAILED) 4-16d 5-16d EACH SIDE 3.11)* HDU11 (30) 1/4x2 1/2 SDS 1" 3 1/2 x 7 1/4 INDICATES WOOD SHEAR WALL PER SHEAR WALL SCHEDULE (THIS SHEET). FOR SHEAR-WALLS INDICATED AT EXISTING STUD WALLS: GC TO ENSURE PER MANUFAC- EXISTING STUD IS 2X4 MINIMUM SIZE AT 16"ON CENTER MAXIMUM SPACING. STUD STUD 2-16d 2-16d 24"o.c. PARTICLEBOARD PANELS 8d 8d TURER HDU14 (36) 1/4x2 1/2 SDS 1" 3 1/2 x 7 1/4 SW1 IF NOT, PROVIDE STUDS UNTIL THIS CRITERIA IS MET. MINIMUM PLYWOOD (FACE-NAILED) SHEATHING SIZE OF 15/32"(CDX)AND 8d NAILS PROVIDED 4"OC EDGE, 12" HEADER TO HEADER 16d 16"o.c. DIAGONAL BOARD SHEATHING HOLD DOWN NOTES: OC FIELD AS WELL AS 4"OC FOR TOP PLATE AND DIAPHRAGM ABOVE. 1"x6"OR WI 2-8d 2-10d PER 1. ALL BOLTS INTO POSTS SHALL BE ASTM A307 CARRIAGE BOLTS (FACE-NAILED) ALONG EDGES REPLACE PLYWOOD AND/OR PROVIDE ADDITIONAL NAILS/BLOCKING AS 1"x10"OR WIDER 3-8d 3-10d SUPPORT( BOTTOM PLATE TO OR SDS WOOD SCREWS AS INDICATED.ALL BOLTS CONNECTION REQUIRED TO MEET THIS CRITERIA. TOP 2-16d 2-16d PER STUD POSTS BETWEEN LEVELS SHALL BE ASTM A307 THREADED ROD. STUD (END-NAILED) FLOOR SHEATHING 2. ALL SHEARWALL HOLDDOWN ANCHORS, POSTS,AND BOLTS HDU INDICATES NEW SIMPSON STRONGTIE HDU HOLD DOWN PER PLANS. BOTTOM PLATE TO FLOOR JOIST, SHALL BE INSTALLED PRIOR TO SHEATHING. BANDJOIST, ENDJOIST, OR 2-16d 1,2 2-16d 1,2 PER FOOT STRUCTURAL PANELS BLOCKING(FACE-NAILED) 1"OR LESS 8d 10d 6"EDGE/ 12"FIELD FLOOR FRAMING GREATER THAN 1" 10d 16d 6"EDGE/ 6"FIELD PILE GRID LINE JOIST TO SILL, TOP PLATE OR 4-8d 4-10d PER JOIST DIAGONAL BOARD SHEATHING GIRDER(TOE-NAILED) 1"x6"OR 1"x8" 2-8d 2-10d PER BRIDGING TO JOIST 1"x10"OR WIDER 3-8d 3-10d SUPPORT PILE TYPE (TOE-NAILED) 2-8d 2-10d EACH END WP =WOOD PILE BLOCKING TO JOIST 2-8d 2-10d EACH END NOTES: 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED (TOE-NAILED) 6"o.c.AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3"O.C. BEAM SIZE AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, REQUIRED VERTICAL PILE CAPACITY TREATMENT BLOCKING TO SILL OR TOP 3-16d 4-16d EACH BLOCK NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE (SEE PLAN FOR ASD LOADING) PLATE(TOE-NAILED) DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR SPACING LEDGER STRIP TO BEAM PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH REQUIRED LATERAL PILE CAPACITY DROPPED BEAM � (FACE-NAILED) WP ( �► 3-16d 4-16d EACH JOIST 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED SEE PLAN FOR ASD LOADING) MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE I XK VERTICAL NEW*"x** PT @* OC JOIST ON LEDGER TO BEAM PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. I I XK LATERAL INDICATES DETAIL FOR PILE TO -——————————————————————————- FLUSH BEAM (TOE-NAILED) 3-8d 3-10d PER JOIST i I X/SXXX GIRDER CONNECTION BAND JOIST TO JOIST Cal: I J015T (END-NAILED) 3-16d 4-16d PER JOIST (Li —I i DIAGONAL PILE BRACING PER I PROJECT BAND JOIST TO SILL OR TOP 2-16d1 3-16d PER FOOT PLATE(TOE-NAILED) I THE OLD MILL MATTITUCK WOOD POST SCHEDULE FRAMING LEGEND P# POST TYPE P1 6x6 DOUGLAS FIR LARCH P2 6x6 P.T. P3 3 1/2 x 5 1/4 PSL P4 (3)2x4 BUILT-UP P5 (3)2x6 BUILT-UP SHEARWALL SCHED. WALL Sw1 5775 WEST MILL ROAD WALL FRAMING 2x(4 OR 6)AT 16"o.C. MATTITU C K, NEW YO R K END WALL POST (3)-2x6 HOLDDOWN SEE PLAN No. REVISION/ISSUE DATE ANCHORS 0 PERMIT SET 10/26/2022 PLYWOOD 15/32"(CDX) PANELI 1 UPDATED PERMIT SET 1/3/2023 PLYWOOD 8d AT 4"o.c. EDGE, 2 PILE LAYOUT&1ST FLOOR UPDATE 6/5/2023 FASTENING4 8d AT 12"FIELD 3 DECK ELEVATIONS CORRECTION 6/29/2023 TOP PLATE 10d @ 4"oc CONNECTION OR (INTERIOR SHEAR 1/4"x5"LEDGERLOK @ WALL ONLY)6 8"oc SHEARWALL NOTES: 1. ALL PLYWOOD SHALL BE APA RATED PLYWOOD 2. ALL BOLTS INTO POSTS SHALL BE ASTM A307 CARRIAGE BOLTS OR SDS WOOD SCREWS AS INDICATED. SEAL ALL BOLTS CONNECTION POSTS P'��(rad H k�a' BETWEEN LEVELS SHALL BE ASTMS A307 THREADED ROD. 3. ALL BOLTS INTO FOUNDATION SHALL BE SIMPSON"SSTB"ANCHOR — �I w BOLTS. FASTEN ALL HARDWARE PER SIMPSON RECOMMENDATIONS 4. EDGE FASTENING IS ALONG EDGES F OF THE PLYWOOD SHEATHING. Q'®q oESS�pLpSSj FIELD FASTENING IS TO THE O INTERMEDIATE SUPPORT STRUCTURE. 5. ALL SHEARWALL HOLDDOWN ANCHORS, POSTS,AND BOLTS SHALL BE INSTALLED PRIOR TO SHEATHING. 6. TOP PLATE CONNECTION REFERS TO FASTENER SIZE&SPACING FOR STRUCTURAL NOTES FLOOR/ROOF DECKING OR BLOCKING TO INTERIOR SHEAR WALL TOP PLATE. SEE DETAIL 2/S300 DWG BY:MOB P.I.C.: GKS SCALE: As indicated sooz PROJECT NO.:21222 (222 an�in��rs f structural engineers 488 Montauk Ave. 460 Summer St.,Suite 411 2250 Main St. N(, ,London.CF Stalnto,fI,CI' ('n,icord M=. (860)437-3259 (860)437-3259 (678)294-8806 PILE LOADING NOTES NOTICE:THESE DOCUMENTS ARE PROTECTED UNDER A 1. PILE TO BEAM CONNECTION AS NOTED COPYRIGHT 0 2017.THESE DRAWINGS OR ANY INFORMATION CONTAINED HEREON,SHALL NOT BE DUPLICATED IN PART OR 2. ALL STEEL CONNECTIONS TO BE STAINLESS STEEL OR COATED WITH WHOLE FOR ANY OTHER PROJECT,LOCATION,SITE,OR OWNER, TWO LAYERS OF WATERPROOF PAINT AND PROTECTED FROM SALT WITHOUT THE WRITTEN PERMISSION OF e2 engineers.THESE SPRAY WITH ARCHITECTURAL FINISHES DRAWINGS SHALL REMAIN THE PROPERTY OF e2 engineers. A 1 2 3 4 4.4 5 5.3 5.5 6 6.3 6.5 7 7.7 8 8.2 I 7'-7" 1 9'-6 1/8" 9'-6 1/8" 15'-3"GC COORD. 1 6'- 11 1/2" 1 3'-0" -2 1/21'1 5'-2 1/2" 1 3'-7" 1"-7 1/ ' 5'-2 1/2" 1 T-0" 1 3'-5" I 2'-7" W/LIFT MFR. GC COORD.W/LIFT MFR. ±GC VIF ±GC VIF ±GC VIF I ±GC VIF WP I I I I I I I I I I I I I I 8K VERTI�AL WP WP WP WP WP I WP I 5K UPLIFT 8K VERTICAL 8K VERTICAL I 8K VERTICAL 18K VERTICAL 8K VERTICAL 8K VERTICAL 3K LA R�L 3K LATERAL 3K LATEAL 3K LATERAL 3K LATERAL 3K LATERAL 2K UPLIFT 1_ _ _ _ _ 11/S301_ _ _ 11/S301 ( 11/S301 l l/S301 11/S301 I 3K LATERAL - - - - - - - - -1- - - - - - - - - - - - 11/S301- - - - - - - A - - -- - - - — - - - - - — - - - - - - - - - - — - — - - I I - — - - - I t - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - tom I I I I i I i PB P13 I I PB P13 0 Co > n.I I I WPVER�ICAL WP WP I I io 41 1 I 5K 1 I 1 I I 1 ( I 1 2K UPLIFT i 1 OK VERTICAL 10K VERTICAL I I 3K IT AL 1 K UPLIFT 2K LATERALI I I 1 111/S301 R 2K LATERAL 11/S301 mI - - - - - - - - - i - - - - - - - I - - - - - I- - - - I- - - - - - 1 1 i - - - - - - -11/S301-i- - - - - - - - a I i -1 - - - - - I I 1 1 1 - bo f 1 I I I I aI WP I WP I I WP WP i I i WP 1 1 20K VERTICAL 20K VERT CAL 18K VERTICAL 10K VERTICAL 1 5K VERTICAL I 1 1K UPLIFT I 2K UPLIF� 3K LATERAL 3K LATERAL I 1 2K UPLIFT I I 1 I 1 3K LATERAL I 1 3K LATERAL I 11/S301 11/S301 1 3K LATERAL - - -� - - - - - � - - - - - -- - - - - - - — - — - — - - - - `Jj 11/S301 - I - - - 111S301 11/S301 - - - - I I I I72\WP WP WP WP 00 I I I I 9K VERTICAL I 9K VERTICAL 9K VERTICAL 2K VERTICAL I I 1 "' 1 K LATERAL 1 1 K LATERAL 1 K LATERAL 1 K LATERAL I I I I I c 11/S301 11/S301 11/S301 21S301 d / - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I- - - — - —I- - - -- - -I - - - -� - - I- -t - - - - - - - — - - —t - - - - - - - - - C - - - - - - - - - -- - - - - - - - - - - - - -- - - - - - -- - WP I I WP WP WP - - - o 2 - PI3 PB� 32K VERTICAL 10K VERTICAL 14K VERTICAL 25K VERTICAL , I — I I I 1 I I I � 1 1 I I 2 INDICATES PILE- 0 3K LATERAL 3K UPLIFT , 3K LATERAL 3K LATERALM - - _ _ - - -BRACING PER- - - - - - _ _ - _ - - - -- - - - - - I I 41S301 EAL 11/S301 11/S301iI - - — - - 9/S301 1b1 �4lS01 — WP ao 00 TYP.WHERE SHOWN 15K VERTICAL - .3 r- I I I I 1 K UPLIFT WP I WP WP WP I I I I I I I I I 3K LATERAL N N PROJECT T9RVERTICAL - r �KVEITfCAL - - - 9KVERTI�AC - - - - �4RVERTiCA� - - - - - -i�i - - - - - - - - - - - - - - - � i- - - -11/S301 - - - C.7 1 K LATERAL I 1 K LATEAL �1 K LATEAL 1 K LATERAL TT 11/S301 11/S301 11/S301 2/S301 I I I I I I I I I I I WP I 00 I I I I I I 125K VERTICAL E O L D MILL - -I I- I- - - - aI t-F-I- I - - - f - - - -� - -+ - - - - � 1KUPLIFT- - - -I- - - - - - D - - - - - - - - - - - - - - - - - -III I I m 1 1 I MATTITUCK I I I I aI 3K LATERAL - -I— I- - - - -t- �- - - - - t- I- - - - - - - - - - - - ;� t- - - - - - - - - - - - �I-11/S301� - - � - - - - � eo I- - - - - - - - i I iWP WP I- - - � WP ITT mI I I I m) I I mI I I I I t I I LO I D.2 A6K VERTICAL 5K VERTICAL I 11 K VERTICAL I I I o 1 I I I I I 1 I 1 12K LATERAL 6K UPLIFT 2K UPLIFT I I I I I I I 1 14/S301 2K LATEA 2K LATERAL I I 1 M - -I—� - - - +— L - - - - I- -t—I- - - - - - - 1- - - - - - -J- -1 I- -J - - - + - - - (--� �- - - - — p I VP I I WP WP 4/S30'f — 1"17S301 - - - I I _ - D.6 i i9K VERTICAL I 19K VERTICAL i i 9K VERTICAL 12K VERTICAL I I WP I WP °�- M > I 1 1 K LATERAL I 11 K LATERAL 1 11 K LATERAL 1 1 K LATERAL I I I I 112K VERTICAL 8K VERTICAL Cl)> U I 11/S301 621S301 I I °O U I(-HD 11/S301 11/S301 WP I I 1 13K LATERAL _62K UPLIFT � I I I I ' I _ _8K VERTICAL_ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ _ — - — - 1 11/S301 I - 3K UPLIFTLATERAL � � - -� I- - — - — - - — - - - � I - - - - - I 1KLATERAL I I I I I i I 11/S301 - I 1 I I 1 1 3/S301 I WP I I I I I I - -I-- t - - — - +- - - - - - - I- I- - - - - - - - - - - - - - - - - - - - - - - - - _ 25KVERTICAL- -- - - - - -- - - — - - - - — - -�— — I 3K LATERAL I I - -I— -I 00- - - - - + '- - - - - - j I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Q-11/S301- - --{- - � - - - - - - - - -} 5775 WEST MILL ROAD I I I a� I - I I I aI I I I I I ai I I I I co N �lvP ' wP ' iWP WP WP WP WP WP WP n MATTITUCK, NEW YORK 1 9K VERTICAL I 9K VERTICAL I 19K VERTICAL I 12K VERTICAL 8K VERTICAL 40K VERTICAL 5K VERTICAL 15K VERTICAL 25K VERTICAL 1 K LATERAL 1 I 11 K LATERAL I 11 K LATEAL 1 1KLATERAL i 1K LATEAL 1 3K LATEAL 5K UPLIFT 3K LATERAL 3K LATERAL `�'- - — - - 1 1-1tS301- — - - - — - -3?MD1--- - - -3lS301- - - - - 4/S301- - — - 3K LATERAL- - - - 11/S301- - - IVS301---�I � I �4lS301 I I - - - - - - - - - - - - - -I - I - - - - - - - -L - - - -I - - - - - - No. REVISION/ISSUE DATE boo N 0 PERMIT SET 10/25/2022 1 UPDATED PERMIT SET 1/3/2023 _ 2 PILE LAYOUT&1 ST FLOOR UPDATE 6/5/2023 00 I I I I I I I LO � 3 DECK ELEVATIONS CORRECTION 6/29/2023 o U I WP WP WP WP I I I I I 1 WP WP WP I 1K LATERAL 1K LA TEALL 1K LATE ALVERTICAL 1 LATERAL 12K VERTICAL 5K VERTICAL 5K VERTICAL 0K VERTICAL 5K VERTICAL 11/S301 - - 11/S301 11/S301 21S301 I I 5K UPLIFT 3K UPLIFT I 3K LATERAL I 5K UPLIFTS I 3K L TERAL - 3K LATERAL - 6/S300 3K LATERAL - - - - - - - - - - - - - - - - - - -4/S3 1 9/S300- - -$- - - - - - 6/S300 --I - - - - - - — — — — — — — — — — — — — — — —— — — —I— — — t — — — — — — — ——— I PB WP WP WP I PB PB I > 9K VERTICAL I 9K VERTICAL 12K VERTICAL I I I I I co U 1 K LATERAL I 1 K LATERAL 11 K LATERAL D SEAL. I 11/S301 11/S301- _ _ _ - _ - _ _ _ _ _ _ _ J 2/S301 SIM. I ,��,pF NE�� L . - - - - - - - - - - - - - - - - - - - - - - I- - 1- - - - - - - - - - - - - 1- - - - — - — - - — - — - - - - H ��'p'�►*a�'� , '��' I �4 08479'Z A�oFESS10- 1 PILE LAYOUT PLAN S100 1/4"= 11-0" PILE LAYOUT PLAN DWG BY:MOB P.I.C.: GKS SCALE: As indicated 'ji 00 PROJECT NO.:21222 GZ Cr'1PIrlermf-S structural engineers WOOD FLOOR FRAMING PLAN NOTES 488 Montauk Ave, 46o Summer St..Suite 411 2250 Main St, f lo+q..on(lnn.Ci Y)-I I)(d,C I _'::irord PIa' (860)437-3259 (860)437-3259 (978)294-8806 1 2 3 4 4.4 5 5.3 5.5 6 6.3 6.5 7 7.7 1. TOP OF ADVANTECH SUBFLOOR DECK ELEVATION INDICATED ON PLAN, COORDINATE W/ARCHITECTURAL DRAWINGS. NOTICE:THESE DOCUMENTS ARE PROTECTED UNDER A 1 2. BLOCK BETWEEN JOISTS WHERE BEARING WALL ABOVE RUNS COPYRIGHT©2017.THESE DRAWINGS OR ANY INFORMATION S200 PERPENDICULAR TO JOIST SPAN. CONTAINED HEREON,SHALL NOT BE DUPLICATED IN PART OR 3. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS UNLESS NOTED WHOLE FOR ANY OTHER PROJECT,LOCATION,SITE,OR OWNER, I I I OTHERWISE ON PLANS. WITHOUT THE WRITTEN PERMISSION OF e2 engineers.THESE 6 I 4. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH DRAWINGS SHALL REMAIN THE PROPERTY OF e2 engineers. S301 6 ARCHITECTURAL DRAWINGS AND/OR EXISTING CONDITIONS. 1 6 1 I 6 1 5. COORDINATE SIZES AND LOCATIONS OF FLOOR OPENINGS WITH S301 S301 ARCHITECTURAL AND MECHANICAL DRAWINGS. S301 I 6. COORDINATE ALL WALL PENETRATIONS, UTILITIES AND MECHANICAL I I I I I �O I I �O �O I 1 I �Q �O I CHASES WITH APPLICABLE TRADES. G NEW(2) 3x12 PT 6-SPAN CONT.) Q 7. ALL NAILING SHALL BE FASTENED IN ACCORDANCE WITH TABLE - - -- - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - A 8. SEE STRUOCTURAL NOTES SHEETF THE 2015 S(S-001NAL U&S BUILDING 2) FOR ADDIITIONALED. INFOR 4 I I 1 J`1' ! 'S� 9. ALL INTERIOR AND EXTERIOR BEARING WALLS SHALL BE 2x 4 OR 6 1 I S300 I HDU4 g g �O �G2 ( ) 1 ( STUDS @ 16"O.C. UNLESS NOTED OTHERWISE. PROVIDE TRIPLE 2x 1 r HDU4 STUDS CONTINUOUS TO ALL BEAM BEARING LOCATIONS UNLESS 1 DETAIL TYP. I� I I 1 p 1 1 OTHERWISE NOTED. COORDINATE ALL WALL THICKNESSES WITH @ F- p + TIE DOWN + ARCHITECTURAL WALL SCHEDULES. ALL HDU'S U.N.O. °L a 1 FLUSH BM. 1 0 10. FOR ALL JOIST TO DROPPED GIRDER CONNECTIONS PROVIDE H2.5 PER i o- a I GALV. HURRICANE TIE, UNLESS NOTED OTHERWISE ON PLAN VIA 1 I 51S300 NEW PT 2x12 I t I O DETAIL CALLOUTS. _ - _ _ _ _ i _ - - - - - - - - - - - - � -I - �7VE T�x12 @ 16"-0 - - - --NE 2xl�@-16 O.C. - - - @�& 0.�- - - - =-gyp I- - A•2 11. SEE S100 FOR PILE-TO-GIRDER CONNECTION CALLOUTS. iv z 12. STRUCTURAL DRAWINGS GENERATED WITH LIMITED VISUAL OBSERVATIONS. IF EXISTING STRUCTURAL ELEMENTS, ONCE a o HD 4 a HDU4 I I Q O UNCOVERED,APPEAR IN UNSOUND STRUCTURAL CONDITION, GC C14 1 a _j a I I r> Z SHALL CONTACT E2 ENGINEERS FOR FURTHER ANALYSIS. n O N W P (3) 2x12 li O NEW PT(3)2x12 Q I 13. ALL STEEL AT UNDERSIDE OF STRUCTURE OVER SALT-WATER TO BE 1 1 z `� I 1 p p I i o� I Z STAINLESS STEEL, OR IF CONCEALED WITH ARCH. FINISHES AND x x I v PROTECTED FROM SALT-SPRAY, SHALL BE HOT-DIPPED GALVANIZED 2 O ' O CONNECT AND PAINTED 14. PROVIDE SIMPSON HHUS GALVANIZED FACE MOUNT HANGER AT EACH 1 I I 1 I I I "' V I 1 1 co V I I DROPPED PSL'S Rz (2) 3 1/2"x14" PSL Rz DROPPED GIRDER TO DROPPED GIRDER CONNECTION UNLESS NOTED a - _ - SUPPORTING OTHERWISE, ONE HANGER PER PSL. - - -- - - - -� - - - - - - - - - - - - - - - ---�- - - - - -- - - - - - - f- T - - -� < c� S301 L7 FACE MT. /,� 1 I I z v TIE DOWN z A I HANGER U HDU14 ( FLUSH BM. HDU4 - TOGETHER W/ 0" U) PER HDU4 BOLTS&6X6 NOTE A QJ15/S300 AG NEW(2 3 1/2"x14" SL P HDU11 BLOCKING PER J G HDU11 �* DROPPED Q x 7/S301 PROVIDE NEW WOOD POST EXTENSION (DOUG FIR#2 OR NEW(2)2x12 P NEW(2)2xl2 P NEW(2)2x12 PT NEW(2)2 12 PT J`�' - - - N - _ - T _ BETTER)AS NEEDED, SPLICE PER DETAIL C 10/S301 1 NEW 3 1/2"x14" PSL PT --I '� HDU11 o I o p^ z0 CANT. (2) 3 1/2"xl4"PSL -J -w-I - -- - - - -w - - - - - - -w - - - - - - -CL;U - - -L - - - - - --�-�- - �•- -o- - - - -(2)2x12PT- - C.3 a NEW 2xl2 PT @ 16"OC 0- NEW 2xl2 PT @ 16" OC a NEW 2x12 PT @ 16"OC Q NEW x12 PT @ 16"OC NEW W12X40 GALV. NEW 2x12 PT 16"OC I 2 0 I�-- � 4 � (DROPPED) a (3-SPAN CO T.) L QJ QJ -� - 1 - -- - - -� - - - - - - � I - - - - a � wM - 1 - I - - - -�- - - FASTEN EACH PSL TO - - - - - EW�x12 I �16 CTC LE - O Cl) O U) 0 (� T� I a „ WF W/SIMPSON HHUS I cn a c� L) p 0 °- U = � HDU2 I I 5 HDU11 HANGER TYPICAL QJ 1 O� z I z I z z I I S300 X °- I - -� - -- - - -� - - - -1- - -� - - -NN - - - - -i- � - HDU2- - -I - � - - - -�0 NE PT . ) 2x12 NEW PT(4)2x12 - -_- - � }� NZ - �p) .N,. N N 2 N I M p I ® ~ p 0 -N- - -- -7-.501- - -I- - - - - - - - - - -7.ST- -cam �Q -J-94'- - - - - � - N" D -mod- � _ a Uj_ � co �301 �O .� - - - - - -� - - � S300 HDU4 HDU11 - - U) Rz N ! w _j w " ` 0- O d I I NEW 2xl2 PT 16 OC } _ D•2 x x A z z I @ W v I M ch (3-SPAN CON .) x p Z v NEW 2xl2 PT @ 16"OCR L NEW 2x12 PT @ 16"OC 2 NEW 2x12 PT @ 16,OC NEW 2L12 PT @ 16"OC i.� Z I - _I - - - -� - - - - - - ---? - - - - - - - - - - - - I i- - - -1- +9.94 - - - - - - - �+" co0 - �D.6 PROJECT Z w w 'Sp CANT. NEW W12X40 GALV. I Z�I �/"+ I 1 I z z .o G�, o (DROPPED) FASTEN EACH PSL TO WF F o p QJ IT �a QJ HDU11 S201 I w a W/SIMPSON HHUS IL �QJ CANT'L G J a HANGER TYPICAL �a ` I I z cis) _ , THE OLD MILL - - -- - - - --- - - - - -1 - - - - - - - - - - - - - - - - - - < 0- - ; - - - -n - - - - J- - - - - - =-aO�- - - - - � . - - E o f-'-'-' HDU2 o p NEW PT(2)2x12 ATT I T U C K NEWI�T(2)212 Wiz_ - - - - -°- � - AG - - - - - - - Nz- - - QJ Ii - ,� - -- - - - - - � NEW131J2"x14" PSL PT � - �- do - - - - E.2 I I r- I a- �� - -- - - -a - - - - - - - -1 - - S301 - � - - - -X - - - I w¢ - � - � - - � vz - - - - a II a I 1 NEV1r2x12 PT @16"OC z can I I 'S �0- I1 I 4 4.4 O I NEW 2x12 PT @ 16"OCO NEW 2x12 PT @ 16" OC NEW 2x12 PT 16"OC � _ I v z NEW2x12PT@1 " OC zM n- E.3 5'-3" p p o (3-SPAN CONK) I I U)a 1 1 -- w o. O VERIFY WITH LIFT DRAWINGS Z _ __ _ _ _ _z _ _ _ _ a Z - Z - - � - �� -� �- - - - 1 - - - - �- - I _ _ _ _ _ Q z I Z 0 S 01 a O0 NE 2 2x1 PT f�Dtf2- i FASTEN EACH PSL TO WF - -6 p - - - E.V PROVIDE FLAT 2X12 PT DECKING ( ) CANT. NEW W12X40 GALV. ,,� x PERPENDICULAR TO JOIST SPAN W/SIMPSON HHUS „ - H -z - - -- - -z - - - - � - - - INz ::< NEW 3 2x1 PT- - - ' - - L- - -(DROPPED) - - - - - - - - - - - - - - Nz- - - -1- - - Q -p - - -; ) t- HANGER TYPICAL p r- C C_ z � � I (I J 11 I a I OJ�I. � I r)� F NEW4x12PT O I w ch 1 - 1 1 J Q } 1 1 d I 9.94' I I _9 1 - - - - - N - -- N -�- E.2 p x z 0 a �o J`�' I N�TE A o w I I z co cn M 7.50' ! a 7.50 v I \ 9.94 ,Z� 1 TYPICAL x a. 1 HDU11 v I � 0 II x 1 u) N Z v � M , -�-- X � -�-- L r 0 NEW 2x12 PT @ 16 OC , 5775 WEST MILL ROAD a I NENJ 2x12 PT 16" OC v i NEW 2x12 PT @ 16"OC NEW 2x12 PT @ 16"OC 1 co 1 I I �o (3-SPAN CO T.) A I i z NEW MATTITUCK, NEW YORK w N J`L PROVIDE NEW 0 L - p z I z ! x I z .o ,Z� H U11 I w I HDU11 _ CODE COMPLIANT N Z N r U_ 1 Z 1 co J J� G NEW W12X19 GALV. I STAIRS, LANDING, 11 1 v I Q 1 I AND RAILINGS AS a (2) 2x12 PT @ 12"O.C. _ NEW(2)2x12 PT - - 1 _ -W - - _ NE (3)2x12 PT (DRrIt"INOPPED,2-SPAN CONT.) - - _ - _ v) E- No. REVISION/ISSUE DATE -L _ _ _ REQUIRED _ G w CO w 5 p z CANT. NEW(2) 3 1/2"x14" PS PT 1 z j z 0 PERMIT SET 10/25/2022 i (DROPPED, 2-SPAN C�N'i) (� 6 I � 1 UPDATED PERMIT SET 1/3/2023 S300 I I g I 1 1 _ _ > 2 PILE LAYOUT&1ST FLOOR UPDATE 6/5/2023 S300 I A 1 �P' I 3 DECK ELEVATIONS CORRECTION 6/29/2023 NEW 2 2x12 PT NEW(2)2x12 PT I 1 PROVIDE NEW ® NEW 4x12 PT CODE COMPLIANT STAIRS, LANDING, SIMPSON U210-2 AND RAILINGS AS I I HANGER TYP. REQUIRED - I 1 SIMPSON HUCQ412-SDS STAINLESS STEEL PROVIDE 6x6 P.T. STUB POST B/W PILE SEAL &HIGH GIRDER 0�H��/�. 1 1 ST FLOOR FRAMING MODIFICATION PLAN 2 LIFT SUPPORT FRAMING PLAN ,�P�,�"o a `� S101 1/4"= 1'-0" S101 1/2"= V-0" * _ 4�11 z OLU d479'� °FESS1O� FIRST FLOOR FRAMING MODIFICATION PLAN DWG BY:MOB P.I.C.;: GKS SCALE: As indicated S101 PROJECT NO.:21222 4 4.4 5 5.3 5.5 6 6.3 6.5 7 7.7 8 8.2 sz sn�inssrs 1 structural engineers S200 I 5 5.3 5.5 6 6.3 6.5 7 7.7 8 8.2 488 Montauk Ave. 46o Summer St..Suite 411 2250 Main St, 1 I t 1�v,t ondon.CT StLr nh,rd (-I -of"I P" (860)437-3259 (860)437-3259 (978)294-8806 I I 1 1 I I I I 7 I NOTICE:THESE DOCUMENTS ARE PROTECTED UNDER A PORTAL F ME PER DETAIL 6/S300 1 S300 COPYRIGHT©2017.THESE DRAWINGS OR ANY INFORMATION I _I I I I , I CONTAINED HEREON,SHALL NOT BE DUPLICATED IN PART OR yO N A '� SW1 SW1 '� SW1 I $W1 N WHOLE FOR ANY OTHER PROJECT, LOCATION,SITE,OR OWNER, G2 Q I HDR I G HDR HDR I Q HDR IDR HDR Q WITHOUT THE WRITTEN PERMISSION OF e2 engineers.THESE DRAWN SHALL REMAIN THE PROPERTY F e engineers. - - - - - - - - - - - - - - - - - - - - - - - - - - - �- A _ "'. I - 2 ngin A E PRO ER O I I I SW1 DBL. JOIST HDR O &TRIMMER AT SW1 1 � I I.�_ I SKYLIGHT I SW1 SW1 I I I OPENINGS TYP. 1 1967; 1 I o I / U.N.O. Q U � I I �� 10 U_ J I IJ .\1 Igo - '- - - - - - - - --.� - - - - - - -� 81--- - - - - - - - - - - - A.2 - - - - - - 1- - - - - - q _ I N Q ZI �f Q �� 00 N I .2 NEW x12 RA TERS ��J w , w - D2 13 � z o I i I 16"O �� N I 10, 1 tl,\ I N J w I U I �y�� w v co �I 1 I z ��\ I w v z I II <y I N F ;I Z �UI I I^� z � _ co 2x12 RAFTERS @ 16"OC 1 I' I z @��I v I i" PROVIDE SIMPSON LRU HANGERS I I I I O / 1 O AT ALL SINGLE 2x RAFTER TO BEAM PROVIDE NEW N z I 1 , OPEN , I I , I OPEN I CONNECTIONS - - - - - - - -7- - I - - - - - - -,- - - - -� - - - S - - - -CODE COMPLIANT B - - SW - � U 7 SW1 STAIRS, LANDING, z I SW1 I `L AND RAILINGS AS 8 °L OJ J S300 J REQUIRED I (3)1 3/4"x9 1/4" -- � I S3011 NEW 6X6 BRACE A ,ZO I A� I ,n�I I `�' `ZO CEILING BEAM ,0� I . -NEW(2) 1 13/4"x14' LVL RIDGE I I I EACH SIDE I SW1 NE"'(22SPAN CONT.) LVL SW1 11 SW1 �� HDR 1 �Q Q HDU2 NEW(3) 1 /4"xl 1 1/4"LVL_ _ - - I SW1 - - - - - G' - - - - -I - � - - - - r - - I- - i - - Q - � - Q� -� - Q SW1 NEW Q I `STA R Q � I I I - - -� - - {'l- - - I- - - - - - - - - - - - - c2)2x8 . - - X - - - - - - - - - - - + C - - - - - - - - - - - - - - - - - C.3 N I I I 1 , I � = I I I I SW1 SW1 C.3 _ NEW 2x8 RAFTERS I I I I I � J I EXG. 7.5x9. RS (2-SPAN CONT. Q E� _ _ a �XG. 5.75x9.7 RS @ 36 OC -- _ @ 16"OC J - - - - - - - - ' _ -R- - - - - - - - -(C.7 STAIR T T 2x8 RAFTERS @ 16"OC I �Q I I SW1 I Fq O -�C.7 �Q iJ x - - 1- - - - - I- - -1- - - -I- - - - � - - - - - - - - - - - - p - - - - - - - - - = - - - - - - - - - co - - - p 00 I I I F- I f Q - - - - - - - - - h - - -t - -� - - - - - - - - - - - -I- - - - - - X I - - - - -- - - - - - Z - � r w o Il p.2 - 1 - - - - � - - 1 - - - I - - - - - - - - - - - - - a , I I :2) AS I z � - - M II - - I - - - - - - - - - - - - - - - (2)2x8 - - -- - - - - - - _ I - - I - - - - - - - - - - ---} � - - - - I- N � - �- � EXG. 7.5x9.5RS�(2-SP NCONT.) I � � D1 -�-�U �D•6 1 - ----I- - - � - - X�.75z�:I5�F�a�7r36"�C � - - - � - ,- �D.6 1 _j Q I �1 O A C) S201 z w �Q t�,o pswl N S S201 �Q J QJ � �Q SW1 z Q Z I i SW1 -1 -< - 1 - - - - - -w- - - - - - - - - - I- ! - - - - - - - - - - - - - - - - - - - - - - - - - - I- - - - - - -'�' _ - - - - - - - - - z w cn u O _ - HDR > " HDR d � I- � � I pH _1 �� - - - ti� - - - - - -V- - - - PROJECT - - -•- - - - - - - - - - - - - - - - - � U r - - - , ° z No - Xz �'Q - G� E.2 - U I I E.2 - - - - - -Q Lo0 - -1 '1', - - - � � I- - - - `I- - - - 'n0 -o G - - - - - - - - - - - - - -�'- - I - I - - - } - - - 1 t - - - - SW1 - � - - -}- - - - - N J II UU I NZ U' U = I I I I W I THE OLD MILL zZ Zz - - 0 = LO I t= Q w xC° 19.67' w I- Q E.3 N I I , 1 d I I I I N t GV V F I X c°n p x XG. 5.75x9.75 IRS @ 6"OC E'3 l ATTITUCK > I I W v. I I l I � I I I r. W v >w I [ 1 � I I Z _ I - Q - -I- - I- - - 0-4_ �EXG. 11"DIAMETEf - - - - - - - - - - - -- - - - - E.8 - - - - - �- - - - - J t r Q� - - - - - - I- - - E.8 Qom - - - - - - - - - POST w f - - -� - -I - - - - - - I w I I X - - - - - - -J - 1 - - �- - - t - -�- - - - - { I 2x8 RAFTERS @ 16"OC I OJ`1' SW1 I I ,1 EX . 7.5x9.5 IRS ( -SPAt CONT.) I �XG. 5.75x9.75 IRS @ 36" OC I 1 Q (I I I I I �DR41• �Q NEW(2) 13/4'( 511 LVL SW1 HD HDR !' DR I S' HDR ,�; 1 I - _I- - _. y. - - - - - - - - - - G - - _- - - - - - - - - - - - - - G 5775 WEST MILL ROAD 8 ti SW1 SW1 SW1 I �. SW11 SW11 HDR sw1 sw1 I MATTITUCK, NEW YORK I I J I J S301 1 I 1 (3) JACK STUDS (2) KING STUDS I I I I I I I I I I I No. REVISION/ISSUE DATE EACH SIDE I I I 0 PERMIT SET 10/25/2022 1 UPDATED PERMIT SET 1/3/2023 1 2ND FLOOR FRAMING MODIFICATION PLAN 2 3RD FLOOR FRAMING MODIFICATION PLAN 2 PILE LAYOUT&1ST FLOOR UPDATE 6/5/2023 S102 1/4"= 1'-0" S102 114" V-0" 3 DECK ELEVATIONS CORRECTION 6/29/2023 NOTE A WOOD FLOOR FRAMING PLAN NOTES CONTINUOUS 2X LEDGER FASTENED TO STUD WALL W/(3) 1/4"x5" LEDGERLOK SCREWS @16"OC. FASTEN JOISTS TO WOOD ROOF FRAMING PLAN NOTES LEDGER W/FACE MOUNT HANGERS. 1. TOP OF ADVANTECH SUBFLOOR DECK ELEVATION INDICATED ON PLAN, 1. COORDINATE TOP OF WALL PLATE HEIGHTS WITH COORDINATE W/ARCHITECTURAL DRAWINGS. ARCHITECTURAL DRAWINGS & EXISTING CONDITIONS 2. BLOCK BETWEEN JOISTS WHERE BEARING WALL ABOVE RUNS 2. SEE ARCHITECTURAL DRAWINGS FOR ROOF LIMITS AND PERPENDICULAR TO JOIST SPAN. OVERHANG DETAILS. SEAL 3. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS UNLESS NOTED 3. ALL INTERIOR AND EXTERIOR BEARING WALLS SHALL BE 2x(4 OTHERWISE ON PLANS. R pQ H• �y 4. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH OR 6)STUDS @ 16' O.C. UNLESS NOTED OTHERWISE. ARCHITECTURAL DRAWINGS AND/OR EXISTING CONDITIONS. 4. PROVIDE TRIPLE 2x STUDS CONTINUOUS TO THE - 5. COORDINATE SIZES AND LOCATIONS OF FLOOR OPENINGS WITH FOUNDATION AT ALL BEAM BEARING LOCATIONS UNLESS ' NOTED OTHERWISE. = -''' I w ARCHITECTURAL AND MECHANICAL DRAWINGS. Uj 6. COORDINATE ALL WALL PENETRATIONS, UTILITIES AND MECHANICAL 5. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS AND/OR EXISTING CONDITIONS. `--- � � CHASES WITH APPLICABLE TRADES. 6. COORDINATE ALL ROOF PENETRATIONS, UTILITIES AND 7. ALL NAILING SHALL BE FASTENED IN ACCORDANCE WITH TABLE _ ��0� 88479� 2304.10.1 OF THE 2015 INTERNATIONAL BUILDING CODE , OR TABLE MECHANICAL CHASES WITH APPLICABLE TRADES R602.3(1)OF THE 2015 INTERNATIONAL RESIDENTIAL CODE AS 7. ALL NAILING SHALL BE FASTENED IN ACCORDANCE WITH ®�ESSti�N REQUIRED. TABLE 2304.10.1 OF THE 2015 INTERNATIONAL BUILDING 8. SEE STRUCTURAL NOTES SHEETS (S001 &S002) FOR ADDITIONAL CODE OR TABLE R602.3 OF THE 2015 INTERNATIONAL INFORMATION. RESIDENTIAL CODE AS REQUIRED. 9. ALL INTERIOR AND EXTERIOR BEARING WALLS SHALL BE 2x(4 OR 6) 8. ALL ROOF RAFTERS SHALL HAVE A E EAVE N NNE STUDS @ 16"O.C. UNLESS NOTED OTHERWISE. PROVIDE TRIPLE 2x HURRICANE TIE AT EACH TOP PLATE EAVE CONNECTION STUDS CONTINUOUS TO ALL BEAM BEARING LOCATIONS UNLESS UNLESS NOTED OTHERWISE. SECOND AND THIRD FLOOR OTHERWISE NOTED. WALLCOORDINATE SCHEDULE ALL WALL THICKNESSES WITH 9. WOOD POSTS SHALL BE CONTINUOUS . P DROPPED GIRDER FRAMING MODIFICATION UNLESS NOTED OTHERWISE ON PLANS. PROVIDE SOLID 10. ALL FACE MOUNTED HANGERS TO BE STAINLESS STEEL OR SQUASH BLOCKS BELOW ALL POSTS BETWEEN TOP OF GALVANIZED STEEL COATED WITH TWO COATS OF PAINTS AND PROVIDSUBFLOE BAND TOP E DROPPED GIRDER BELOW. PLAN COMPLETELY ENCLOSED FROM SALT SPRAY. 10. PROVIDE BLOCKING BETWEEN RAFTERS AT SHEATHING 11. SEE S100 FOR ALL LOSE PILE INFORMATION EDGE PER PLYWOOD ROOF DIAPHRAGM TYPICAL DETAILS ON SHEET S300. 11. SEE STRUCTURAL NOTES SHEET(S001 &S002) FOR ADDITIONAL INFORMATION. DWG BY:MOB P.I.C.: GKS SCALE: As indicated PROJECT NO.:21222 (2z enE�inE(Rrs structural engineers 488 Montauk Ave. 46o Summer St.,Suite 411 2250 Main St. Now London.Cr St:rmt:vd, CT icord tI \, (860)437-3259 (860)437-3259 (978)294-8806 NOTICE:THESE DOCUMENTS ARE PROTECTED UNDER A COPYRIGHT©2017.THESE DRAWINGS OR ANY INFORMATION CONTAINED HEREON,SHALL NOT BE DUPLICATED IN PART OR WHOLE FOR ANY OTHER PROJECT,LOCATION,SITE,OR OWNER, WITHOUT THE WRITTEN PERMISSION OF e2 engineers.THESE DRAWINGS SHALL REMAIN THE PROPERTY OF e2 engineers. A B C (C.7 D (D.2 D.6 E E.8 F G H } ROOF DECKING PER PLAN 1 S201 i } SIMPSON CC4.62-362 } i COLUMN CAPS TYP. ROOF FRAMING & } } i DECKING PER PLAN SIMPSON } ECC4.62-362 END i i CONT. 2x BAND JOIST AT CAPS EACH END } } ALL DECK EDGES, PROVIDE DOUBLE 2x BAND NEW 6X6 BRACE EACH ' ' JOIST AT DECK EDGE T.O. DECK END W/2 SIMPSON - _ WITH RAILING— _ (2NDFLOOR) Ad i KBS1Z TOP/BOT i i i 19.67 i NEW 6X6 POST TYP. OF 5 I I 8 ' 1 8 PROJECT S30 } } } } S301 } PORCH DECKING PER THE OLD MILL PLAN I f � PROVIDE 6x6 P.T. STUB POST B/W i NEW GIRDER PER PLAN ( } PILE& HIGH I M ATT I T U C K } TYP GIRDER SIM. i ) i 2 } } } S301 T.O. DECK i i i 9.(1ST FLOOR) - -- - - - - - - - � - - - i I I i i - - - — - - - - - � - - - 9.94' l i 2 i 2 i 2 3 2 +t } S301 S301 S301 i S301 } S301 } i PILE PER PLAN TYPICAL } } SIM. } } SIM. } 5775 WEST MILL ROAD WHERE MATTITUCK, NEW YORK } } } } } PERPENDICULAR } } GIRDER DOES APPROXIMATE WATER NOT ALLOW PILE LEVEL VERIFY IN FIELD } SEAT CUT, No. REVISION/ISSUE DATE PROVIDE MTS12 o PERMIT SET 10/25/2022 } } } �?st . STAINLESS STEEL l�� I } } } TWIST STRAP �= APPROXIMATE SOIL 1 UPDATED PERMIT SET 1I3/2023 i INSTEAD ) h 2 PILE LAYOUT&1ST FLOOR UPDATE 6/5/2023 LEVEL VERIFY IN FIELD WATER LEVEL _ 3 DECK ELEVATIONS CORRECTION 612912023 N \1W �_ ) _ • _/ i - - _ xO L" r_ \ ,' ,`.� r,✓ 7 �.� � E _�", �l ��.�' r._% ,_f _� � r— — � 1_ ?��— J i I X\x ��vJ ,pc _ .J_>��-,�J -7�,\_a-"i-�o� o�".,-, c_.��.�_o`�, v`..)<,� o\•--c>`,-;a\=c�_c��i, I - —o .�- -�_ _ 1 _ _ _ _ _/_'�.- _ r-, � -/- c �. ,�� _ .=5fi_. fS..=.,-�, \('r� c )� \ y _� -;yam ��\� CG ✓ter_ _ �,. ¢" r. �/' �1- T. r,1 J�_ �„ � � �C �� '� r- SEAL NE 1 BUILDING SECTION FACING SOUTH S200 1/4" = 1'-0" 0847'92 ®FEW�N STRUCTURAL SECTIONS DWG BY:MOB P.I.C.: GKS SCALE: 1/4"=V-0" S20U PROJECT NO.:21222 ea careinae-mrs _ structural engineers 488 Montauk Ave. 460 Summer St,Suite 411 2250 Main St. t1,-�/Lc:ndon.CT 5;1-.rk,!rl.C t G:ncon I.M'"'. (860)437-3259 (860)437-3259 (978)294-8806 NOTICE:THESE DOCUMENTS ARE PROTECTED UNDER A COPYRIGHT 0 2017.THESE DRAWINGS OR ANY INFORMATION CONTAINED HEREON,SHALL NOT BE DUPLICATED IN PART OR WHOLE FOR ANY OTHER PROJECT, LOCATION,SITE,OR OWNER, WITHOUT THE WRITTEN PERMISSION OF e2 engineers.THESE DRAWINGS SHALL REMAIN THE PROPERTY OF e2 engineers. 1 2 3 4 4.4 5 5.3 5.5 6 6.3 6.5 7 7.7 8 8.2 I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I EXISTING ROOF FRAMING, DECKING,AND —� ATTIC FRAMING/DECKING TO REMAIN I \ I I I I I I S200 T.O. DECK — - + - - - -- - - —+ - — - - - - - - - - - - - -- - - - - - -+- - J4 - +- - -I - - - - (3RDFLOOR) + 28.25' I I I I I I I I I I I I I I I DGER FASTENED TO CONTINUOUS ((3) 1/4'x5"E EDGERLOK SCREWS TUD 16" O . FASTEN JOISTS TO LEDGER W/FACE I NEW ROOF FRAMING& M UNT HANGERS. DECK NG PER PLAN I \ HDR PER PLAN II t. NEW ROOF FRAMING I NEW 2X @ 16"OC &DECKING PER PLAN STUD I HALL NEW STAIR I I I I I I I I I I /� I E ISTING TU2-STORY TO REMAIN I FRAMING PER PLAN T.O. DECK - - - - - - - - -� - - - - — - - 7 — - - - - - - - - - - - - - - - �6DFLOOR) PROJECT I I NEW WOOD POSTS I I THE OLD MILL PER PLAN I l CQNTINUOUS 2X LEDGER FASTENED TO I , M ATT'T U C K STUNEW PORCH DECKING SC RDEWS @ 6 WALL /OC.IFA;TEN JOISTS TO NEW�TAIR BY OTHERS & FRAMING PER PLAN LEDGER W/FACE MOUNT HANGERS. NEW FLOOR FRAMING 1 I \ RAILING AS REQUIRED &DECKING PER PLAN BY CODE TYPICAL N�W DROPPED FRAMING BELOW I DROP�ED GIRDER NEW PORCH FRAMING E G. STRUCTURE TYPICAL I PER PLAN TYP. & DECKING PER PLAN _ _ 11 4 I II H2.5A STAINLESS STEEL I I S301 I S301 I i T.O. DECK � I -HURRICANE TIE AT EACH _ _ - —- I _ — _ (1ST FLOOR) I I JOIST TO DROPPED 9.94 II I GIRDER I ' EN D ECK - _ DECK 7.50' _ 2 ( I 5775 WEST MILL ROAD I i S301 I I NEW PILES PER FLAN TYP. L 1 1 MATTITUCK, NEW YORK No. REVISION/ISSUE DATE 0 PERMIT SET 10/25/2022 ! WOOD PILE PER PLAN TYP• I I I I 91 1 1 _—_—_—_ 9 1 UPDATED PERMIT SET 1/3/2023 II I I APPROXIMATE L�VEL OF GRADE { I S3 1 , I S301 2 PILE LAYOUT&1ST FLOOR UPDATE 6/5/2023 I ! TO BE VERIFIED I N FIELD —_ —_—_—_— APPROXIMATE LEVEL =x. - �. i= �t -. I - ,- ?-r � \ / � � �\ ,� I � c'-_h -,� � „ 1- ` !� 3 DECK ELEVATIONS CORRECTION 6/29/2023 I OF WATER TO BE VERIFIED IN FIELDa, .-- �\i.`.-�t_.J`\J..JJcS'��,�c_.. l�r�_i.��` --(-`_..%` '-'� i'\.��;L-:-:`.�-- ,;'.T_.),.'_ �� �--.J---11_a.l_)__-. .i__ -..�_ ,�_. _ _i:_�'\_�,i�J�_ '(- _�.�� �� � a Y ;`'�I i`x' I _Y C ��.= :.� .` J }(� )-? ,a ;s �a 1 I i� %.v t.,)=;(�\. � \�` \' -��! , �� 'iJ ��( WATER LEVEL - \ \ /' 1..�` '.Js �1�:;'"'",Sf,.�'.�� ,;•-�� -��;' �.-r f =;<�s.--,1��-- i�'d�:c-,' ter`-,:�',�'- ` "7 ;'�\� '`'.�.�T`ri5r >�-'�1 4�.�` �..- �. �?- -��✓��.J`�_�\',;o_'��ctJ ).___,�_ �;' \� ����. �`-- �;.-J��'✓� '-� U�-`J �J.=- - '- ;!✓_. � ✓_,z�-�=.�.-_,,_'._J`�„V_`�- �J-c.L�__ .Li' -'-...%_;- J - _)-�i��..: ��o`✓ ,��.J_-b__��-bt..���;�,J_\.---���J ,-�� J.���J� ��-J�)-�oV�`_-�_. �o�; o_`J-c ( `_ ,-�v--�^��.-J---_J- _- :_-1_ _�✓__,c_ .�J� _i- _ �--�c,�✓._�(;�) L.�'- `J�� ��J i SEAL 40 � �,� - ;��1'` \�` hj�'�r''s ��''-� "$--,; ,,�, =q;, k „�r- �- -,f";r�-,, ,r'-;.?`_,\�l \,� ,�.-"� �' .`e,-/'�r�; �- 7\-` i�il- c"� ,�:fi'',�_,( -C� c c'�'�•c �r �;r � � �y,�,,k � r" '\1.- J�, � V r 1 BUILDING SECTION FACING EAST - S201 1/4"- 1 -0 v R®�ESS%o�� STRUCTURAL SECTIONS DWG BY:MOB P,I.C.: GKS SCALE: 1/4"=V-0" S201 PROJECT NO.:21222 C222 ar-I- Rr-s _. structural engineers SHEARWALL 488 Montauk Ave. 460 Summer St..Suite qil 2250 Main St. Nc;,v L on(k,n.CT SL,r:f. 1,('1 r icoici t'1 SHEARWALL SHEARWALL SHEATHING (860)437-3259 (86o)437-3259 (978)294-8806 SHEATHING SHEATHING NAIL FLOOR AND/OR ROOF NAIL FLOOR AND/OR ROOF SIMPSON HOLD DECKING TO TOP PL. PER DECKING TO TOP PL. PER NEW SIMPSON HOLD 2x6 @ 16"O.C. DOWN ANCHOR EXG. FLOOR — SHEARWALL SCHEDULE SHEARWALL SCHEDULE NOTICE:THESE DOCUMENTS ARE PROTECTED UNDER A DOWN ANCHOR — EXG. FLOOR WALL FRAMING EXG. FLOOR DECKING TYP. COPYRIGHT 02017.THESE DRAWINGS OR ANY INFORMATION CONTAINED HEREON,SHALL NOT BE DUPLICATED IN PART OR DECKING TYP. LVL/LSL DECKING TYP. FLOOR/ROOF JOISTS& WHOLE FOR ANY OTHER PROJECT, LOCATION,SITE,OR OWNER, RIM BD. DOUBLE BOTTOM DECKING PER PLAN WITHOUT THE WRITTEN PERMISSION OF e2 engineers.THESE T/DECK DRAWINGS SHALL REMAIN THE PROPERTY OF e2 engineers. DOUBLE LT/DECK ,`T.O.DECK PLATE SEE PLAN BOTTOM PLATE -"�SEE PLAN (SEE PLAN) INTERIOR SHEAR WALL j BLOCK SOLID W/FULL FLOOR/ROOF JOISTS& FASTEN SHEATHING DEPTH BLOCKING BAN DECKING PER PLAN TO RIM BOARD JOISTS ALONG SHEAR �— INTERIOR SHEAR WALL W/(3)-10d NAILS = WALL LENGTH @ 6"o.c. (TYP.) \ DOUBLE TOP PL. HEADER(SEE PLAN) PLATE �— EXG. FLOOR JOIST NOTE: NO SHEATHING DOUBLE TOP BLOCK ALL HORIZ. EXISTING DIMENSIONAL SEAMS IN PLYWOOD& FASTEN TOP PL. TO JOINTS ALLOWED EXG. FLOOR JOIST LUMBER FRAMING NAIL PER S/W SCHED. BLOCKING W/ BLOCK ALL HORIZ. — THREADED ROD BETWEEN THE TOP \ LEDGERLOK SCREWS SEAMS IN PLYWOOD& NEW SIMPSON HOLD (SEE SHEARWALL PL. &SOLE. PL. FASTEN SOLE PL. PER SHEARWALL SCHEDULE) &TOP PL.TO RIM SIMPSON HOLD SCHEDULE NAIL PER S/W SCHED. ROUGH OPENING DOWN ANCHOR BOARD W/16d NAILS DOWN ANCHOR BLOCKING AT @ 8"O.C. (TYP.) THREADED ROD PANEL EDGES (SEE SHEARWALL SHEAR WALL PARALLEL TO SHEAR WALL PERPENDICULAR JACK STUDS KING STUDS (TYP.) SCHEDULE) FRAMING DIRECTION TO FRAMING DIRECTION 1 TYPICAL SHEAR WALL DETAILS 2 INTERIOR SHEAR WALL CONNX. DETAIL r3 TYPICAL HEADER BEARING DETAIL S300 3/4"=V-0" S300 3/4"= V-0" S300 3/4"=1'-0" A SUBFLOOR DECKING & WALLS ABOVE PER PLAN FLUSH PSL PER PLAN SHEARWALL FASTEN END-POST 1/4"THICK GALV. SQUARE SHEARWALL ENDPOST PER PLAN 0 �— TO LVL PER OPTION FASTEN END-POST FASTEN END-POST _... .. .�___ _ WASHER, TO MATCH ENDPOST PER 1 OR 2 TO LVL PER OPTION TO LVL PER OPTION _ BEAM WIDTH. NOTCH PLAN �1 SIMPSON HDU 1 OR 2 �A 1 OR 2 --- -- BEAM AS REQUIRED HOLD-DOWN " _ --- SIMPSON HDU ANCHOR PER PLAN PROVIDE SOLID FLOOR JOISTS/BEAMS HOLD-DOWN �. ANCHOR PER PLAN HDU ANCHOR BOLT — — SQUASH BLOCKS BEYOND PER PLAN A BETWEEN -- W H — THRU BOLT INSTALL ADDITIONAL — _ DROPPED GIRDER HERE TWO FLUSH --- ._- BEAMS WITH HDU'S BEAR DROPPED PSL PER PLAN, FASTEN TO HDU ANCHOR SIMPSON HDU -- — AND UNDERSIDE OF — ON DROPPED PSL: NOTCH INTERSECTING PSL WITH SIMPSON BOLT INTO LVL ANCHOR @ LVL — -- - — SUBFLOOR AS - BOTH FLUSH BEAMS AS HHUS410 FACE MT. HANGER PER PSL LVL PER PLAN --���/ \ v` _ — : `— FASTEN LVL TOE-- — REQUIRED REQUIRED FOR WASHER — INSTALL 1/4"THICK / LVL PER PLAN —�. BEAM W/SIMPSON TO COVER BOTH 3"DIA. MIN. STEEL — FASTEN LVL TO HGUS FACE MT. WHERE DROPPED WHERE DROPPED BEAM IS STEEL: BEAM IS DOUBLE 3x DROPPED PSL PER PLAN TIMBER PILE PER PLAN WASHER @ LVL POST(MATCH SAN HANGER THROUGH-BOLT HDU WITH GAP BETWEEN, THROUGH-BOLT OPTION 1 OPTION 2 OFFSET HDU END-POST SPEC OFFSET HDU TO — BOLT INTO TOP PROVIDE 3/4"A36 BOTH PSUS W/3/4"0 —�—- --DETAIL LINO ON PLAN) SIM. BM. DETAIL FLANGE, OR FIELD 1 GALV. PLATE, A307 GALV. BOLT TO OPTION 2 WELD BOLT TO THROUGH-BOLT HDU 3/4"THICK GALV. A FLANGE. BOLT INTO PLATE SQUARE WASHER, TO DROPPED PSL PER PLAN, NOTCH HDU TO A-A FASTEN PL. TO 3x WITH MATCH BEAM WIDTHS. PILE AND THROUGH-BOLT PER DROPPED BM. 5/16"0 LAG SCREW FASTEN PL. TO TYPICAL DETAIL DETAIL DROPPED GIRDER W/ 5/16"0 LAG SCREW 4 TYPICAL HDU INTO LVL DETAIL 5 PSL TIE-DOWN DETAIL r6 INTERSECTING PSL ANCHOR DETAIL S300 3/4"=V-0" S300 1"= 1'-0" S300 1"= V-0" PROJECT _ THE OLD MILL MATTITU C K FULL PANEL APA RATED SHEATHING REFER TO PLANS FOR GRADE AND THICKNESS BLOCKING BETWEEN RAFTERS AT WALL FRAMING NAIL SHEATHING TO NAIL SHEATHING TO HDR. \ A HDR. W/8d @ 3"x3"GRID (TYP.) \ . W/8d @ 3"x3"GRID(TYP.) ty- • \ 8d NAILS AT 4' O.C. EDGE NAILING NEW LVL HDR. / �• � / / NEW LVL HDR. IN PERIMETER AREA w (SEE EXTEND HDR. LU PLAN) TO NEW 2x6 TOP PL. /\ OUTSIDE STUD \ W NAIL NEW 2x6 TOP PL. w TO HDR.W/2 ROWS NAIL '\ OF 16d NAILS @ 6"oc TO HDR. W/2 ROWS NEW SIMPSON OF 16d NAILS @ 3"oc a 5775 WEST MILL ROAD LSTA24 NEW SIMPSON LSTA24 • \ o MATTITU C K, NEW YO R K HDR.-TO-STUD STRAP HDR.-TO-STUD STRAP v ON INSIDE OF WALL ON INSIDE OF WALL \ \\ \ SEGMENT SEGMENT 1/2 PANEL APA RATED SHEATHING NEW(2)2x6 NEW(2)2x6 REFER TO PLAN FOR GRADE \ \� Na. REVISION/ISSUE DATE STUD STUD AND THICKNESS (TYP.2x) (TYP. EA. SIDE) �\ \. 0 PERMIT SET 10/25/2022 PROVIDE BLOCKING AT SHEATHING SNAIL 1/2"CDX HEATHING TO AYWOOD NAIL 1/2"CDX PLYWOOD EDGE IN PERIMETER EDGE AREA 1 UPDATED PERMIT SET 1/3/2023 FRAMING MEMBERS W/8d SHEATHING TO ALL .\ 2 PILE LAYOUT&1ST FLOOR UPDATE 6/5/2023 @ 3"oc(TYP.) FRAMING MEMBERS W/8d ` • 3 DECK ELEVATIONS CORRECTION 6/29/2023 @ 3"oc(TYP.) •\ • \ SIMPSON HOLD DOWN NEW(2)P.T.2x6 SILL PL. 8d NAILS AT 6"O.C. FIELD NAILING IN PER PLAN TYP. SEE PERIMETER AREA \ \\ 8d NAILS AT 12"O.C. PANEL FIELD DETAILS FOR HDU TO -n— SIMPSON HOLD DOWN PER TYPICAL -- DROPPED PSL PER PLAN, FASTEN TO DROPPED BEAM DETAIL / PLAN TYP. SEE DETAILS FOR INTERSECTING PSL WITH SIMPSON NEW(2) P.T.2x6 SILL PL. LA HDU TO DROPPED BEAM HHUS410. \ \ HHUS410 FACE MT. HANGER PER PSL DETAIL \ __ NEW 5/8"DIA.ASTM F1554 HEADED ANCHOR NEW 5/8"DIA.ASTM • \ \ �— ^— THROUGH BOLTS F1554 HEADED ANCHOR \ -_ — 1-- — TIMBER PILE PER PLAN THROUGH BOLTS .�\ •\ 8d NAILS AT 6' O.C. EDGE NAILING PROVIDE SOLID EXISTING FLOOR JOISTS TYPICAL — SEAL IlE�, BLOCKING BENETH WALL TO REMAIN GIRDER PER PLAN DROPPED PSL PER PLAN, BEAR ON t SEE PLAN SEE PLAN U-PLATE AND THROUGH-BOLT WIDE BRACED WALL SEGMENT BRACED WALL SEGMENT FLANGE WITH TWO 3/4"0 A307 A I w GALV. BOLT \ ,�. DROPPED WF PER PLAN, PROVIDE TYP. INTERMEDIATE TYP. ENDWALL SEGMENT 4'-0" PERIMETER EDGE AREA U-PLATE AND THROUGH-BOLT PER BOA 084792 WALL SEGMENT 4/S301 PESS% 7 TYPICAL PORTAL FRAME DETAIL 8 TYPICAL PLYWOOD ROOF DIAPHRAGM 9 INTERSECTING GIRDER DETAIL S300 1/2"=V-0" S300 1/2"= 1'-0" S300 1"= V-0" STRUCTURAL DETAILS DWG BY:MOB P.I.C.: GKS SCALE: As indicated %f 3 0 0 PROJECT NO.:21222 az anF,=inaars LAPLLSOL PL.,ING OVER RIM, structural engineers WALL SOLE PL., &WF -y�-- 4 NAILER AS SHOWN, NAIL W/ 488 Montauk Ave. 460 Summer St.,Suite 411 2250 Main St. 10d @ 6 OC (3 NAILS @ 6 Ni�v Londoi i.C I Stamt ;''!.Cl ;tc otd t 1', OC INTO RIM BOARD) (860)437-3259 (860)437-3259 (978)294-8806 FLOOR FRAMING ABOVE P.T. POST PER PLAN PER PLAN & EXISTING NOTICE:THESE DOCUMENTS ARE PROTECTED UNDER A 4 4.4 CONDITIONS COPYRIGHT©2017.THESE DRAWINGS OR ANY INFORMATION SIMPSON A35 S.S. CLIP ANGLE CONTAINED HEREON,SHALL NOT BE DUPLICATED IN PART OR EACH SIDE OF POST(2 TOTAL H2.5A STAINLESS STEEL WHOLE FOR ANY OTHER PROJECT, LOCATION,SITE,OR OWNER, PER POST) PORCH FRAMING/DECKING PER PLAN i HURRICANE TIE AT EACH WITHOUT THE WRITTEN PERMISSION OF e2 engineers.THESE UPPER DECK GIRDER PER PLAN WHERE PERPENDICULAR GIRDER JOIST TO DROPPED GIRDER DRAWINGS SHALL REMAIN THE PROPERTY OF e2 engineers. \ DOES NOT ALLOW PILE SEAT CUT, • UPPER DECK JOIST PER PLAN, PROVIDE MTS12 STAINLESS STEEL _ - IL FLOOR FRAMING ABOVE i FASTEN TO GIRDER W/ TWIST STRAP INSTEAD �I' NAILER OVER R TOP FLANGE PER PLAN & EXISTING UNLES Z S.S., TYPICAL CONDITIONS 1 UNLESS NOTED OTHERWISE LIFT PER PLAN THROUGH BOLTED WITH 3/4" F593B S.S. BOLT W/S.S. 2 48"OCSTAGGERED LT @ H2.5A STAINLESS STEEL WASHER/NUT PORCH FRAMING/DECKING S301 _ WEB BLOCKING&5/8"0 HURRICANE TIE AT EACH JOIST TO DROPPED i TIMBER PILE PER PLAN, NOTCH PER PLAN I i I SIM. GIRDER CUT PILE AS SHOWN TO OC STAGGERED A307 GALV. BOLT @ 48" (4) 3/4 DIAMETER F593B S.S. PROVIDE SEATS - - Cl' NEW GALV. STEEL A SPACE BOLTS FROM EACH ___ - - __ _ ` (V N ® GIRDER PER PLAN '' 3/4"X 10"WIDE GALV.A36 OTHER, SET 4"FROM LUMBER I r,LIFT FRAMING PER EDGE TYPICAL LOWER DECK GIRDER PER PLAN --\ CAP PL. it 2/S101 \ NOTCH CUT PILE TO FIT 3/8"X 6"WIDE GALV.A36 SIDE PT GIRDERS PLATES WITH (2)3/4 0 A307 I PILE PER PLAN TYP. NOTCH AS REQ'D { GALV.THROUGH-BOLTS NEW TIMBER PILE SEE FOR GIRDER SEAT&STAINLESS STEEL PLAN FOR LOADING AND LOWER DECK JOISTS/DECKING NEW TIMBER PILE SEE LOCATION PER PLAN FASTEN TO GIRDER W/ THROUGH-BOLT AS SHOWN TYP PLAN FOR LOADING AND LUC210Z S.S. 1/4" LOCATION 1 UPLIFT PILE_CONNECTION DETAIL 2 TIMBER PILE BEAM CONNECTION GRID 4 3 LIFT SUPPORT FRAMING 4 STEEL TO PILE CONNECTION S301 3/4"= 1'-0" S301 1/2"= 1'-0" S301 3/4"= 1'-0" ROOF RAFTERS PER PLAN. 6X6 P.T.x 14" LG. TYP. 5x. RIP INSTALL HURRICANE CLIPS AT LIMITS OF UPPER SHEARWALL-REFER TO PLAN ALL BEARING LOCATIONS. REFER _ 6X6 TO FIT BM/P L'S AS RE 'D TO ROOF FRAMING PLAN FOR CLIP SPEC PROVIDE SOLID 2x BLOCKING AT ALL HORIZONTAL ADJOINING PANEL EDGES 2 / \ NAIL PANEL EDGE TO BLOCKING PER SHEARWALL SCHEDULE. PLYWOOD SHEARWALL SHEATHING WALL ABOVE PER PLAN PER SCHEDULE-TYP. \ I I I 1/2"A36 GALV. U-PLATE, THROUGH-BOLT PSUS &6X6 END POST PER SHEAR I I THROUGH-BOLT TO FLUSH BM. WITH (2)3/4"0 A307 GALV. WALL SCHEDULE-TYP. \ 2x STUDS 2x STUDS W/3/4"0 A307 GALV. BOLT BOLT PER 6X6, 10 BOLTS TOTAL \ AT 16"O.C. AT 16"O.C. I I EACH, 5/16"0 LAG SCREW INTO — — TOP OF EACH PSL(CENTERED FASTEN PSL W/SIMPSON HHUS SIMPSON HOLD DOWN — _ — -E y — — \ OVER PSL), 6" MIN. GALV. HANGER TYPICAL ANCHOR PER SW SCHEDULE — i I PENETRATION TYP. P.T. PSL PER PLAN PROVIDE POST BELOW TO I I o \ MATCH END POST FROM T.O. DECK SHEARWALL ABOVE I I (1ST FLOOR) 7 DROPPED PSL CONNX. DETAIL \\\ \ RIM BOARD TYPICAL `\ \ CENTER PLYWOOD VERTICALLY FLUSH BEAM PER PLAN PROJECT BOARD-TYP 3 -0 THE OLD MILL \ { b JOISTS PER PLAN \ DECK EDGE BEAM PLYWOOD FLOOR DIAPHRAGM — \ \ \ `r I PER PLAN Xr. � o MATTITUCK OPNG. 'AT 96"O C.\ PROVIDE SOLID 2x BLOCKING AT i — SIMPSON ACE POST CAP OPNG. \ �� ALL HORIZONTAL ADJOINING Q I \ PANEL EDGES, NAIL PANEL EDGE O DIAG.DECK SIMPSON HOLD DOWN \ SCHEDULE PER SHEARWALL I BRACE PER i ANCHOR PER SW SCHEDULE I \ DROPPED GIRDER PER PLAN SCREW DIAG. BRACE INTO DECK EDGE BM.W/3/4"DIA. \ - PER DETAILS .TO PILE o \ x 6" LG. GALV. LAG SCREW. COUNTERSINK DIAG. BRACE SHOWN LIMITS OF LOWER SHEARWALL-REFER TO SCHEDULE \ \ BEAM PER 5/8" LAG SCREWS AT 48"O.C. ' PLAN AND DETAILS 11 DECK POST PER PLAN 5775 WEST MILL ROAD S301 MATTITUCK, NEW YORK 5 TYPICAL WOOD SHEARWALL 2 - STORY 6 FLUSH BM. - DROPPED GIRDER TYP. BRACE DETAIL S301 1/4"= 1'-0" S301 3/4"= V-0" No. REVISIONASSUE DATE 0 PERMIT SET 10/25/2022 1 UPDATED PERMIT SET 1/3/2023 2 PILE LAYOUT&1ST FLOOR UPDATE 6/5/2023 B A 3 DECK ELEVATIONS CORRECTION 6/29/2023 EXISTING TIMBER POST TO BE CUT FOR BUILDING LIFT OPERATION,CUT WITH SHIPLAP JOINT AS SHOWN r__ _ _ CV NEW 1/4"x8"x1'-8"A36- STEEL PL. EACH SIDE OF SPLICE (CENTERED WITH POST AS SHOWN) i I Q FRAMING/DECKING I I ABOVE PER PLAN THROUGH-BOLT O SHIPLAP SPLICE WITH I i NEW(2)3/4"0 A307 I ( A SEAL NE�y�, ^ TIMBER PILE PER BOLT I � I ' PLAN TYPICAL L'_ __ _ iv � O � — FLOOR FRAMING ABOVE U O � � PER PLAN &EXISTING �.•----- s B A CONDITION ' (2)3/4"0 STAINLESS NEW WOOD POST S 2 EXTENSION TO MATCH z r STEEL BOLT TYP.AS I H2.5A STAINLESS STEEL SHOWN EXG.TIMBER POST --- ---- -• h �� HURRICANE TIE AT EACHDIMENSI �Q �8479'Z SHIPLAPONS, CUT WITH JOINT AS SHOWN JOIST TO DROPPED GIRDER ���FESS%D�p~ le 3/4"0 STAINLESS ° Un ' STEEL BOLT TYP.AS BLOCK B JOISTS W/ - --- - SHOWN 2x6 P.T. FLAT AS (2)3/4" DIAMETER F593B S.S. B/W \ ( _ ' SHOWN, LAG SCREW BOLT W/S.S. WASHER/NUT -- ----- -- (2)3/4"0 STAINLESS STEEL BOLT TYP.AS THROUGH NEW POST NOTCH CUT PILE TO FIT — S SHOWN EXTENSION AS SHOWN PT GIRDERS a Misr-. W/(2) 1/2"0 LAG SCREW NEW FLOOR z z NEW TIMBER PILE SEE { WHERE TWO DROPPED O O TOP OF WATER AT FRAMING & PLAN FOR LOADING AND GIRDERS MEET AT PILE, STRUCTURAL DETAILS Cj�, p\ HIGH-TIDE OR GRADE, "c) Cl) CENTER OVER PILE AS ` WHICHEVER IS HIGHER, DECKING PER PLAN A_A B=B LOCATION SHOWN AND BOLT W/2 GC COORD. BOLTS PER GIRDER,4" 4" DIMENSIONS SHOWN.FOLLOW NOTE: CENTER OF SPLICE TO BE 18" 5" MIN. A 4 WHERE DROPPED GIRDER IS MAXIMUM ABOVE TOP OF SUBFLOOR DECK 2" 2" CONTINUOUS OVER PILE, CV P.T. 3x8 CROSS- BRACE ONLY 2 BOLTS 10 11 DROPPED P S L G I R D E R DETAIL A_A CENTERED OVER PILE. DWG BY:MOB _ 9 PILE BRACING DETAIL POST SPLICE DETAIL P.I.C.: GKS S301 S301 3/4 - 1 0 1"=1'-0" S301 3/4"= 1'-0" SCALE: As indicated S301 PROJECT NO.:21222 fir ..,�.:„ ,,r.....:..,.:,. FIFE- EGRE55 CALCULATIONS PROJECT DATA ArcActofRecord: AS PER TABLE 1004.5 OF THE 2020 NEW YORK STATE BUILDING CODE,OCCUPANCY LOADS ARE AS FOLLOWS: ADDRESS: 5775 W MILL RD,MATTITUCK,NY 11952 elk SECTION BLOCK LOT: 1000-106.00-06.00-003.000 J M" 2 FIRST FLOOR � s w �FAT ZONING: TOWN OF SOUTHOLD MARINE II(MII) PqG� USE: FIRST FLOOR RESTAURANTBAR,SECOND FLOOR LIVING QUARTERS r ASSEMBLY(TABLES/CHAIRS) 800 SF/ 15 SF/OCC = 53.3 OCCUPANTS (� , _ ��p�s OCCUPANCY CLASS: A-2 t R-2(I HOUR FIRE SEPARATION REQUIRED) R�✓ ITECTUREPic COMMERCIAL KITCHEN 300 SF/200 5F/OCC = 1.50 OCCUPANTS CONSTRUCTION CLASS: 4(HEAVY TIMBER) 5B(UNPROTECTED WOOD FRAME) TOTAL= 54.8(55)OCCUPANTS T9 `;�F� SITE AREA: 0.124 ACRE(5401.44 5f) SECOND#THIRD FLOORS JM2 ARCHITECTURE,PC LIVING QUARTERS 1,482 SF/200 SF/OCC= 7.41 OCCUPANTS /�'S ED SOFT: 3,080 / / = _ % SCOPE OF WORK: I)BUILDING LIFT�GUT RENOVATION ,,. 2410 NORTH OCEAN AVENUE ACCESSORY STORAGE 685 SF 300 SF OCC 2.28 OCCUPANTS I OCCUPANTS RECREATION ROOM % ``�, �" .. . ���•:. �;�,itittr:.k.Cree� _.�, � SUITE 300 TOTAL- 9.69( 0) eat,rc a- fARMINGVILLE, NY, 11738 T 63 I.320.3305 F IN ACCORDANCE W/SECTION 1005 3.2 Of THE NYSBC,MINIMUM EGRESS WIDTH REQUIRED SHALL BE AS FOLLOWS: 8 631.320.3307 FIRST FLOOR= 55 OCCUPANTS x 0.15 =8.25" 3'-0""MIN.WIDTH,(2)EXITS PROVIDED SECOND t THIRD FLOORS 10 OCCUPANTS x 0.15 = 1.5% 3'-0""MIN.WIDTH,(I)EXIT PROVIDED ' ,� _ f::, Applicant: J F r{;tuck r sr{r-, .' ai;�ii Anthony Martignetti r 8 East 92nd St,Apt 3 TRAVEL DISTANCES �Nau 4le�D� p : A 250 FT SPRINKLERED N, New York,NY 10128 IN ACCORDANCE W/SECTION I OOG,2.1 OF THE NYSBC: O 36"x 80" - A9attituct .;;:-; t. :...•, (917)535-3777 T MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE= 125' ea Cc�?terL�3k F�cc ey ,�:: R 2 WITH ONE EXIT-M Architect t om ; a t x o � � tntet i.7arirl� �'' . `°. of Record P7 �LdU'1C`sa2tnrk �� c. Matlflkk,NY11952 , JM2 Architecture,PC BATHROOM �a El HALL Nick e 2410 North Ocean Ave.Suite 300 Farmmgvdle,NY 1173 EDv SUBJECT ( 3 ) 20-3305 ' UP LAUNDRY/STORAGE oT . � . 613 PROPERTY Structural Engineer: C�uper.Firm E2 Engmeers . . . . 488 Montauk Ave New London,CT 06320 ® � . •, ROOFED OVER ' ( 6 ) 37 3259 804 PATIO BELOW BEDROOM ' BATHROOM :~ MEP Engineer: "r. Emtec Consulting Engineers DPC oCL. 3555 Veterans Memorial Hwy,Suite M Mi41 Etrsa:Rre erne v x, CL. I Ronkonkoma,NY 11779 I SHELVES ^I (631)356-217G KEY MAP IV N ,T,�, Surveyor: . ' � 1 Nathan Taft Corwin III x 80 30 x 0 L,-, 158G Main Road, (V am �! � e small Goal v � 75'TRAVEL DISTANCE< 125' (G31) 27rt,-2 11947 z GENERAL BUILDING NOTES (631)727 2090 o BEDROOM BEDROOM 1.ALL WORK SHALL COMPLY WITH THE'2020 NEW YORK STATE CODE"AND ALL OTHER CODES OF ALL AUTHORITIES HAVING JURISDICTION. Project Name w 2.ALL SUB-CONTRACTORS SHALL CHECK,VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND REPORT ANY DISCREPANCIES To THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK. �] m 3.ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION Of A.S.T.M. / W Mill I�� SPECIFICATIONS. 4.WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS AND DETAIL DRAWINGS OVER SMALL SCALE DRAWINGS. C� 5.THERE SHALL BE No PROCESSES TO BE CONDUCTED IN THE BUILDING THAT WILL PRODUCE AIR CONTAMINATES WHICH MAY BE INJURIOUS TO THE HEALTH OF RESIDENTS. Project Address G. ELECTRICAL RECEPTACLES,LIGHTS AND OTHER EQUIPMENT SHALL CONFOR9 TO CODES HAVING JURISDICTION. 5775 W Mill Rd, 7.TENANTS AND OWNERS SHALL BE FULLY AWARE OF AND CONFORM TC ALL REQUIREMENTS Of THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. Second Floor- E reS5 3 8. NO LOCKS OR FASTENINGS TO PREVENT FREE ESCAPE FROM INSIDE OF ANY BUILDING, M attltuck, NY 11952 9. CONTRACTOR MUST COMPLY WITH APPROVED WORKING DRAT ZINGS AtdD REQUIREMENT SHEETS. NO DEVIATIONS SHALL BE PERMITTED EXCEPT BY 3/ 1 611 - I I-�II �- I WRITTEN APPROVAL OF TOWN BUILDING DEPARTMENT. Project Type 10.ALL C$D MATERIALS EXPORTED FROM THE SUBJECT PARCEL SHALL BE TRANSFERRED TO AN APPROVED NYSDEC FACILITY,LOAD/TRANSFER TICKETS TO BE RETAINED AND COPIES PROVIDED TO THE TOWN OF SOUTHOLD IF REQUIRED FOR THE RECORD, GENERAL NOTES Lift Renovation COUNTER W/UNDERCOUNTER FRIDGE I. TOWN OF SOUTHOLD DATUM NAVD 88 Revisions 2. ALL ROOF DRAINS SHALL BE PIPED TO DRAINAGE SYSTEM WITH MIN, G"DIA. PVC 5DR 35 PIPE, Design Development 03-14-2022 3. CONTACT THE ENGINEERING INSPECTOR AT LEAST 48 HOURS PRIOP,TO START OF ANY WORK.WORK PERFORMED WITHOUT INSPECTION SHALL BE Revised per Owner 04-1 1-2022 CERTIFIED TO THE TOWN ENGINEER'S SATISFACTION AT APPLICANT'S EXPENSE." 4. COORDINATE AND COMPLETE ALL UTILITY RELOCATION`^. ALL UTILITIES SHALL BE INSTALLED BELOW GRADE. Revised per Owner 04-21-2022 ' 5. PLACEMENT OF FILL,INSTALLATION OF RETAINING WALLS, DUMPIN(,OF MATERIAL,EXCAVATION,MINING,OR SIMILAR DISTURBANCE OF LAND REQUIRES AN Kitchen revised per Owner 06-16-2022 6=4 ' OPEN APPROVED SITE PLAN. COMMENCEMENT OF ANY ACTION OF T"ff ABOVE WITHOUT APPROVAL IS PROHIBITED AND SUBJECT TO LEGAL ACTION. Updated w/5eatmg Layout 07-20-2022 ' KITCHEN G. ALL EXISTING OR PROPOSED SUBSURFACE ELECTRIC,TELEPHONE OR CABLE SERVICES SHALL BE INSTALLED IN APPROPRIATE CONDUIT SLEEVES WHEN RCVlsed Seating Layout 08-1 1-2022 PERMANENT,IMPROVED SURFACES ARE PROP05FD OVER THE ROUTING PATH. r _ s e ' 7. ALL RECYCLED PORTLAND CEMENT CONCRETE AGGREGATE(RCA)AND FILL MATERIALS ARE TO BE FROM AN APPROVED SOURCE. RECYCLED PORTLAND Revised per SCDHS Food Control 09 12 2022 CEMENT CONCRETE AGGREGATE IS TO BE CERTIFIED. DOCUMENTATION IS TO BE PROVIDED SHOWING THAT THE MATERIAL OBTAINED IS FROM A NYSDEC Plans Rewsed per Owner 09-28-2022 ' REGISTERED OR PERMITTED CONSTRUCTION AND DEMOLITION(CAD)DEDR15 PROCESSING FACILITY A5 SPECIFIED IN SECTION 360-16.I OF GNYCRK PART 360, Lighting Plans Revised per Owner 10-14-2022 ' b ' "SOLID WASTE MANAGEMENT FACILITIES"." Lighting Plans Revised per Owner 10-21-2022 C\J8. CONTRACTOR MUST COMPLY WITH APPROVED WORKING DRAWNG5 AND REQUIREMENT SHEETS. NO DEVIATIONS SHALL BE PERMITTED EXCEPT BY WRITTEN v ' APPROVAL Of TOWN BUILDING DEPARTMENT. Construction Documents 1 1-02-2022 ' z 3ATH I ' 9.THE SOUTHOLD SUBDIVISION AND LAND DEVELOPMENT REGULATIONS SHALL BE FOLLOWED. Revised and Resubmitted to Town 2-15-2023 ' Q 10.THIS 51TE PLAN IS BASED ON A SURVEY PREPARED BY NATHAN TAFT CORWIN III LAND SURVEYOR DATED JUNE 2, 2021. Issued to Owner for Review 3-15-2023 � I DW Rewsed and Resubmitted to Town 5 17 2023 W DRAWING L15T Rewsed and Reissued 6-26-2023 ' � , Rewsed and Reissued to Food Control 9-15-2023 �• o f T-I TITLE PAGE/EGRESS PLAN 5001 STRUCTURAL NOTES Revised and Reissued 9-26-2023 o Q E-1 A-I EXISTING FIRST FLOOR PLAN 5002 STRUCTURAL NOTESResubm tted to Town I0 26 2023 `° A-1.1 EXISTING SECOND FLOOR PLAN 5100 PILE LAYOUT PLAN ENTRY x ' A-2 PROPOSED FIRST FLOOR PLAN 5101 FIRST FLOOR FRAMING PLAN Food Control Approved 1120 2023 b BATH BATH HALL ' Revised and Reissued 112 12023 r G ' A-2.1 PROP05ED SECOND FLOOR PLAN 5102 SECOND*THIRD FLOOR FRAMING PLANS NJ A-3 REFLECTED CEILING PLANS 5200 STRUCTURAL SECTIONS Revised and Reissued 12-6-2023 DOCK ' DINING ' A-4 ELEVATIONS 5201 STRUCTURAL SECTIONS Rewsed and Re slued 129 2024 A-4.1 ELEVATIONS 5300 5TRUCTURAL DETAILS s .. A-5 SECTION 5301 STRUCTURAL DETAILS - I THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS ' r C � A-6 FOOD CONTROL PLAN SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY 0 97'TRAVEL DISTANCE< 250, A-7 AIR SEAL DETAILS*BATHROOM PLANS VAR - 6 2�24 UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A A-8 INTERIOR ELEVATIONS VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. ' ' UP A-9 ADA, INSPECTIONS,WINDOW SCHEDULE - - - •• STATE EDUCATION LAW. oil Ls w FOYER A-10 WINDOW*DOOR DETAILS A-10.1 WINDOW�DOOR DETAILS " WOOD DECK ROOFED OVER PATIO D-I fIR5T FLOOR DEMOLITION PLAN ' D-2 SECOND FLOOR DEMOLITION PLAN Drawing Title 0 0 0 X o BAR m NOTE5 PER 2020 ECC NY5 Title, Pa e / E re55 Plan � ! e ' O SECTION 403.1 NOT LE55 THAN ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM SCTM# 1000-106.00-06.00-003.000 BUILDING No: R403.3.3 DUCT TESTING(MANDATORY? DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY ONE OF THE FOLLOWING METHODS: JM2 No: 2022-0642 ROUGH-IN TEST:TOTAL LEAKAGE SHALL BE MEASURED WITH A PRE55URE DIFFERENTIAL OF 0.1 INCH W.G. (25 PA)ACROSS THE SYSTEM, INCLUDING THE 5CDH5 No.: C-21-0373 ' MANUFACTURER'S AIR HANDLER ENCLOSURE IF INSTALLED AT THE TIME OF THE TEST. REGISTERS SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST. 7573 P05TCON5TRUCTION TEST:TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 INCH W.G. (25 PA)ACROSS THE ENTIRE SYSTEM, ZBA No: DATE: 3/G/2024 � � � DN so ® � asiaENTRY x �► � � � J o INCLUDING THE MANUFACTURERS AIR HANDLER ENCLOSURE REGISTERS SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST. R403.5.1 HEATED WATER CIRCULATION AND TEMPERATURE MAINTENANCE SYSTEMS(MANDATORY) SEAL t SIGNATURE: DESIGNED BY: TF ' HEATED WATER CIRCULATION SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION R403.5.I.I.HEAT TRACE TEMPERATURE MAINTENANCE SYSTEMS SHALL BE 71 1 IN ACCORDANCE WITH SECTION R403.5.1.2.AUTOMATIC CONTROLS,TEMPERATURE SENSORS AND PUMPS SHALL BE ACCESSIBLE. MANUAL CONTROLS _ CHECKED BY: JM SHALL BE READILY ACCE551 BLE. R403.6 MECHANICAL VENTILATION(MANDATORY) �g �D gCti�� SCALE: As indicated RAMP RAMP THE BUILDING SHALL BE PROVIDED WITH VENTILATION THAT COMPLIES WITH THE REQUIREMENTS OF THE RESIDENTIAL CODE OF NEW YORK STATE OR DIN DN SLOPE 1:12 DN SLOPE 1:12 MECHANICAL CODE OF NEW YORK STATE OR NEW YORK CITY CONSTRUCTION CODE,AS APPLICABLE,OR WITH OTHER APPROVED MEANS OF VENTILATION. Q� �� � �•� DVvG No: OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM IS NOT OPERATING. DN --- - -' '_�--- R404.I LIGHTING EQUIPMENT(MANDATORY) * I NOT LESS THAN 90 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. Flrst Floor- Egress 2 R403.3.2 SEALING(MANDATORY) �s�q $945 DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED.JOINTS AND SEAMS SHALL COMPLY WITH EITHER THE MECHANICAL CODE OF NEW YORK STATE j� y� e 3/ 1 G11 = 1 I-OII I OR RESIDENTIAL CODE OF NEW YORK STATE,OR THE NEW YORK CITY CONSTRUCTION CODE,AS APPLICABLE. F NEB Architect of Record: / 14Jm' 2�� RdITECTUREpc JM2 ARCHITECTURE,PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11735 T 1631.320.3305 FI 631.320.3307 Applicant: Anthony Martignetti 5East92nd5t,Apt 3 — - — _—_ ------- --__—_--_____ _ New York,NY10128 (917)535-3777 Architect of Record: JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 Farmingvdle,NY 11738 (631)320-3305 Structural Engineer: I E2 Engmeers DEMOLISH ENTIRE EAST I 455 Montauk Ave WING OF BUILDING ( New London,CT 06320 (560)437-3259 � MEP Engineer: Emtec Consulting Engmeers DPC 111 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11773 (631)356-2176 II ` \\ / II EXISTING WALL S i y TO BE REMOVED UI"Ve Or: A I II \ / II I— / II I m Nathan Taft Corwin III L I II \/ II I I— / II I 1586 Main Road, =1 =_______ -�__�— ___ — — —I Jamesport,NY 11947 r �— -- = - --1 r———————— ————— - - - - - - �------ I (63 I)727 2090 F___ LO J LOJ Project Name u I I ' EXISTING 5775 W Mill Rd BATHROOMS It ' FIXTURES TO BE / I I ————- --- - ——————— I I REMOVED I I I Project Address ------ 57 75 WMill Rd I J L �I \ EXISTING MECHANICAL EXISTING WALL LI � r ————— —-1 � I 1 ROOMS TO BE REMOVED M a tt i t u c k, NY 11952 TO BE REMOVED I L.L� L—__ I I I I // \\ I I I Project Type �I —__ —,� Lift � Renovation ii �_-►� I I I I ( � NOTE:DEMOLITION WORK TO BE I I \ U DONE IN CLOSE COORDINATION I ——— _ 1 Revisions REFER TO WITH BUILDING LIFT (_NORTH WING OF BUILDING TO BE STRUCTURAL PLANS Design Development 03 14 2022' COMPLETELY DEMOLISHED t LAWFULLY Revised per Owner 04-I I-2022 DISPOSED OF _� I Revised per Owner 04-21-2022 Kitchen revised per Owner 06-16-2022 \ I Updated w/Seating Layout 07-20-2022 n \\ Revised per p 5CDH5 Food Control 09-12-2022 � I I Plans Revised per Owner 09-28-2022 r Lightmg Plans Revised per Owner 10-14-2022 Lighting Plans Revised per Owner 10-21-2022 J I Construction Documents 1 1-02-2022 I I 17 I I I I Revised and Resubmitted to Town 2-15-2023 Issued to Owner for Review 3-15-2023 l I Revised and Resubmitted to Town 5-17-2023 Revised and Reissued 6-26-2023 EXISTING FOYER EXISTING FIREPLACE CHIMNEY Revised and Reissued to Food Control 9 15 2023 / II TO BE REMOVED TO BE REMOVED I Revised and Reissued 9 26 2023 Resubmitted to Town 10-26-2023 Food Control Approved 1 1-20-2023 I I I I, Revised and Reissued 1 1-21-2023 I I \ I L— —————J ( \ III Revised and Reissued 12-6-2023 \ J-------- \ ll 2 I I I I I ( Revsedand Reissued 129 2024 A-2.0 J L — — ___ — — — — J L— — J THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS — = = = _ = — ---- — — — === _ ------ ' - - ---� SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A II �I VIOLATION OF SECTION 7209 SUB-DIV15ION 2 OF THE N.Y. \ II \ II STATE EDUCATION LAW. Drawing Title Demolition- f irst F loor First Floor - Demo I 5CTM# 1000-106.00-06.00-003.000 BUILDING No: /411 _ I I—oil D— I 501-15 No.: C-21-0373 JM2 No: 2022-0642 DEMOLITION NOTE 5 ZIBA No: 7573 DATE: 31G12024 5EAL It SIGNATURE: DESIGNED BY: TF I. CONTACTOR SHALL RECEIVE ALL APPLICABLE DISCONNECT LETTERS BEFORE REMOVAL ANY UTILITIES. 2. CONTRACTOR 15 RESPONSIBLE FOR MARK-OUTS AND NOTIFICATIONS TO UTILITY COMPANIES PRIOR TO WORK. CHECKED BY: JM 3. CONTRACTOR SHALL COORDINATE TO HAVE ALL BELOW GRADE UTILITIES MARKED OUT BEFORE EXCAVATION.CONTRACTOR 15 RESPONSIBLE FOR MARK-OUTS AND (1ED NOTIFICATIONS TO UTILITY COMPANIES PRIOR TO WORK. �g Chi SCALE: 114"= 1'-0" 4. CONTRACTOR SHALL REMOVE ALL EXI5TNG CONCRETE CURB AND ASPHALT IN ACCORDANCE WITH LOCAL LAWS. 5. CONTRACTOR SHALL REMOVE ALL DEMOLITION MATERIAL AND DEDRI5 FROM PREMISES IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE STATE OF -� DWG No: NEW YORK AND THE TOWN OF SOUTHOLD. G. CONTRACTOR SHALL LOCATE,SECURE,AND DISCONNECT AT SERVICE PANEL,ALL CIRCUITS AFFECTED BY DEMOLITION. * I 7. CONTRACTOR 5HALL BE RESPONSIBLE FOR ALL LABOR,SUPPLIES,AND EQUIPMENT NECE55ARY TO COMPLETE DEMOLITION. 8. CONTRACTOR SHALL REMOVE ALL EXISTING FLOORING. ALL GLUE RESIDUE AND ADHESIVE FROM EXISTING FLOOR SHALL BE GROUND DOWN IN PREPARATION FOR NEW FLOOR FINISHES. �rF O 3945 - D = 1dJ 9. ANY EXISTING VINYL WALL COVERINGS SHALL BE REMOVED AND ADHE51VE SANDED SMOOTH. F N 10. ALL EXISTING DOOR KNO55 AND HARDWARE SHALL BE REMOVED AND DISCARDED IN PREPARATION FOR NEW. REFER TO DOOR NOTES FOR SPECIFICATIONS. Architect of Record: IRC JM2ITEGTU REPO JM2 ARCHITECTURE,PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 1 1735 T 1631.320.3305 FI G31.320.3307 Applicant: Anthony Martignetti 8 East 92nd 5t,Apt 3 _______ ____ _ ______ _____ New York, NY10128 �r— _ _ -------I r-- -- _ _ ---� r-- _ _ ----,� (517)535-3777 Architect of Record: JM2 Architecture,PC II 1 1 I I I I 1 1 2410 North Ocean Ave.Suite 300 Farmmgvdle,NY 11738 DEMOLISH ENTIRE EAST I I I I (63 I)320 3305 4 I I WING OF BUILDING 1 1 I I ( Structural Engineer: E2 Engineers I I I I I A-8 j uu 455 Montauk Ave III I� I I I I hi New London,CT OG320 III III \ I ( -II I I III (860)437-3259 II I I II I I IIII TI Irr / ) � MEP Engineer: ————� // III III \\ — — � _ h N, I Emtec Consultmg Engmeers DPC r , I/ III III I r 7 \ I 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11775 (631)35G-2176 j l I I I j I Surveyor: Nathan T I I I I I I L— I I m in ,n III 55G Ma Road — I I I r— I I Jamesport,NY 11947 ----� �' — fT— - - - - - - - - � �= — — — — — (— —I (63 I)727 2090 ' I // \\ Project Name F T T T T 11 REMOVE LL L L II CASEWORK ► IIII I I REMOVE EXISTING ———— KITCHENETTE I IIII I I BATHROOM FIXTURES 5775 W Mill Rd EXISTING STAIRCASE TO BE REMOVED J L�\_ter III I Project Address 01 5775 W Mill Rd, --_-__`-_ ' Mattituck, NY 11952 --------------- IIII Project Type III 11 II► I I I I Lift Renovation I I z— -n I I —' ( Revisions Design Development 03-14-2022 / I Revised per Owner 04-1 1-2022 IIII / Revised per Owner 04-21-2022 IIII / Kitchen revised per Owner 06-16-2022 _J IL— Updated 4catmg Layout 07-20-2022 I Revised Seating Layout 08-1 1-2022 III I I Revised per SCDHS Food Control 09-12-2022 III ALL EXISTING WINDOWS TO I I Plans Revised per Owner 09-28-2022 BE REMOVED FOR Lighting Plans Revised per Owner 10-14-2022 REPLACEMENT Lightmg Plans Revised per Owner 10-21-2022 Construction Documents 1 1-02-2022 Revised and Resubmitted to Town 2-15-2023 Issued to Owner for Review 3-15-2023 Revised and Resubmitted to Town 5-17-2023 II EXISTING FIREPLACE III Revised and Reissued 6-26-2023 III — CHIMNEY TO BE REMOVED Revised and Reissued to Food Control 9-15-2023 III Revised and Reissued 9-26-2023 Resubmitted to Town 10-26-2023 = I L Food Control Approved 1 1-20-2023 _ _ I Revised and Reissued 1 1-21-2023 Revised and Reissued 12-6-2023 I � Revised and Reissued I-29-2024 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title Demolition- Second Floor Second Floor - Demo 1 I SCTM# 1000-106.00-06.00-003.000 BUILDING No: 1 /411 — 1 1-011 D 2 / SCDHS No.: C-21-0373 JM2 No: 2022-OG42 DEMOLITION NOTE 5 ZBA No: 7573 DATE: 31G12024 SEAL t SIGNATURE: DESIGNED BY: TF I. CONTACTOR SHALL RECEIVE ALL APPLICABLE DISCONNECT LETTERS BEFORE REMOVAL ANY UTILITIES. 2. CONTRACTOR 15 RESPONSIBLE FOR MARK-OUTS AND NOTIFICATIONS TO UTILITY COMPANIES PRIOR TO WORK, CHECKED BY: JM 3. CONTRACTOR SHALL COORDINATE TO HAVE ALL BELOW GRADE UTULITIES MARKED OUT BEFORE EXCAVATION.CONTRACTOR 15 RESPONSIBLE FOR MARK-OUTS AND NOTIFICATIONS TO UTILITY COMPANIES PRIOR TO WORK. SCALE: 114"= 1'-0" 4. CONTRACTOR SHALL REMOVE ALL EX15TNG CONCRETE CURB AND ASPHALT IN ACCORDANCE WITH LOCAL LAWS. 5. CONTRACTOR SHALL REMOVE ALL DEMOLITION MATERIAL AND DEBRIS FROM PREMI5E5 IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE STATE OF 9 DWG No: NEW YORK AND THE TOWN OF SOUTHOLD. G. CONTRACTOR SHALL LOCATE,SECURE,AND DISCONNECT AT SERVICE PANEL,ALL CIRCUITS AFFECTED BY DEMOLITION. * I 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LABOR,SUPPLIES,AND EQUIPMENT NECESSARY TO COMPLETE DEMOLITION. 8. CONTRACTOR SHALL REMOVE ALL EXISTING FLOORING.ALL GLUE RESIDUE AND ADHESIVE FROM EXISTING FLOOR SHALL BE GROUND DOWN IN PREPARATION FOR S>` NEW FLOOR FINISHES. �rF �F NED =2 ���Q` 9. ANY EXISTING VINYL WALL COVERINGS SHALL BE REMOVED AND ADHESIVE SANDED SMOOTH. 10. ALL EXISTING DOOR KNOBS AND HARDWARE SHALL BE REMOVED AND DISCARDED IN PREPARATION FOR NEW. REFER TO DOOR NOTES FOR SPECIFICATIONS. Architect of Record: JM2�� // ,I, RCS' ITE'C'TIJREPC JM2 ARCHITECTURE,PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11738 T 1631.320.3305 FI 631.320.3307 Applicant: _= Anthony Martignetti 8 East 92nd 5t,Apt 3 New York,NY 10125 (917)535-3777 Architect of Record: JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 Farmingvdle,NY 11735 (631)320-3305 Structural Engineer: KITCHEN E2 Engineers 458 Montauk Ave New London,CT OG320 (860)437-3259 MEP Engineer: Emtec Consulting Engineers DPC 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11779 (631)35G-217G Surveyor: Nathan Taft Corwin III 158G Main Road, Jamesport,NY 11947 0 0 (631)727-2090 UP Project Name BATH BATH 5775 W Mill Rd MECH. Project Address 5775 W M�II Rd, 0 Mattituck, NY 11952 Project Type MECH. Lift � Renovation Revisions Design Development 03-14-2022 DINING AREA BAR Q Revised per Owner 04-1 1-2022 Revised per Owner 04-21-2022 Kitchen revised per Owner 06-16-2022 Updated w5eatmg Layout 07-20-2022 Revised Seating Layout 08-1 1-2022 Revised per 5CDH5 Food Control 09-12-2022 Plans Revised per Owner 09-28-2022 FH Lighting Plans Revised per Owner 10-14-2022 Lighting Plans Revised per Owner 10-21-2022 Construction Documents 1 1-02-2022 a ReV15ed and Resubmitted to Town 2-15-2023 Issued to Owner for Review 3-15-2023 Revised and Resubmitted to Town 5-17-2023 Revised and Re155Ued 6-26-2023 Revised and R2155Ued to Food Control 9-15-2023 Revised and Reissued 9-26-2023 Resubmitted to Town 10-26-2023 Food Control Approved 1 1-20-2023 CL. FOYER Revised and Reissued 1 1-21-2023 Revised and Reissued 12-6-2023 Revised and Reissued 1-29-2024 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title EX15tln9 fir5t Floor Plan SCTM# 1000-106.00-OG.00-003.000 BUILDING No: SCDHS No.: C-21-0373 JM2 No: 2022-OG42 First Floor - Existing ZBA,No: 7573 DATE: 3I612024 11411 — logs I- ii SEAL 4 SIGNATURE: DE51GNED BY: TF CHECKED BY: JM SCALE: 114"= P-0" DWG No: * i � Ami F NEB Architect of Record: 4J M` 2 RC I T E CT U R E Pc JM2 ARCHITECTURE,PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11735 T I G31.320.3305 FI G31.320.3307 Applicant: Anthony Martignetti 8 East 92nd 5t,Apt 3 ----- New York,NY 10125 (917)535-3777 Architect of Record: JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 BEDROOM BEDROOM BEDROOM Farmingwlle,NY 11735 (G31)320-3305 Structural Engineer: E2 Engmeers 485 Montauk Ave New London,CT OG320 (8GO)437-3259 MEP Engineer: Emtec Con5ultmg Engmeers DPC CL. 3555 Veterans Memorial Hwy,5uite M Ronkonkoma,NY 11775 (G31)35G-217G CL. CL. CL. 5 u rveyo r: Nathan Taft Corwin III 155G Main Road, Jame5port,NY 11947 (G31)727-2090 0 DN Project Name HALL BATH 5775 W Mill Rd Project Address 5775 W Mill Rd, QUP Mattituck, NY 11952 Project Type '! Lift � Renovation RCV151on5 CL. Design Development 03-14-2022 RewSed per Owner 04-1 1-2022 Revised per Owner 04-21-2022 Kitchen revised per Owner OG-I G-2022 Updated w/5eatmg Layout 07-20-2022 Revised Seating Layout 05-1 1-2022 BEDROOM BEDROOM Revised per 5CDH5 Food Control 09-12-2022 Plans Revised per Owner 09-28-2022 Lighting Plans Revised per Owner 10-14-2022 Lighting Plans Revised per Owner 10-21-2022 Con5tructlon Documents 1 1-02-2022 Revised and Rewbmltted to Town 2-15-2023 Issued to Owner for Review 3-15-2023 RewSed and Resubmitted to Town 5-17-2023 Revised and Rei55ued G-2G-2023 Revised and Reissued to Food Control 9-15-2023 CL. ReVlsed and Rei55ued 9-2G-2023 Resubmitted to Town 10-2G-2023 Food Control Approved 1 1-20-2023 Revised and Reissued 1 1-21-2023 Rev15ed and Reissued 12-G-2023 Revised and Reissued 1-29-2024 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A VIOLATION OF SECTION 7209 5UB-DIV15ION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title EX15tln Second F loor . Plan Second Floor - Ex15tlnq 1 1 /�I = 1 1—gi A— I I 5CTM# 1000-IOG.00-OG.00-003.000 BUILDING No: `t 5CDH5 No.: C-21-0373 JM2 No: 2022-OG42 ZBA No: 7573 DATE: 3/G/2024 SEAL 4 51GNATURE: DE51GNED BY: TF CHECKED BY: JM RED SCALE: 1/4"= 1'-0" qy 0�p �.� DWG No: * I CP��r 394 A= 1 F F NEB 01 20-7 1/2" 12'-2 1/4" 31'-10 1/2" Architect of Record: LED STR P LIGHT -\ I I' 11 JM2 AAX4040-2 AAX4040-2 AAX4040-2 COUNTER, "x 45" i 97"x 48" 97"x 48° /4RC 9 CTECTUREPc WALL MOUNTED SCONCE LIGHTING 42.75"HEIGHT i ----- A5 SELECTED BY OWNER,72"HEIG T OPEN i - JM2 ARCHITECTURE,PC (TYP.ALL FIR5T FLOOR) KITCHEN i 2410 NORTH OCEAN AVENUE i SUITE 300 CID (SEE A 6) i FARMINGVILLE, NY, 11735 4 C9 o i ,, j T 631.320.3305 F� 631.320.3307 a3 i x , A-8 o , Applicant: Anthony Martignetti `�I 8 East 92nd 5t,Apt 3 � URE LIGHTS — — — - New York,NY 10128 z KITCHEN (917)535 3777 L o x I03 Architect of Record: MASTER LIGHTING I `D I MOP SINK t MOP JM2 Architecture,PC CONTROLS m HOOK W/51DE 2410 North Ocean Ave.5u�te 300 BATH - I'-4 3/4" 101 1/4" N Lf 105 SPLASH GUARD Farmingwlle,NY 11738 o (631)320-3305 INTEGRATED LIGHTING NEW CABLE RAILINGS W/WOOD TOP RAIL o AT RAILING CORNER INTEGRATED LIGHTING AS SELECTED BY OWNER i SERVICE STATION, Structural Eng1 neer: PICTURE LIGHT STORAGE BELOW E2 Engineers 0 488 Montauk Ave BOAT BOAT BOAT _ _ _ v _ New London CT 0 2 CHARGER CHARGER CHARGER --- — m o - 63 0 3 0 _ WALL MOUNT BRACKETS (860)437-3259 A-7 0 o I FOR CONDENSER UNITS rc MEP Engineer: (2)2 GANG WEATHERPROOF BATH O Emtec Consulting Engmeers DPC 0 0 DINING 106 ° 3555 Veterans Memorial Hwy,Smte M ELECTRICAL BOX `° o 1 = ( , Ronkonkoma,NY 11779 ICI 7'-9 1/2" `� 4 3/4° 9' 10" 4 3/4" 3'7' 6' (63 I)356 2176 (3)2 GANG WEATHERPROOF N AFD050610 PICTURE LIGH I o SODA SYSTEM Surveyor: DOCK I ELECTRICAL BOX � m J �_ °' Nathan586 Main Road Corwin III A-5 `r LU r- m Jamesport,NY 11547 - — _ — _ — v — (631)727-2090 - — - — --r MASTER LIGHTING , , CONTROLS ST RVER I SITAR R PICTURE LIGHT ROPE —►I $ LED STRIP i I - Project Name x LIGHTING ROOFED OVER PATIO � 5775 W Mill Rd WOOD DECK 30"x 80" TOP OF DECK AFD0506 10 I A 8 3 3'-0' 5/5"TYPE X ELEVATION +73 AFD026610 SHEETROCK BOTH i SIDES(UL 305) Project Address 2 5775 W Mill Rd N i LED STRIP LIGHTING o , --BENEATH BAR o o x Mattituck, NY 11952 0 i x o in TABLE SEATING 0 �� r --- r— Cv c m � (22 SEATS) ,�' BAR(I 0 SEATS) i i x - o � N II (5EE A-5),` i Q Project Type FIRST FLOOR N AFD0506 I 0 ELEVATION +10.0' i� km L.- Lift Renovation DN up Revisions rn — (2)2 GANG WEATHERPROOF Design Development 03-14-2022 ELECTRICAL BOX LED STRIP LIGHI ING Nil Revised per Owner 04-1 1-2022 BENEATH BAR CN ENTRY CO o (BOTH 51DES) Revised per Owner 04-21-2022 BAR Ln Kitchen revised per Owner 06 16 2022 FI-2 o N Updated w/Seating Layout 07-20-20 22 o AFD050610 HOST "' o WOOD BURNING Revised Seating Layout 08-1 1-2022 FIREPLACE ~ `9 30"x 54" 30"x 54" Revised per SCDHS Food Control 09-12-2022 Plans Revised per Owner 09-28-2022 30 Lighting Plans Revised per Owner 10-14-2022 CLDH2646 CLDH2646 TCLDH2646 INTEGRATED LIGHTING DN low G'-0 1/2" 8'-0 1/2" 8'-0 1/2" 0-4 1/2" NEW CABLE RAILINGS W/WOOD Lighting Plans Revised per Owner 10-21-2022 Construction Documents 1 1-02-2022 AT RAILING CORNER 2 A5 SELECTED BY OWNTOP RAIL* ER LIGHTING Revsed and Resubmitted to Town 2-15-2023 A-2.011 RAMP SLOPE 1:12 UP 0 _ DN Jll 11 Issued to Owner for Review 3-15-2023 ReVlsed and Resubmitted to Town 5-17-2023 NEW CABLE RAILINGS W/WOOD TOP RAIL t 5'-8 I/4" 29'-0" 6'-0" Revised and Reissued 6-26-2023 INTEGRATED LIGHTING AS SELECTED BY OWNER. RAMP CONCRETE PAD Revised and Reissued to Food Control 9-15-2023 F'lrst Floor 1 PROVIDE LIGHTING BENEATH STAIR NOSING Revised and Reissued 9-26-2023 1 /Ll.11 = 1 1_011 �A-2•0) 38'-9 3/4" 261 Resubmitted to Town 10-26-2023 Food Control Approved 1 1-20-2023 *1 Ile Revised and Reissued 1 1-21-2023 Revised and Reissued 12-6-2023 Revised and Reissued 1-29-2024 -- THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7205 5UB-DIV15ION 2 OF THE N.Y. NEW CABLE RAILING5 WI WOOD TOP RAIL# STATE EDUCATION LAW. i INTEGRATED LIGHTING AS SELECTED BY OWNER IN Drawing Title FroP056d- First Floor o;rSoflo°r - — PARTITION SCHEDULE SYMBOL MARK DESCRIPTION SCTM# 1000-106.00-06.00-003.000 BUILDING No: 5EE STRUCTURAL PLANS FOR DECK ASSEMBLY PT 2x 10 BOARDS FASTENED TO 6"6 PT WOOD POSTS w - _; ;;; =^-_ EXISTING TO BE REMOVED SCDHS No.: C 2I 0373 JM2 No: 2022 0642 T.0. 021 Deck — — _ — — — PT 2x 10 FRAMING W/DECKING BOARDS ON TOP— — — - — — — - — APP�:OXIMATE GRAD 111- INTERIOR- EXISTING TO REMAIN ZBA No: 7573 DATE: 3/6/2024 EXTERIOR- EXISTING PARTITION 2"x 4" @ ;SEAL SIGNATURE —I r I I 1=1 II I IM I LFIT1.1 ! I.,—I ! I - - — DESIGNED BY: TF " . " " " "—" " , DEE „ " . , " —1- � � � 0AR � � � II � � ! 11116 O.C., 515TER AS NECESSARY TOWOOD POSTS ON 12"DIA.x 3'DEEP POURED CONCRETE— — 12"DIA.x 36"DEEP PC) D;I _I I I ! ! I I—BOARD SHALL BE BOLTED TO 12"THI N —I I — REPAIR ROTTED STUDS. NEW 3 I/2" RI 5 JM --SONOTUBE FOOTINGS,TYPICAL FOR ALL COLUMNS � � � IM M A — —I- —�- _ CK CO CRETE III- CHECKED BY: ( ( I ( � L _S P50N COLUMN B SE MODEL#CB66 FOR' CONCRETE 50NOTUD FOOTING_ PAD WI 1/2"THREADED ROD @ 12"O.0 FIBERGL IN5UL(K-15)it I"EP5 ED EVERY POST AND FOOTINGI i III III III III III III— I 1 ! I ! I III—f—I I I� I I I III III III III—III—I I , , , " , , , . , I III III III III i I ! III I 1 !—III ( CONTINUOUS INSULATION R-3.85 ��a cy SCALE: As indicated 1 _III III I I I—III III III I I Ml I I I I I I IMI —I I I 1=1 11 I I MI I 1=1 I I I I 1=1 I 1 1 I 1 I I I �11 I I I I I I I I I I I I I I I I I I I I I I I I I I1 11 I I I I I I1 I l I I I I I I I I I I I I I I I I I I ! I I 1 I 1 I I I I I I ( � � �I III III IIIIII II I I III--! I I III III III III III I I � Ml _ PROPOSED PARTITION, 2"x 4" @ I G"_ _ 11 I I 1 I I 1 I I 1 I 11111 III III III III III — _ I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I ! 1 I 11 I I—I DWG No: II i I I I 11 11111 1 I 11 I I 1 I 1 1 I I 1 I I 1 I I 1 I I 1 I ! 1 I ! I — — 11': O.C., SISTER A5 NECESSARY TO REPAIR I I IIIIII III III III I I I�! I i III III III III III III I i I�—III III IIIIII III I ROTTED STUDS. ,I EXTERIOR-3-1/2" RI 5 FIBERGLINSUL ;AMP SECTION 2 INSULATIONE(R 3.85)INUOUS s�qT �01 A= 2s0 0 394� x I� _ �_ �I A-2• BATHROOMS-WATER RESISTANT F NEB 1 I2 I O GYPSUM BOARD SOUNDPROOF W/5AFB C0N5TRUCTI0N N0TE5 SECTION R501 EX15T1 NG BUI LDI NG5 Architect of Record: A. GENERAL SECTION R501 EXISTING BUILDINGS I. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR, NOR HAVE CONTROL OR CHARGE OF CONSTRUCTION MEANS,METHODS,SEQUENCES,OR PROCEDURES,OR FOR R501.1 SCOPE SAFETY PRECAUTIONS OR PROGRAMS. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL EXISTING ELEMENTS DURING CONSTRUCTION THE PROVISIONS OF THIS CHAPTER SHALL CONTROL THE ALTERATION, REPAIR,ADDITION AND CHANGE OF OCCUPANCY OF EXISTING BUILDINGS AND STRUCTURES. J M AGAINST DAMAGE,BREAKAGE, DISTORTION,COLLAPSE OR MISALIGNMENT. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2020 NYS BUILDING CODE AND ALL LOCAL AUTHORITIES HAVING JURISDICTION. R501.1.1 ADDITIONS,ALTERATIONS,OR REPAIRS:GENERAL R� I T E C T U R E P 3. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE BEGINNING ANY WORK,AND SHALL REPORT ANY DISCREPANCIES TO THE ADDITIONS,ALTERATIONS,OR REPAIRS TO AN EXISTING BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL COMPLY WITH SECTION R502, R503 OR R504. UNALTERED ARCHITECT IMMEDIATELY. PORTIONS OF THE EXISTING BUILDING OR BUILDING SUPPLY SYSTEM SHALL NOT BE REQUIRED TO COMPLY WITH THIS CODE. 4. THE OWNER SHALL BE RESPONSIBLE FOR SUPERVISION DURING CONSTRUCTION. THE OWNER SHALL BE RESPONSIBLE FOR FILING AND SECURING ALL REQUIRED BUILDING PERMITS PRIOR TO THE START OF ANY WORK. R501.2 EXISTING BUILDINGS JM2 ARCHITECTURE,PC 5. ALL DEMOLITION MATERIAL SHALL BE REMOVED FROM THE 51TE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE TOWN OF BROOKHAVEN. EXCEPT AS SPECIFIED IN THI5 CHAPTER,THIS CODE SHALL NOT BE USED TO REQUIRE THE REMOVAL,ALTERATION OR ABANDONMENT OF, NOR PREVENT THE CONTINUED USE 2410 NORTH OCEAN AVENUE G. THE ELECTRICAL CONTRACTOR SHALL LOCATE AND DISCONNECT AT THE SERVICE PANEL,ALL CIRCUITS AFFECTED BY CONSTRUCTION. AND MAINTENANCE OF,AN EXISTING BUILDING OR BUILDING SYSTEM LAWFULLY IN EXISTENCE AT THE TIME OF ADOPTION OF THIS CODE. SUITE 300 7. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND DETAILS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. FARMINGVILLE, NY, 11735 R501.3 MAINTENANCE T 1631.320.3305 Fl 631.320.3307 B. STRUCTURAL BUILDINGS AND STRUCTURES,AND PARTS THEREOF,SHALL BE MAINTAINED IN A SAFE AND SANITARY CONDITION. DEVICES AND SYSTEMS THAT ARE REQUIRED BY THIS CODE I. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR#2(UNLESS OTHERWISE NOTED)875p51 Fb. SHALL BE MAINTAINED IN CONFORMANCE TO THE CODE EDITION UNDER WHICH INSTALLED.THE OWNER OR THE OWNER'S AUTHORIZED AGENT SHALL BE RESPONSIBLE FOR THE 2. WOOD THAT COMES IN CONTACT WITH MASONRY AND CONCRETE SHALL BE WOLMANIZED/PRESSURE TREATED. MAINTENANCE OF BUILDINGS AND STRUCTURES.THE REQUIREMENTS OF THI5 CHAPTER SHALL NOT PROVIDE THE BASIS FOR REMOVAL OR ABROGATION OF ENERGY Applicant: 3. JOISTS,RAFTERS AND BEAMS SHALL HAVE A MINIMUM OF 3"BEARING AT ENDS. CONSERVATION,FIRE PROTECTION AND SAFETY SYSTEMS AND DEVICES IN EXISTING STRUCTURES. Anthony Martignetti 4. EXTERIOR WALLS SHALL BE 2"x 6"WOOD STUDS @ 16"o.c. UNLESS NOTED OTHERWISE ON PLANS EXTERIOR SHEATHING SHALL BE 1/2" CDX PLYWOOD. 8 East 92nd St,Apt 3 INYI R501.4 COMPLIANCE New York,NY 10125 BUILDING COMPONENT SPECIFICATION LIST ALTERATIONS,REPAIRS,ADDITIONS AND CHANGES OF OCCUPANCY TO,OR RELOCATION OF, EXISTING BUILDINGS AND STRUCTURES SHALL COMPLY WITH THE PROVISIONS FOR (917)535-3777 ALTERATIONS,REPAIRS,ADDITIONS AND CHANGES OF OCCUPANCY OR RELOCATION, RESPECTIVELY, IN THIS CODE AND THE RESIDENTIAL CODE OF NEW YORK STATE,BUILDING ROOF ASSEMBLY CODE OF NEW YORK STATE,EXISTING BUILDING CODE OF NEW YORK STATE,FIRE CODE OF NEW YORK STATE,FUEL GAS CODE OF NEW YORK STATE, MECHANICAL CODE OF NEW Architect of Record: ROOF FLASHING: AS PER SECTION R905.2.8 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE,BASE AND CAP FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE YORK STATE, PLUMBING CODE OF NEW YORK STATE,PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NFPA 70. JM2 Architecture,PC MANUFACTURER'S INSTRUCTIONS,AND SHALL BE CORROSION RESISTANT SHEET METAL OF MINIMUM NOMINAL 0.019 INCH 2410 North Ocean Ave.Suite 300 R501.5 NEW AND REPLACEMENT MATERIALS Farmmgville,NY 11735 ASPHALT ROOF SHINGLE: AS PER THE 2020 NYS BUILDING CODE,ASPHALT SHINGLES SHALL HAVE SELF-SEAL STRIPS OR BE INTERLOCKING. FASTENERS FOR ASPHALT SHINGLES EXCEPT AS OTHERWISE REQUIRED OR PERMITTED BY THIS CODE,MATERIALS PERMITTED BY THE APPLICABLE CODE FOR NEW CONSTRUCTION SHALL BE USED. LIKE MATERIALS (631)320-3305 SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS,MINIMUM 12 GA.SHANK WITH A MIN. 3/8"DIA. HEAD.ASPHALT SHINGLES SHALL HAVE A SHALL BE PERMITTED FOR REPAIRS, PROVIDED THAT HAZARDS TO LIFE,HEALTH OR PROPERTY ARE NOT CREATED, HAZARDOUS MATERIALS SHALL NOT BE USED WHERE THE MINIMUM OF SIX FASTENERS PER SHINGLE. CODE FOR NEW CONSTRUCTION WOULD NOT ALLOW THEIR USE IN BUILDINGS OF 51MILAR OCCUPANCY,PURPOSE AND LOCATION. Structural Engineer: E2 Engineers UNDERLAYMENT:AS PER THE 2020 NYS BUILDNIG CODE,UNDERLAYMENT ON ROOF SLOPES 4:12 OR GREATER SHALL BE ONE LAYER AND APPLIED SHINGLE FASHION,PARALLEL TO SECTION R503 ALTERATIONS 485 Montauk Ave AND STARTING FROM THE EAVE AND LAPPED 2", FASTENED SUFFICIENTLY TO HOLD IN PLACE, END LAPS SHALL BE OFFSET BY 6'-0". ,PROVIDE A SELF-ADHERING POLYMER R503.1 GENERAL New London,CT 06320 MODIFIED BITUMEN SHEET IN LIEU OF 30#FELT AND EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT AT LEAST 24 INCHES IN51DE THE EXTERIOR WALL LINE. ALTERATIONS TO ANY BUILDING OK STRUCTURE SHALL COMPLY WITH THE REQUIREMENTS OF THE CODE FOR NEW CONSTRUCTION.ALTERATIONS SHALL BE SUCH THAT THE (860)437-3259 ICE BARRIERS SHALL BE 2 LAYERS APPLIED ALONG THE ROOF EDGES 24"IN51DE THE EXTERIOR WALL ON ROOF SLOPES UP TO 7:12,AND 36"ALONG THE ROOF SLOPE STARTING EXISTING BUILDING OR STRUCTURE IS NOT LESS CONFORMING TO THE PROVISIONS OF THIS CODE THAN THE EXISTING BUILDING OR STRUCTURE WAS PRIOR TO THE FROM THE EAVE ON ROOF SLOPES 8:12 AND GREATER. ALTERATION. MEP Engineer: Emtec Consulting Engmeers DPC VAPOR BARRIER:AS PER THE 2020 NEW YORK STATE BUILDING CODE, ROOF/CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE,A VAPOR RETARDER SHALL ALTERATIONS TO AN EXISTING BUILDING, BUILDING SYSTEM OR PORTION THEREOF SHALL CONFORM TO THE PROVISIONS OF THI5 CODE AS THEY RELATE TO NEW mte Veterans Memorial Hwy,Suite M BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION. CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTIONS OF THE EXISTING BUILDING OR BUILDING SYSTEM TO COMPLY WITH THI5 CODE. ALTERATIONS SHALL NOT Ronkonkoma,NY 11775 CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EXISTING BUILDING SYSTEMS.ALTERATIONS SHALL BE SUCH THAT THE EXISTING BUILDING OR STRUCTURE DOES (631)356-2176 NOTE: NOT USE MORE ENERGY THAN THE EXISTING BUILDING OR STRUCTURE PRIOR TO THE ALTERATION.ALTERATIONS TO EXISTING BUILDINGS SHALL COMPLY WITH SECTIONS CONTRACTOR SHALL REFER TO THE NAILING SCHEDULE AND DETAIL SHEET FOR ALL CONNECTION SPECIFICATIONS PERTAINING TO EXTERIOR WALL STUDS,RIM JOIST,FLOOR R503.I.I THROUGH R503.2. Surveyor: JOISTS,BRACING AND PLYWOOD SUB-FLOORING. Nathan Taft Corwin III [NJ R503.1.1 BUILDING ENVELOPE 1586 Main Road, Of 3I' 10 I/2° BUILDING ENVELOPE ASSEMBLIES THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION R402.1.2 OR R402.1.4,SECTIONS R402.2,1 THROUGH R402.2.13, Jamesport,NY 11047 6'-6" 9'-9" 9'-1 1/2" of 6'-6" R402.3.1, R402.3.2,R402.4.3 AND R402.4.5. (631)727-2090 30'-1 1" EXCEPTION:THE FOLLOWING ALTERATIONS SHALL NOT BE REQUIRED TO COMPLY WITH THE REQUIREMENTS FOR NEW CONSTRUCTION PROVIDED THAT THE ENERGY USE OF THE BUILDING IS NOT INCREASED: Project Name 30"x 54" 30"x 54" 30"x 54" EXISTING CEILING,WALL OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION PROVIDED THAT THESE CAVITIES ARE FILLED WITH INSULATION. TCLDH2646 TCLDH2646 TCLDH2646 75 W Mill Rd SECTION R504 REPAIRS R504.1 GENERAL BUILDINGS,STRUCTURES AND PARTS THEREOF SHALL BE REPAIRED IN COMPLIANCE WITH SECTION R501.3 AND THIS SECTION.WORK ON NONDAMAGED COMPONENTS Project Address NECESSARY FOR THE REQUIRED REPAIR OF DAMAGED COMPONENTS SHALL BE CONSIDERED TO BE PART OF THE REPAIR AND SHALL NOT BE SUBJECT TO THE REQUIREMENTS 5775 W Mill Rd, FOR ALTERATIONS IN THI5 CHAPTER. ROUTINE MAINTENANCE REQUIRED BY SECTION R501.3,ORDINARY REPAIRS EXEMPT FROM PERMIT,AND ABATEMENT OF WEAR DUE TO NORMAL SERVICE CONDITIONS SHALL NOT BE SUBJECT TO THE REQUIREMENTS FOR REPAIRS IN THIS SECTION. RECREATION ROOM Mattituck, NY 11952 T Q m Project Type CV Ln N Ln m U m - - Lift Renovation KITCHENETTE a l 30"ELECTRIC RANGE Revisions 505CHE 5HEM63W55N 24" W DISHWASHER Design Development 03 14 2022 Revised per Owner 04-1 1-2022 WATERPROOF ENTIRE FLOOR I' REF "LWJ Revised per Owner 04-2I-2022 UP WALLS W/BONDTAC 1500 PR03650G ® Kitchen revised per Owner 06-16-2022 TCLDH2646 Updated w/Seating Layout 07-20-2022 X4'O WATERPROOF ENTIRE FLOOR 36'x 80" 30"x 54" 4 SHOWER FULL HEIGHT WI Revised per 5CDH5 Food Control 09-12-2022 BONDTAC 1500 3'0" 5 DN 17 RISERS 6, Plans Revised per Owner 09-28-2022 OQ STAIR m 5/8"TYPE X SHEETROCK PROPOSED DTH-300 CYCLONE LIQUID Lighting Plans Revised per Owner 10-14-2022 FIXTURES t FINISHES AS BOTH SIDES(UL 305) PROPANE HOT WATER HEATER BY AO Lighting Plans Revised per Owner 10 21 2022 SELECTED BY OWNER BATHROOM o HALL SMITH,FOR RESTAURANT,SECOND FLOOR Construction Documents 1 1-02-2022 HALF BATH o OFFICES,AND EMPLOYEE KITCHENETTE Ln _ 36"x 50" (2)STACKED WASHER/ Revised and Resubmitted to Town 2-15-2023 o m DRYER COMBO Issued to Owner for Review 3-15-2023 LQX ;0 HWH Revised and Resubmitted to Town 5-17-2023 1 1 o LAUNDRY/STORAGE A-5 "' UP ❑ �0 q A-5 Revised and Reissued 6-26-2023 i4" -"T �r� X Revised and Reissued to Food Control 5-1 5-2023 30"x 80" MOP SINK ° WATERPROOF ENTIRE Revised and Reissued 9-26-2023 O a FLOOR It I'UP WALLS W/ BONDTAC 1500 J ATTIC J Resubmitted to Town 10 26 2023 m 071 Food Control Approved 1120 2023 L(7Lu Revised and Reissued 1 1-21-2023 ROOFED OVER o 9 BEDROOM :_ O Revised and Reissued 12-6-2023 - FIXTURES#FINISHES AS o I ATIO BELOW "' F— o WALL SCONCES w "' 0 o Revised and Reissued 129 2024 I I' I I" 5' 3'0° = SELECTED BY OWNEP, � BATHROOM \`�J THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS STORAGE AAX2426 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY IN UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. 28"x 30" DN STATE EDUCATION LAW. 24"x 80' SHELVES � � WATERPROOF ENTIRE x N o FLOOR t SHOWER FULL s, 71 HEIGHT WI 13ONDTAC 15 0 30"x 50" 30"x 80" OPEN ATTIC.REMOVE ALL Drawing Title x EXISTING NON-LPARTITION WALLS ING FroP056d- Second floor m o PARTITION WALLS BEDROOM YUYYYNYY�IYWWWY BEDROOM N P(an o � N N SCTM# 1000-106.00-06.00-003.000 BUILDING No: LX = BATHR00 w �* SCDHS No.: C-21-0373 o 1,D x JM2 No: 2022 0642 O N o ZBA No: 7573 v DATE: 3I612024 9' I I" 5'-5" I i'9" ~ SEAL SIGNATURE: DESIGNED BY: TF 30"x 80" 11 TCLDH2646 TCLDH264 TCLDH2646 30"x 54" CHECKED BY: JM 30"x 54" 30"x 54" 30"x 54" �� TCLDH2646 " �g �ED SCALE: 114"= I'-0" oe 5'-1 I" 8'-2 1/4" 8'2" 6'-3" Q y{�� ..a DWG No: Second Floor 1 Attic 2 `�'� 0 3946 = 2 _ A-2. I F NEB ■ 1 114�� = 1 -011 A-2. I 114n i_ 1 -0n LEGEND CEILING N0TE5 ELECTRICAL N0TE5 Architect of Record: O PENDANT LIGHT AS SELECTED BY OWNER REFER TO MEP PLANS FOR EGRESS LIGHTING 1. ALL CEILING SYSTEM HEIGHTS NOTED ON PLAN. ELECTRICAL SPECIFICATIONS: 4RC 4.ALL LIGHT FIXTURES PROPOSED IN BATHROOM*FOOD PREP AREAS TO BE WATERPROOF.GYPSUM BOARD CEILING PROPOSED 1. ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE 2020 INTERNATIONAL BUILDING CODE,THE 2020 INTERNATIONAL COMMERCIAL ENERGY CODE, NFPA ARTICLE 70, NATIONAL JM- 2 IN THESE AREA TO BE WATER AND MOISTURE RESISTANT. ELECTRIC CODE,AND ALL OTHER APPLICABLE CODES.WORK OF THIS SECTION SHALL CONFORM TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 8" 15 WATT LED DIMMABLE ROUND 5. MEP CONTRACTOR TO COORDINATE SUPPLY AND RETURN DIFFUSER LOCATIONS WITH ENGINEERING DRAWINGS. PRIOR TO 2.ELECTRICAL WORK IS NOT CONFINED TO THE ELECTRICAL DRAWINGS. REFER TO MECHANICAL AND ARCHITECTURAL DRAWINGS FOR OTHER INFORMATION.® REFER TO MEP PLANS FOR EGRESS LIGHTING INSTALLATION,CONTRACTOR SHALL PROVIDE COORDINATION DRAWING FOR ARCHITECTS REVIEW AND APPROVAL. 3. MANUFACTURER'S DIRECTION SHALL BE FOLLOWED IN INSTALLING,TESTING AND PLACING INTO OPERATION ALL EQUIPMENT AND SYSTEMS. PAY FOR ALL SUPERVISION,TESTING ANDRECESSED DOWNLIGHT EXTERIOR GRADE v IT E C T U RE Pc G. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO AIR LEAKAGE I CFM. APPROVAL OR MANUFACTURER FOR ALL EQUIPMENT. 7. CEILINGS TO BE HUNG WITH X-CX CEILING CLIPS AND HANGER ASSEMBLIES AS MANUFACTURED BY HILTI W/ 12 GAUGE CARBON 4.ALL RACEWAY AND WIRING SHALL BE CONCEALED IN FINISHED AREAS AS DETERMINED BY THE ARCHITECT. RACEWAY MECHANICAL ROOMS SHALL BE SURFACE MOUNTED. 0 8" 15 WATT LED DIMMABLE ROUND RECESSED NTIA O GHT MODEL EQUAL 15L 40k REFER TO MEP PLANS FOR EXHAUST FANS STEEL HANGER WIRE,OR APPROVED EQUAL. 5.ALL BRANCH CIRCUIT WIRING WITHIN THE BUILDING SHALL BE TYPE THHN IN RIGID GALVANIZED CONDUIT,EMT CONDUIT,OR MC CABLE. PROVIDE LIQUID TIGHT FLEXIBLE METAL CONDUIT IN W/TRIM 5 DU(T-N PC AS MANUF BY CREE ESSENTIA OR APPROVED EQUAL 8. EXISTING CEILING SYSTEMS TO BE REMOVED AND DISCARDED. LIMITED LENGTHS FOR CONNECTION EXPOSED TO WEATHER, MOISTURE,OR VIBRATIONS,OR AS REQUIRED FOR EQUIPMENT INSTALLATION, JM2 ARCHITECTURE,PC NEW ADDRESSABLE PHOTOELECTRIC SMOKE DETECTOR A5 PER REFER TO MEP PLANS FOR SUPPLY DIFFUSERS 9.ALL LIGHTING SYSTEMS SHALL HAVE DIMMERS, G. RIGID CONDUIT SYSTEMS SHALL BE MADE UP WITH THREADED FITTINGS AND COUPLINGS. 2410 NO SUITE 3RTH OCEAN AVENUE O 00 7. BRANCH CIRCUIT WIRE AND CABLE SHALL BE TYPE THHN COPPER CONDUCTOR.ALL WIRE AND CABLE#10 AND SMALLER SHALL BE 50LID COPPER.COLOR CODING SHALL BE USED NYS 2015 UNIFORM CODE SUPPLEMENT,SECTION 907.2.1.3 THROUGHOUT THE SYSTEM USING BLACK, RED,AND BLUE FOR PHASE WIRES,WHITE FOR GROUNDED NEUTRAL WIRES,AND GREEN FOR EQUIPMENT GROUNDING CONDUCTORS. FARMINGVILLE, NY,00 11738 — REFER TO MEP PLANS FOR RETURN DIFFUSERS 8.ALL WIRE SPLICES SHALL BE MADE WITH PRESSURE TYPE CONNECTORS.SPLICES IN DAMP OR WET LOCATIONS SHALL BE MADE WATERTIGHT AND WATERPROOF. FOLLOW MANUFACTURERS T 1631.320.3305 FI 631.320.3307 DIRECTIONS FOR CONNECTIONS AND TERMINATIONS OF M.I.CABLE. CO NEW CO DETECTOR BY MIKCOM,MODEL#C0I 224TR/M501 M. 9. PROVIDE OUTLET BOXES AT ALL FIXTURES,JUNCTION BOXES AND WIRING DEVICES.BOXES SHALL BE PROPERLY SUPPORTED AND SIZED FOR THE NUMBER OF CONDUCTORS IN Applicant: SEE ALARM DRAWINGS FOR EXACT LOCATION. ACCORDANCE WITH NEC. INTERIOR BOXES SHALL BE GALVANIZED STEEL,UNLESS NOTED OTHERWISE. PP 10. PROVIDE JUNCTION BOXES AND WIRING TROUGHS,SIZED AS PER NEC,WHERE SHOWN OR WHERE NECESSARY TO FACILITATE PULLING OF CONDUCTORS. BOXES AND TROUGH SHALL BE Anthony Martignetti SHEET STEEL, EITHER GALVANIZED OR PAINTED FINISH.COVERS SHALL BE SCREW TYPE OR COMBINATION HINGED AND SCREWED. 8 East 92nd 5t,Apt 3 11. PROVIDE EXPANSION FITTINGS AT BUILDING EXPANSION JOINTS. EXPANSION FITTINGS SHALL BE OZ-GEDNEY TYPE AX OR EQUAL WITH APPROPRIATE BONDING JUMPER. New York,NY 10128 12, PROVIDE LIGHTING FIXTURES AS SHOWN ON THE SCHEDULE,COMPLETE WITH ALL STEMS,RODS,SUPPORTS, PLASTER FRAMES,ETC., NECESSARY FOR AN INSTALLATION IN OR ON THE (917)535-3777 MATERIAL FINISHES PROVIDED.PROVIDE ALL LAMPS FOR LIGHTING FIXTURES. FIXTURES SHALL HAVE ENERGY SAVING LAMPS,AND ENERGY SAVING BALLASTS WITH HIGH POWER FACTOR. Architect Of ReGOrd 13. PROVIDE TEMPORARY LIGHTING AND POWER IN ACCORDANCE WITH ARTICLE 305 OF THE NEC. 14. PROVIDE ALL SAFETY SWITCHES AS SHOWN ONT HE DRAWINGS AND/OR REQUIRED BY NEC FOR MOTOR,APPLIANCE AND ELECTRIC HEAT EQUIPMENT DISCONNECTION, ALL DISCONNECT JM2 Architecture,PC SWITCHES SHALL BE LOCKABLE IN THE"ON"OR"OFF"POSITION. SEE MECHANICAL DRAWINGS FOR FACTORY MOUNTED SWITCHES. 2410 North Ocean Ave.Suite 300 15. PROVIDE 120V DUCT TYPE SMOKE DETECTOR,TO BE INSTALLED BY MECHANICAL CONTRACTOR AND WIRED BY ELECTRICAL CONTRACTOR. UNIT RT-I SHALL SHUT DOWN UPON Farmingvdle,NY 11735 ACTIVATION OF DETECTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE CONTROL WIRING, INTERPOSING RELAY AND KEY OPERATED MANUAL RESET SWITCH LOCATED AT REAR DOOR. (631)320-3305 Structural Engineer: E2 Engmeers 485 Montauk Ave New London,CT 06320 (860)437-3259 MEP Engineer: Emtec Consulting Engineers DPC 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11779 (631)35G-217G Surveyor: COUNTER BELOW Nathan Taft Corwin III 1586 Main Road, Jamesport,NY 11947 wrWr4": y, I I I Project Name I � I i.. I I I 5775 W Mill Rd (2)LAYERS TYPE X SHEETROCK (UL RC-2601) I I I I I I Project Address 5775 W Mill Rd � I I I I I I I I I I I I O I I Mattituck, NY 11952 Project Type m 0 (2) Lift Renovation � � O m (s) Revisions De51gn Development 03-14-2022 Revised per Owner 04-1 1-2022 I Revised per Owner 04-21-2022 EXTERIOR GRADE LIGHTING AT � ��r" ❑ Kitchen revised per Owner 06-16-2022 UNDERSIDE OF CANOPY(TYP.) WATER RESISTANT Updated wlSeatin Layout LIGHTING AT BATHROOMS � 00 P 9 Y 07-20-2022 Revised Seating Layout 08-1 1-2022 Revised per 5CDH5 Food Control 09-12-2022 RECESSED Plans Revised per Owner 09-28-2022 -- ---------------------- LIGHTING 00 Lighting Plans Revised per Owner 10-14-2022 LINE OF HEAVY TIMBER CONSTRUCTION Lighting Plans Revised per Owner 10 2 12022 Construction Documents 1 1-02-2022 13 7 7 ,.: Revised and Resubmitted to Town 2-15-2023 Issued to Owner for Review 3-15-2023 48"INFRARED HEATERS 7-I I"CEILING HEIGHT Revised and Resubmitted to Town 5-17-2023 MOUNTED TO UNDERSIDE 7-3"CEILING HEIGHT AT EXISTING BEAMS S Revised and Reissued 6-26-2023 OF CANOPY(TYP.x4) 0 Revised and Reissued to Food Control 9-15-2023 I I Revised and Reissued 9-26-2023 Resubmitted to Town 10-26-2023 —— Food Control Approved 1 1-20-2023 � I ® O CO Revised and Reissued 1 1-21-2023 (3)FANS W/LIGHTING AT �/ evised and Reissued 12-6-2023 i � I UNDERSIDE OF CANOPY(IYP Revised and Reissued 1-29-2024 ,) --� � � � � � I NOTE:PRIOR TO INSTALLATION CONTRACTOR SHALL ❑ i � i THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS I I I FIELD VERIFY EXISTING BEAM LOCATIONS. LIGHTING I SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY i I SHALL BE INSTALLED CENTERED ON EXISTING BEAMS IN UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A DRYWALL. VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. (2)LAYERS TYPE X SHEETROCK �� �� I EXISTING GRAFFITI AT BEAMS TO REMAIN O BETWEEN ALL HEAVY TIMBER BEAMS \ (UL RC-2601) ��\ - Drawing Title EXISTING TIMBER BEAMS ARE \\ MINIMUM 6"x l O"AND MAINTAIN BAR BELOW MINIMUM I HOUR FIRE RATING _—____----_ Reflected Ceilin PIanS SCTM# 1000-106.00-06.00-003.000 BUILDING No: 5CDH5 No.: C-21-0373 JM2 No: 2022-OG42 -h1 ZBA No: 7573 DATE: 316/2024 SEAL SIGNATURE: DESIGNED BY: TF CHECKED BY: JM First Floor- RCP I Second Floor- RCP 2 �c�o�� qti . � SCALE: As indicated �5 ,�E DWG No: I /J/1 li = I i_011 A-3.0 I /4II _ I I_Oli A-3.0 Q` � � •��l * f ��� s9A'5 pQ` 3rO 2' - 5 Architect of Record: i JM2 R IT ECTUREPcc ROOF CONSTRUCTION: EXISTING ASPHALT SHINGLE W/CONT. RIDGE VENT 3/4"SHEATHING JM2 ARCHITECTURE,PC RR(SEE STRUCTURAL PLANS) 2410 NORTH OCEAN AVENUE HURRICANE CLIPS @ EA. RR SUITE 300 G"CLOSED CELL SPRAY FOAM INSULATION(R-42) FARMINGVILLE, NY, 11738 Attic _ I"XPS CONTINUOUS INSULATION(R-5) T I G31.320.3305 IF G31.320.3307 18' - 31[ — — — — — — — — — — — — — — — — — — — — — I/2"GYP.BD — — — Applicant: Anthony Martignetti EXTERIOR WALL CONSTRUCTION: 8 East 92nd 5t,Apt 3 V-RUSTIC 51DING BY TRUEXTERIOR New York,NY 10128 — —� TYVEK (917)535-3777 PROPOSED CANOPY FM 15/32"CDX PLYWD OR 05B EPDM FINISH WALL STUDS(SEE STRUCTURAL PLANS) Architect of Record: 15/32"CDX PLYWD OR 055 3-1/2"RI 5 FIBERGL IN5UL(R-15) JM2 Architecture,PC R.R.(PER STRUCTURAL PLANS) I"EP5 CONTINUOUS INSULATION(R-3.85) 2410 North Ocean Ave.Suite 300 Second Floor STAINED BEAD50ARD 1/2"GYP B armmD(R-.45) g vdle,NY 11738 9' - 8" — — — — — — — — — — — — — — — — — — — — — — — — — — — (63 I)320-3305 Structural Engineer: E2 Engmeer5 488 Montauk Ave New London,CT 06320 WOOD COLUMNS PER STRUCTURAL (8G0)437-3259 PLAN W/STAIN*MARINE VARNISH MEP Engineer: CONDENSER UNITS ON WALL MOUNT BRACKETS Emtec Consulting Engineers DPC 0 3555 Veterans Memorial Hwy,Suite M NEW CABLE RAILINGS W/WOOD Ronkonkoma,NY 11779 First FIDOr TOP RAIL$INTEGRATED LIGHTING -- (631)35G-217G AS SELECTED BY OWNER - — - 0' - 0" -- -Own-Mummomi -- - - - - --- Surveyor: Nathan Taft Corwin III T.O. Piles 1586 Mam Road, -I 1 - 011 — — - — — — — — — — - -- — � -- — — — — Jamesport,NY 11947 — — (631)727-2050 T.O. Open Deck -2' - 6" Project Name NEW PILES PER STRUCTURAL PLANS 5775 W Mill Rd Project Address 5775 W Mill Rd, Mattituck, NY 11952 West Elevation 2 Project Type - 11411 = 1_011 A-4.0 Lift � Renovation A-5 Roof _ _ _ _ _ _ _ _ Rev151on5 29' - 5" De5ign Development 03-14-2022 Revised per Owner 04-1 1-2022 Revised per Owner 04-21-2022 Kitchen revised per Owner 06-16-2022 Updated w/5eating Layout 07-20-2022 \ ROOF CONSTRUCTION: Revised 5eatmg Layout 08-1 1-2022 EXISTING ASPHALT SHINGLE W/CONT. RIDGE VENT 314"SHEATHING Revised per SCDHS Food Control 09-12-2022 ' RR(SEE STRUCTURAL PLANS) Plans Revised per Owner 09-28-2022 HURRICANE CLIPS @ EA. RR Lightmg Pian5 Revised per Owner 10-14-2022 12 G"CLOSED CELL SPRAY FOAM INSULATION(R-42) Lightmg Plans RM56 per Owner 10-21-2022 2 I"XPS CONTINUOUS INSULATION (R 5) Construction Documents 1 1-02-2022 I/2"GYP. BD Revised and Resubmitted to Town 2-15-2023 Attic — — — — — — — — — — — — — — — — — — — — — — — Issued to Owner for Review 3-15-2023 18' - 311 Revised and Resubmitted to Town 5-17-2023 Revised and Re1551J6 G-2G-2023 EXTERIOR WALL CONSTRUCTION: Rev15ed and REI551.1ed to Food Control 9-15-2023 V-RUSTIC SIDING BY TRUEXTERIOR Revised and Re1551.16 9-26-2023 TYVEK 15/32"CDX PLYWD OR 05D Resubmitted to Town 10-26-2023 WALL STUDS(SEE STRUCTURAL PLANS) Food Control Approved 1 1-20-2023 3-1/2"R 15 FIBERGL IN5UL(R-15) REV15ed and Reissued 1 1-21-2023 EM I"EP5 CONTINUOUS INSULATION(R-3.85) Revised and Reissued 12-G-2023 1/2"GYP BD(R-.45) Revised and Reissued 1-29-2024 Second Floor THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS ---- —-------------- --"---'��---------�9 CONCEALED FLASHING — — — — SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY PROPOSED CANOPY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A VIOLATION OF SECTION 7209 5UB-DIVISION 2 OF THE N.Y. EPDM FINISH — ----- — 15/32"CDX PLYWD OR 055 STATE EDUCATION LAW. 2 RR.(PER STRUCTURAL PLANS) a a A-2.0 STAINED BEAD50ARD WOOD COLUMNS PER STRUCTURAL PLAN Drawing Title W/STAIN 4 MARINE VARNISH o o hL NEW CABLE RAILINGS WI WOOD TOP RAIL t INTEGRATED LIGHTING AS SELECTED BY OWNER EIPVatlOn5 First Floor -00' - 0" FLOOR CONSTRUCTION: 3/4: PLYWD SUBFLOOR T.O. Piles FJ(SEE STRUCTURAL PLANS) 5CTM# 1000-10G.00-06.00-003.000 BUILDING No: 4.5"CL05ED CELL SPRAY FOAM INSULATION(R-31.5�—NN — — CONT. ASPHALT COATED COPPER TERMITE SHIELD 5CDH5 No.: C-2 I-0373 JM2 No: 2022-0642 T.O. Open Dec ZBA No: 7573 DATE: 3/6/2024 -2' - G" SEAL If SIGNATURE: DESIGNED BY: TF CHECKED BY: JM NEW PILES PER RED STRUCTURAL PLANS 5��L� yyl� SCALE: 1/4"= 1'-0" DWG No: North Elevation I u, 11411 _ 1 1-01, A-4.0 s��T � 3g45 F F NEB � Architect of Record: Roof _ 29 5 JM2 TOWER STRUCTURE BEYOND 4RC[H IT E CT U R E Pc JM2 ARCHITECTURE,PC EXISTING ROOF STRUCTURE 4 PITCH TO REMAIN 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11738 T 1631.320.3305 Fl 631.320.3307 30"x 46"SKYLIGHT(VELUX-M06) Applicant: Attic AnthonyMartignetti 8 East 92nd St,Apt 3 New York,NY 10125 CONCEALED FLASHING (917)535 3777 1 Architect of Record: EXTERIOR WALL CONSTRUCTION: —_ ROOF CONSTRUCTION: V-RUSTIC SIDING BY TRUEXTERIOR PROPOSED ASPHALT SHINGLE W/CONT. RIDGE VENT JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 TYVEK 314"SHEATHING Farmmgvdle,NY 11738 15/32 CDX PLYWD OR OSB RR(SEE STRUCTURAL PLANS) (631)320-3305 HURRICANE CLIPS @ EA. RR WALL STUDS(SEE STRUCTURAL PLANS) G"CLOSED CELL SPRAY FOAM INSULATION(R-42) Structural Enneer: I"EFS CONTINUOUS FIBERGL INSULNTINUOUS INSULA A N N"XPS CONTINUOUS INSULATION(R-5) E2 Engineers gi " TION(R-3.85) '�' " �"' BD 112"GYP BD(R-.45) 1/2"GYP. PROPOSED CANOPY 485 Montauk Ave Second Floor EPDM FINISH New London,CT 06320 (860)437-3259 9' - 8" — — — — — --- — — — — — — — RR/(PERSTRUCTURAO PLANS) — — — — — — MEP En STAINED BEADBOARD gineer Emtec Consultmg Engineers DPC 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11779 WOOD COLUMNS PER STRUCTURAL PLAN (63 I)356-2176 W/STAIN t MARINE VARNISH Surveyor: IV Nathan Taft Corwin III 1586 Main Road, OF RAIL t INTEGRATED LIGHTING Jamesport,NY 11947 First Floor _C) AS SELECTED BY OWNER (631)727-2090 0' - 0" T.O. PIIeS — Project Name 5775W Mill Rd T.O. Open Deck. -2' - 6" NEW PILES PER Project Address STRUCTURAL PLANS 5775 W Mill Rd, Mattituck, NY 11952 Project Type East Elevation 1 /411 = 1 Loll A15 Lift � Renovation Revisions rift Roof — — — — _ — — — — — — — — — Design Development 03-14-2022 29' - 5" Revised per Owner 04-1 1-2022 Revised per Owner 04-21-2022 ROOF CONSTRUCTION: Kitchen revised per Owner 06-16-2022 EXISTING ASPHALT SHINGLE W/CONT. RIDGE VENT Updated w/Seatmg Layout 07-20-2022 3/4"SHEATHING Revised Seating Layout 08-1 I-2022 RR(SEE STRUCTURAL PLANS) Revised per SCOHS Food Control 09-12-2022 / HURRICANE CLIPS @ EA. RR Plans Revised per Owner 09-28-2022 6"CLOSED CELL SPRAY FOAM INSULATION(R-42) I"XPS CONTINUOUS INSULATION(R-5) Lighting Plans Revised per Owner 10-14-2022 1/2"GYP. BD Lighting Plans Revised per Owner 10-21-2022 Construction Documents 1 I-02-2022 Revised and Resubmitted to Town 2-15-2023 Issued to Owner for Review 3-15-2023 Attic — — — — — — — — — — — — — — — — — — — — — — Revised and Resubmitted to Town 5-17-2023 8, 3„ Revised and Reissued 6-26-2023 1 T-0" Revised and Reissued to Food Control 9-15-2023 Revised and Reissued 9-26-2023 Resubmitted to Town 10-26-2023 EXTERIOR WALL CONSTRUCTION: V-RUSTIC SIDING BYTRUEXTERIOR Food Control Approved 1 1-20-2023 TYVEK Revised and Reissued 1 1-21-2023 15/32"CDX PLYWD OR 055 Revised and Reissued 12 6 2023 WALL STUDS(SEE STRUCTURAL PLANS) Revised and Reissued 1-29-2024 3-1/2"R 15 FIBERGL INSUL(R-15) - -- -- I"EP5 CONTINUOUS INSULATION(R-3.85) THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS Second Floor 112"GYP BD(R-.45) SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY — — — — UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A VIOLATION OF SECTION 7209 5UD-DIVI5ION 2 OF THE N.Y. STATE EDUCATION LAW. 2 Drawing Title A-2.0 J_ CONDENSER UNITS ON PROPOSED ENTRY STAIR WALL MOUNT 13RACK9 E16'Vatl0n5l First Floor IF— O' - O° FLOOR CONSTRUCTION: SCTM# IOOO-106.00-06.00-003.000 BUILDING No: — —3/4:PLYWD SUBFLOOR— — — — T.O. PI165 _ _ _ _ _ _ _ _ _ _ _FJ(SEE STRUCTURAL PLANS) _ SCDHS No.: C-21-0373 JM2 No: 2022-0642 -I' - 0" 4.5"CLOSED CELL SPRAY FOAM INSULATION(R-31.5) CONT.ASPHALT COATED COPPER TERMITE SHIELDm in ZBA No: 7573 DATE: 3I612024 T.O. Open Deck SEAL*SIGNATURE: DESIGNED BY: TF 2' 6" NEW PILES PER STRUCTURAL PLANS CHECKED BY: JM aSD SCALE: 114"= 1'-0" DWG No: South Elevation 2 9rF o s945 /� F NEON A=411 Architect of Record: Jm' 2�� ozo400 4RCIT E CT U R E P c JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11735 T I G31,32O.33O5 F1 G31.32O.33O7 Applicant: Anthony Martignetb 8 East 92nd 5t,Apt 3 New York,NY 10125 (917)535-3777 Architect of Record: JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 Farmmgwlle,NY 11735 (G31)320-3305 Structural Engineer: E2 Engineers 485 Montauk Ave New London,CT OG32O (860)437-3255 MEP Engineer: Roof Emtec Consulting Engineers DPC 29' - 5� 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11779 (G31)35G-217G ROOF CONSTRUCTION: - ` EXISTING ASPHALT SHINGLE W/CONT. RIDGE VENT Surveyor: 3/4"SHEATHING Nathan Taft Corwin III RR(SEE STRUCTURAL PLANS) 1586 Main Road, HURRICANE CLIPS @ EA. RR _ Jamesport,NY 11947 EXISTING ROOF FRAMING, a �. G"CLOSED CELL SPRAY FOAM INSULATION(R-42) (631)727 2090 I"XP5 CONTINUOUS INSULATION(R-5) DECKING AND ATTIC FRAMING TO REMAIN 112"GYP. BD Project Name -" ATTIC s ' CONTINUOUS LEDGER FASTENED TO ra F STUD WALL PER STRUCTURAL PLAN 5775 W Mill Rd r — — — — — — — — — — — AttiC — s — — — — — — ' " Pr A r ,. 18 3 , NEW ROOF FRAMING PER 5775 IN Mill Rd PROPOSED CANOPY STRUCTURAL PLAN , EPDM FINISH (MATCH EXISTING PITCH) 15/32"CDXPLYWDOR05D Mattituck, NY 11952 RR(PER STRUCTURAL PLANS) EXTERIOR WALL CONSTRUCTION: STAINED BEADBOARD BATHROOM HALL LAUNDRY/STORAGE V RUSTIC SIDING BY TRUEXTERIOR Project Type i TYVEK 15/32"CDX PLYWD OR O55 STAIR NEW CANOPY FRAMING O WALL STUDS(SEE STRUCTURAL PLANS) O Lift Renovation PER STRUCTURAL PLAN 3 I/2 R 15 FIBERGL IPJSUL(R 15) I"EPS CONTINUOUS INSULATION (R-3.85) Second Floor — — — — I/2"GYP BD(R.45)-- — — — Y Revisions Design Development 03-14-2022 NEW CABLE RAILINGS W/WOOD NEW WOOD POSTS PER Revised per Owner 04 112022 TOP RAIL t INTEGRATED LIGHTING STRUCTURAL PLAN _ AS SELECTED BY OWNER a BATH NEW WOOD FRAMED Revised per Owner 04-21-2022 v Q INTERIOR STAIRCASE WOOD COLUMNS PER STRUCTURAL ; m Kitchen revised per Owner 06-I G-2022 PLAN W/STAIN MARINE VARNISH o NEW WOOD FRAMED Updated w/Seating Layout 07-20-2022 O N 2 _ NEW PORCH DECKING FRAMING NEW PORCH DECKING FRAMING PER ~ o INTERIOR STAIRCASE Revised Seating Layout 08 112022 PER STRUCTURAL PLAN STRUCTURAL PLAN ~ Revised per SCDHS Food Control 09-12-2022 DINING KITCHEN NEW FLOOR FRAMING PER Plans Re�nsed per Owner 09-28-2022 STRUCTURAL PLAN Lighting Plans Revised per Owner 10-14-2022 First Floor Lightmg Plans Revised per Owner 10-21-2022 Revised and Resubmitted to Town 2-15-2023 T.O. Plies - ` I� O�� Issued to Owner for Review 3-15-2023 ReVnsed and Resubmitted to Town 5-17-2023 0 T.O. en Deck FLOOR CONSTRUCTION: Revised and Reissued 6-26-2023 314:PLYWD SUBFLOOR -21 - 6" Revised and Re slued to Food Control 9-15-2023 FJ(SEE STRUCTURAL PLANS) Revised and Reissued 9 26 2023 4.5"CLOSED CELL SPRAY FOAM INSULATION(R-31.5) CONT.ASPHALT COATED COPPER TERMITE SHIELD Resubmitted to Town 10-26-2023 Food Control Approved 1 1-20-2023 NEW PILES PER Revised and Reissued 1 1-21-2023 STRUCTURAL PLAN Revsed and Reissued 12-6-2023 Revised and Reissued 1-29-2024 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS PROPERTYSUCH ARE THE Section I I UNAUTHORIZED SE O T ESE DOCUME TS 15PIN .C.ANY A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. 114 - I i_oii A 5 STATE EDUCATION LAW. Drawing Title Section SCTM# 1000-IOG.00-OG.00-003.000 BUILDING No: SCDHS No.: C-21-0373 JM2 No: 2022-0642 ZBA No: 7573 DATE: 3/G/2O24 SEAL SIGNATURE: DESIGNED BY: TF CHECKED BY: JM yj SCALE: 114"= 1'-0" DWG No: 0 3945 �Q�� = 5 F NEON Architect of Record: VARNISHED MAHOGANY BAR TOP SPILL GUARD BULL NOSE JM2 � =Mwl I" 24"COUNTER AND R ITECTUREPc SHELVING,42.75"HEIGHT � 12)27"UNDERCOUNTER TOP OF GUARD REFRIGERATOR +66.75"A.F.F. SNEEZE GUARD — r i i JM2 ARCHITECTURE,PC i 6)RADIANCE 3G"W GAS RANGE MODEL TAR-6 24 10 NORTH OCEAN AVENUE 13)48"COLD FOOD WELL UNIT [Nil WITH OVEN BELOW AND RADIANCE INFRA RED � 4 ' � GLASS SNEEZE GAURD SUITE 300 v _ SALAMANDER BROILER MODEL TA5M-36 ABOVE BAR TOP DETAIL 3 FARMINGVILLE, NY, 11738 1 1)67"5ANDWICH/5ALAD ? i q T 631.320.3305 F 631.320.3307 PREPARATION REFRIGERATORi 0 3'-8" 14) 1 G"ICE CHEST i �� i 3)36"W GAS FLAT TOP 21_101' — _ GRIDDLE,MODEL TATG 36 Applicant: Anthony Martignetti L—_--J —� N N 1) 16"GAS FLOOR COLD FOOD WELL r 8 East 92nd St,Apt 3 `0 UNIT i TOP OF PREP SURFACE NOTE:FOODS TRANSPORTED FROM ANY ACCESSORY STRUCTURE TO THE KITCHEN New York,NY 10128 +42.75 A.F.F. MUST BE COVERED AND PROTECTED FROM CONTAMINATION DURING TRANSPORT. (917)535-3777 10) 14"HAND SINE;W/ `V `" N —__zz FRYER,MODEL SG 14 R 1 i „ 0 Architect of Record: SIDE SPLASH GUARDS 0" i 2'9" i VARNISHED MAHOGANY 5ANDWICH/5ALAD PREPARATION ADA NOTE: JM2 Architecture,PC 9)24"CLEAN DISH TRAY i i 2)44"UNDERCOUNTER COUNTER TOP REFRIGERATOR REFRIGERATOR UNDER OPEN AS PER 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN 206.2.8(EMPLOYEE WORK 2410 North Ocean Ave,Suite 300 AREAS)' Farmingville,NY 11735 N _ ---_J COUNTER WORKTOP 1. COMMON USE CIRCULATION PATHS LOCATED WITHIN EMPLOYEE WORK AREAS THAT (631)320 3305 8)30"DISHWASHER N - �.o ARE LESS THAN 1000 SQUARE FEET AND DEFINED BY PERMANENTLY INSTALLED 2'7' 3'-8" 41_1" "' 45)30"PEARL ICE-O-MATIC ICE MACHINE PARTITIONS,COUNTERS,CASEWORK,OR FURNISHINGS SHALL NOT BE REQUIRED TO Structural Engineer: m GEMO-650 WITH BIN 540 COMPLY WITH ACCE55151LITY SECTION 402. Q E2 Engineers OYSTER BAR COUNTER DETAIL 2 2. COMMON USE CIRCULATION PATHS LOCATED WITHIN EMPLOYEE WORK AREAS THAT 488 Montauk Ave = ARE AN INTEGRAL COMPONENT OF WORK AREA EQUIPMENT SHALL NOT BE REQUIRED New London,CT 06320 7)72"THREE COMP SINK W/51D° u _ TO COMPLY WITH ACCE551BILITY SECTION 402. _ _ I _ I —O q 6 (860)437-3259 SPLASH GUARDS. � i � II _ I II IL_ DIRTY DRAIN BOARD BELOW. d OVERHEAD DRYING RACK ABOVE MOP SINKS MOP HOOK MEP Engineer: m W/SIDE SPLASH GUARD Emtec Consulting Engineers DPC BRUSH SYSTEM FOR WASHING GLASSWARE 15 REQUIRED AT THE THREE 3555 Veterans Memorial Hwy,Suite M COMPARTMENT SINK OR GLASSES MUST BE WASHED IN THE DISHWASHER SERVICE STATION, Ronkonkoma,NY 11779 4A)44"H05HIZAKI ICE MACHINE STORAGE BELOW A 6 (631)356 2176 CABINET FACES TO BE FINISHED WITH LAMINATE MANUFACTURED BYTEKNION OR Surveyor: IM-5005AB W/INTEGRATED BIN o ALL 15)COFFEE STATION APPROVED EQUAL.ALL COUNTER TOPS TO BE WILSONART SOLID SURFACE OR Nathan Taft Corwin III m �r APPROVED EQUAL.COLORS TO BE CHOSEN BY OWNER. 1586 Main Road, 4 2'-1" amesport,NY 1 1947 27 2 NO GAS FIRED APFLIANCE5 OR UNITS,THEREFORE NO HOOD REQUIRED (631)727 2090 LJ P==i F=i F==9 I le I 3'-8" 011 _____ Project Name FOOD CONTROL PLUMBING NOTES 36"W GAS RANGE WITH OVEN 5775 SNEEZE GUARD i BELOW AND G SERIES INFRA-RFD I 1. FOOD ITEMS REQUIRING TEMPERATURE CONTROL, IF ANY,ARE STORED IN REFRIGERATOR AND FREEZERS RUNNING 24 HOURS BY PROPANE. 5 7 7 5 W Mill Rd o SALAMANDER BROILER ABOVE 2. ADEQUATE BARRIER PROVIDED BETWEEN WASTE LINES AND FOOD OR WASHING RELATED EQUIPMENT. i CO 3. 1"INSULATION SHALL BE USED ON ALL HOT WATER SERVICE PIPING. INSULATE ALL EXP05ED HORIZONTAL PIPING ABOVE CEILINGS, DRAINAGE*WATER 1 o i I SUPPLY LINES IN ACCORDANCE WITH ANSI A 117.1 STANDARDS,SEE TABLE 403.2.10. Project Address 4. CONTROLS SHALL SHUT OF HEAT TRACE AND PUMPS WHEN HEATING SYSTEM IS NOT IN OPERATION First Floor - Food Control - Caliout I 8'-0"WIDE TYPE ( HOOD 1 i DASHED LINE REPRESENTS I 5. ALL COPPER TUBING SHALL CONTAIN 20%MAX.LEAD CONTENT 5775 W Mill Rd � i , �^ i i G. PLASTIC MATERIALS ARE NOT TO BE USED FOR VENTS,ROOF DRAIN5,HOT*COLD WATER LINES t SANITARY SYSTEMS. 11411 = 1 1-011 q 6 I 7. HOT WATER HEATERS SHALL BE EQUIPPED WITH RELIEF VALVE�OUTLET OR PIPE TO DISCHARGE SO AS NOT TO CREATE A HAZARD OR DAMAGE. M ttI C 1 8. NO RELIEF OUTLETS OUTLETS OR PIPING SHALL BE CONNECTED TO ANY DRAINAGE OF VENT PIPING. tU k, NY 11952 z _____ 9. ALL PLUMBING WORK SHALL COMPLY WITH NY5 ENERGY CONSERVATION CODE. NYS BUILDING CODE AND FIRE CODES,5.C.D.H.5. ALL OTHER CODES OF `ID I AUTHORITIES HAVING JURISDICTION. Project Type x Ln U I 10. DOMESTIC HOT WATER SHALL BE SUPPLIED BY ELECTRIC HOT WATER HEATERS AS SPECIFIED. m I 5'-0" 710 10 11. ALL UNDER NES IN LDING ABOVE 1 8)DISHWAS SHALL BE TYPE L COPPER. HER 12. ALL WORK UNDER T COPPER APPLICATION SHALL CON515T OF FURNISHING ALL LABOR,MA MATERIALS,EQUIPMENT FIXTUREDS N CE55ARY OR REQUIRE D TO f� Renovation Q n ADA BATH I PERFORM COMPLETE ALL WORK. Lift T Rl�I I OV�t I O n 7)THREE COMP SINK W/SIDE SPLASH GUARDS. I 13. WATER SIZES TO FIXTURES SHALL BE AS FOLLOWS 1/2"TO LAVORATORIES,KITCHEN SINKS,AND 3/4"TO WATER CLOSETS. —� DIRTY DRAIN BOARDS BELOW. 14. CONTRACTOR SHALL COORDINATE PLUMBING DRAWINGS WITH ARCHITECTURAL,ELECTRICAL MECHANICAL PLANS AS REQUIRED. Revisions i OVERHEAD DRYING RACK ABOVE. I 15. PROPERLY PLUMBED AND AIR-GAPPED INDIRECT DRAINS TO BE PROVIDED AS NECESSARY. o Design Development 03-14-2022 EQUIPMENT SCHEDULE 0 a I Revised per Owner 04-1 1-2022 1 Revised per Owner 04-2 I-2022 o a MOP SINK MOP HOOK ! NUMBER BAR EQUIPMENT TYPE MANUFACTURER/MODEL NUMBER Kitchen revised per Owner 06-16-2022 ZD1 O W/SIDE SPLASH GUARD B I MODULAR BAR DIE SYSTEM Updated w/Seating Layout 07 20 2022 1 I KMB �► Revised 5eatmg Layout 08-1 1-2022 ADA BATH J I 52 UNDERBAR GLASS ROCK KR24-G553-PE Revised per 5CDH5 Food Control 09-12-2022 SERVICE STATION, Plans Revised per Owner 09 28 2022 `r STORAGE BELOW 53 UNDERBAR FILLERS DRAINBOARDS ROYAL FILLER Lighting Plans Revised per Owner I0 14 2022 v' I B5 CRAFT COCKTAIL MULTI-STATION x o I KR24 M538L 10 Lighting Plans Revised per Owner 10-21-2022 Construction Documents 1102 2022 m J 15)COFFEE STATION BG UNDERBAR FILLERS*DRAINBOARD5 ROYAL FILLER w Revised and Resubmitted to Town 2-15-2023 B I)MODULAR BAR I 1 I B7 BACK BAR COOLER DISPENSER,BEER 353GL Issued to Owner for Review 3-15-2023 DIE SYSTEM ROPE Revised and Resubmitted to Town 5-17-2023 —� 1 B8 UNDERBAR FILLERS t DRAINBOARDS ROYAL FILLER Revised and Reissued 6-26-2023 TABLE SEATING B2)UNDERBAR(22 SEATS) GLASS ROCK 59 UNDERBAR DRY STORAGE KR24-5I 2-PE Revised and Reissued to Food Control 9-15-2023 XNI. _ _ _ _ _ _ _ _ _ _ _ — _133)UNDERBAR FILLERS 1310 CRAFT COCKTAIL MULTI-STATION KR24 M52GL-7 Revised and Reissued 9 26 2023 DRAINBOARD Resubmitted to Town 10-26-2023 1' 31-0" SHELVES BI 1 UNDERBAR FILLERS$DRAINBOARD5 ROYAL FILLER Food Control Approved 1 1-20-2023 55)CRAFT COCKTAIL Revsed and Reissued 112I 2023 MULTI-STATION l_ LOCATION OF EXTERIOR 1312 UNDERBAR HANDSINK W/SOAP AND TOWEL KR24-125T "r! PROPOSED 8'x I O WALK-IN Revised and Reissued 12-6-2023 BG)UNDERBAR FILL_ER5 ___ BAR FREEZER 05 SERIES BY MASTER- B 14 BACK BAR COOLER TRUE MANUFACTURING MODEL TWT-67D-2-HC Revised and Reissued 1-29-2024 4 DRAINBOARDS 7 _ BILT REFRIGERATION SOLUTIONS (10 SEATS) i 1 i NUMBER KITCHEN EQUIPMENT TYPE MANUFACTURER/MODEL NUMBER THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS BE)DISPENSER, SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C, ANY BEER PREP 1 I GAS FLOOR FRYER PITCO I G"GAS FLOOR FRYER, MODEL SG 14-K UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A 138)UNDERBAR FILLERS TRUE MANUFACTURING MODELTWT-44-HC AREA i 2 44"UNDERCOUNTER REFRIGERATOR VIOLATION OF SECTION 7205 5U5-DIVI5ION 2 OF THE N.Y. t DRAINBOARD B 14)67"BACK BAR COOLER STATE EDUCATION LAW. S i � IIII �� 69)UNDERBAR DRY — _ 3 GRIDDLE,GAS RADIANCE 36 W GAS FLAT TOP GRIDDLE,MODEL TATG-36 STORAGE p OPEN SPACE BELOW BAR COUNTER 4A ICE MACHINE H05HIZAKI 44"ICE MACHINE IM-5005AD W/INTEGRATED BIN Drawing Title 1310)CRAFT COCKTAIL o NCI MULTI-STATION B 12)UNDERBAR HANDSINK W/SIDE SPLASH GUARDS 415 PEARL ICE MACHINE ICE-O-MATIC GEMOG50A WITH BIN KD5400 B I I)UNDERBAR 5 SANDWICH/PANINI GRILL VOLLRATH MODEL 40793 FILLER5 Food Control Flan DRAINBOARDS 6 GAS RANGE Wl OVEN RADIANCE 36"W GAS RANGE MODEL TAR-6 WITH OVEN BELOW 7 THREE(3)COMPARTMENT SINK SAPPHIRE-MODEL#5M514 16-3.(14"x I G"COMPARTMENTS) SCTM# 1000-106.00-06.00-003.000 BUILDING No: 7.1 PRE-RINSE FAUCET ASSEMBLY,WITH ADD ON FAUCET KROWNE MODEL 17-109WL SCDHS No.: C-21-0373 JM2 No: 2022-0642 Mt, y 8 DISHWASHER, DOOR TYPE CMA DI5HMACHINE5 MODEL 180-VL-FL 30"WIDE 9 24"CLEAN DISH TABLE SAPPHIRE-MODEL 5MCDT-24R ZBA No: 7573 DATE: 3/6/2024 10 HAND SINK SAPPHIRE SMHS-I 14" SEAL 4 SIGNATURE: DESIGNED BY: TF 2 A-2.0 10.1 WALL/SPLASH MOUNT FAUCET KROWNE MODEL 14 808E CHECKED BY: JM DN — 11 67"SANDWICH/SALAD PREPARATION REFRIGERATOR TRUE MANUFACTURING MODELTWT-67D-2-HC �g �� +S'� SCALE: As indicated 12 27"UNDERCOUNTER REFRIGERATOR TRUE MANUFACTURING MODELTWT-27D-2-HC DWG No: 13 COLD FOOD WELL UNIT, DROP-IN, ICE-COOLED ATLAS METAL MODEL WICDL-2 r First Floor - food Control 1 14 ICE CHEST SAPPHIRE-MODEL#5MIBS-1812. (15"Dx12"W ) (p , - __ r � 9�.F � 3945 � 11411 1 1—Oil q-6 15 COFFEE STATION BUNN CWTF 15-AP5 W/FUNNEL,$GRINDER MODEL 20550.0001 F NEB NOTE:WALK-IN REFRIGERATION TO BE LOCATED EXTERIOR LESS THAN 50'WALK FROM KITCHEN IN MAIN STRUCTURE Architect of Record: CONTINUOUS BEAD OF SEALANT JM2�� CONTINUOUS BEAD OF SEALANT I\�i � I T E C"T U � E P C CONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW PERIMETER JM2 ARCHITECTURE,PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE,NY, 11738 T 1631.320.3305 FI 631.320.3307 WINDOW UNIT AS AIR BARRIER Applicant:Anthony Martignetti CONTINUOUS MINIMAL EXPANDING FOAM AT 8 East 92nd 5t,Apt 3 WINDOW PERIMETER New York,NY 10128 (917)535-3777 WALL SCONCES Architect of Record: CONTINUOUS BEAD OF SEALANT JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 CONTINUOUS BEAD OF ADHESIVE Farmingvdle,NY 11738 (631)320-3305 L PROVIDE RIGID INSULATION Structural En sneer: BAFFLE AROUND VENTILATION9E2 Engineers UTE-FOAM SEAL PERIMETERMontauk Ave CONTINUOUS BEAD OF SEALANT OF RIGID INSULATION New London,CT 06320 WINDOW UNIT AS AI�Z BARRIER CAVITY INSULATION— CONTINUOUS MINIMIAL EXPANDING FOAM AT (860)437 3259 WINDOW PERIMETER CONTINUOUS BEAD OF SEALANT MEP Engineer: CONTINUOUS BEAD OF SEALANT PROVIDE STUD CAVITY CLOSURE ON THE Emtec Consulting Engineers DPC BACK SIDE OF EACH STUD CAVITY Ronkonkoma,NY 11779 �0 3555 Veterans Memorial Hwy,Suite M I CONTINUOUS BEAD OF SEALANT CONTINUOUS SILL SEALER-FULL (631)35G-217G CONTINUOUS BEAD OF ADHESIVE WIDTH OF MUDSILL I �Q II _• Surveyor: A CONTINUOUS BEAD OF SEALANT ( ( ( III `•- FOUNDATION WALL AS AIR BARRIER Nathan Taft Corwin III 158G Main Road, I I I (_III ; ' CONCRETE SLAB AS AIR BARRIER ` ' CONTINUOUS BEAD OF SEALANT Jamesport,NY 11947 ® B . + I I I III I I I � • • _ (63 I)727-2090 • < • - :e •i PROVIDE SOLID BLOCKING BENEATH KNEE WALL `�r1 I I Project Name (10 _� I I I • ' •.a �a °- .• : III III 000 / I I +•• " ".a :•4' ( I III III CAVITY INSULATION 5775 W Mill Rd r — — Tr — — — — CONTINUOUS BEAD OF SEALANT F O WALL SCONCES I I I Project Address CONCEPTUAL AIR SEALING STRATEGY lI UPPER WALL SECTION CONCEPTUAL AIR SEALING STRATEGY#LOWER WALL SECTION CONCEPTUAL INSULATION AT CAPE-STYLE ROOF ll CEILING AND KNEE WALL CAVITY INSULATION 5775 W Mill Rd, " �II n O II o o Air Seal Detalis 2 2 Mattituck, NY 11952 3/4 I -0 Project Type — — _ Lift Renovation MANUFACTURED RECESSED LIGHT ENCLOSURE / ATTIC INSULATION ATTIC TRUSS Revisions Design Development 03-14-2022 Revised per Owner 04-1 1-2022 E y`"" FLOOR A55EMBLY Revised er Owner 04-21-2022 ^; 4 ; p Kitchen revised per Owner 06-16-2022 10 7-9 112" INSET BAND J015T Updated w/Seating Layout 07-20-2022 Revised Seatmg Layout 08-1 1-2022 CAVITY INSULATION Revised per 5CDH5 Food Control 09-12-2022 Plans Revised per Owner 09-28-2022 MUDSILL = Lighting Plans Revised per Owner 10-14-2022 51LL SEALER Lightmg Plans Revised per Owner 10-21-2022 3 EXPANDING FOAM SEALANT AT PERIMETER Construction Documents 1 1-02-2022 F Flr5t floor — Bathrooms • a f. CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD OF SEALANT Revised and Resubmitted to Town 2-15-2023 1/211 _ 1 1-011 AJ :�; FOUNDATION WALL DRYWALL CEILING Issued to Owner for Review 3-15-2023 RECESSED LIGHTING FIXTURE Revised and Resubmitted to Town 5-17-2023 Revised and Reissued 6-26-2023 INSET BAND JOIST AT MUDSILL# 1 I/2"RIGID INSUL. AIR SEALING AT RECESSED LIGHTING IN ATTIC Revised and Reissued to Food Control 9-15-2023Revised and Reissued 9-26-2023 Resubmitted to Town 10-26-2023 Food Control Approved 1 1-20-2023 PLUMB 1 N G 5 C H E D U LE FIXTURE U N I T5 Revised and Reissued 1 1-21-2023 QTY Revised and R2155Ued 12-6-2023 Revised and Reissued 1-29-2024 WATER CLOSET SHALL BE:AMERICAN STANDARD�APIDWAY I/6 GPF/G.0 LPF TOP SPUD ELONGATED WALL HUNG WATER CLOSET,MODEL#3445J 101 ,WITH CHURCH#3155C OPEN FRONT, 2 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS O ELONGATED SOLID PLASTIC SEAT AND SLOAN#G2 81 I I EXPOSED SENSOR TYPE,BATTERY POWERED FLUSH VALVE. FIXTURE COLOR SHALL BE WHITE.ADA RIM HEIGHT 17-I/8". INSTALL I"RIGID,INSULATION CUT TO FIT BETWEEN SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY CONTINUOUS BEAD OF SEALANT THE RAFTERS. FOAM SEAL BOTH SIDES ALONG UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A CONTINUOUS BEAD OF ADHESIVE RAFTER WITH EXPANDING FOAM SEALANT. MAINTAIN VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. 2 LAVATORY SHALL BE: V/5 BATH COLLECTIONS SIMPLE 60.50A ADA WALL MOUNTED/VESSEL BATHROOM 51NK IN CERAMIC 23.6"X 197' 2 CONTINUOUS BEAD OF SEALANT EQUAL VENT SPACE FOR LENGTH OF RIGID STATE EDUCATION LAW. INSULATION VENTED AIRSPACE ACC E55O RY 5 C H ED U LE FLOOR ATTIC INSULATION Drawing Title �— Air 5eal DetallSi � O GRAB BAR TO BE 42"GRAB BAR WITH PEENED GRIP AND POLISHED ENDS MODEL#85806.99 BY BOBRICK,OR APPROVED EQUAL INSTALL I°RIGID INSULATION VERTICALLY TO CONNECT INSULATING SHEATHING TO Bathroom Flal`15 O GRAB BAR TO BE 3G"GRAB BAR WITH PEENED GRIP AND POLISHED ENDS MODEL#85806.99 BY BOBRICK,OR APPROVED EQUAL RIGID INSULATION BAFFLE. FOAM SEAL CONTINUOUS BEAD OF SEALANT BOTH JOINTS SCTM# 1000-106.00-06.00-003.000 BUILDING No: OGRAB BAR TO BE 24"VERICAL GRAB BAR WITH PEENED GRIP AND POLISHED ENDS MODEL#85806.99 BY BOBRICK,OR APPROVED EQUAL 5CDH5 No.: C-21-0373 JM2 No: 2022-OG42 OSURFACE MOUNTED TOILET PAPER DISPENSER TO BE:BOBRICK SINGLE ROLL MODEL#B2730 BY BOBRICK,OR APPROVED EQUAL CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD OF SEALANT 25A No: 7573 DATE: 3/G/2024 INTERIOR GYPSUM WALLBOARD AS AIR BARRIER SEAL t SIGNATURE: DESIGNED BY. TF O ELECTRIC HAND DRYER TO BE EXCEL XLERATOK(XL-SBV)HAND DRYER,STAINLESS, 205-277V CHECKED BY: JM EXTERIOR INSULATED WALL O FRAMED MIRROR TO BE VARIABLE 24"WIDTH x 3G"HIGH B-250 SERIES FRAMED MIRROR BY BOBRICK,OR APPROVED EQUAL �gI ED SCALE: As indicated CONCEPTUAL AIR SEALING STRATEGY AT UPPER FLOOR BAND JOIST I"EXT. INSUL.SHEATHING AS ATTIC SAVE BAFFLE AND VENT SURFACE MOUNTED WASTE RECEPTICAL TO BE 8-35639 TRIMLINE SERIES W/DISPOSAL DOOR A5 MANUF. BY BOBRICK OR APPROVED EQUAL DWG No: NOTES: Air 5eal Deta1I5 ` ALL TOILET ACCE550RIE5 SHALL BE MANUFACTURED BY"BOBRICK",OR APPROVED EQUAL 3945 (��� • COPPER AND CAST IRON PPING SHALL BE SUPPORTED BY HANGERS ANCHORS AND SUPPORTS. HANGERS AND STRAPPING MATERIAL SHALL BE OF APPROVED MATERIAL THAT WILL NOT PROMOTE GALVANIC I I /2n I= I -OII A F F N�� ACTIONS AS PER TABLE B.C.-308.5. MAXIMUM HORIZONTAL SPACING FOR SUPPORT OF C.I.SHALL BE 5-0". MAXIMUM HORIZONTAL SPACING FOR SUPPORT OF COPPER PIPING SHALL BE 12'-0." Architect of Record: lu J M­ 2 - RC ITECTUREpc JM2 ARCHITECTURE,PC 2410 NORTH OCEAN AVENUE SUITE 300 IN FARMINGVILLE,NY, 11735 Him T I G31.320.3305 Fl G31.320.3307 V — — Y Applicant: Anthony Martignetti North Wall- Bar Room I East Wall- Bar Room r4 81ast92nd St,Apt 3 = 1 1—OII ��8 1 4 1 New York,NY 10128 1 /411 / II = 1_0 ii A-8 (917)535-3777 Architect of Record: JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 Farmingville,NY 11738 (G31)320-3305 Structural Engineer: E2 Engineers E 71 485 Montauk Ave New London,CT OG320 (8GO)437-3259 MEP Engineer: Emtec Consulting Engineers DPC 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11779 First Floor Fst o0 3(G31) 5G-217G ir floor O — 0 .... ., ,r.,.r�'✓eJrvsr<ad»a✓ — O r :,Y: :,.:; h A,Poff 4f .m.,daau.,av'•w.ss�.fx�,wm � .�kb' u✓ �. .. ',' .. Jsk»as£css ..: .. i..� .. :,%m4Aw'vm.?Sn�r2/u'�:;.s f,i.t.'". � 'i' � 'B a,.AS ,�;✓k" 'f Surveyor: Nathan Taft Corwin III 158G Main Road, South Wall- Bar Room 3 West Wall- Bar Room 2 JameSport,NY 11947 11411 = 1 1-011 A-8 11411 _ 1 1-01, A-8 (G31)727-2090 Project Name 5775 W Mill Rd FI R5T FLOOR INTERIOR ELEVATIONS Project Address 5775 W Mill Rd, Mattituck, NY 11952 Project Type Lift � Renovation RCV151on5 Design Development 03-14-2022 Revised per Owner 04-1 1-2022 Revised per Owner 04-21-2022 Kitchen revised per Owner OG-I G-2022 Updated w5cating Layout 07-20-2022 Revised Seating Layout 08-1 1-2022 Revised per 5CDH5 Food Control 09-12-2022 Plans Revised per Owner 09-28-2022 Lighting Plans Revised per Owner 10-14-2022 Lighting Plans Revised per Owner 10-21-2022 Construction Documents 1 1-02-2022 Revised and Resubmitted to Town 2-15-2023 Issued to Owner for Review 3-15-2023 Revised and Resubmitted to Town 5-17-2023 Revised and Reissued G-2G-2023 Revised and Reissued to Food Control 9-15-2023 Revised and Reissued 9-2G-2023 Resubmitted to Town 10-2G-2023 Food Control Approved 1 1-20-2023 Revised and REISSUed 1 1-21-2023 Revised and Reissued 12-G-2023 Revised and Reissued 1-29-2024 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title Interior Ele.Vatl0l`15 SCTM# 1000-IOG.00-OG.00-003.000 BUILDING No: SCDHS No.: C-21-0373 JM2 No: 2022-OG42 ZIBA No: 7573 DATE: 31G12024 51EAL E SIGNATURE: DESIGNED BY: TF CHECKED BY: JM ED SCALE: I/4"= I'-0" Q >1 DWG No: 3945 tS� � F NEA= 8 / i ADA ACCE551BLE(USABLE)REQUIREMENTS:(ICC A] 17.1 2009/2020 IBC SHALL APPLY) ADA MANEUVERING CLEARANCES PROTRUDING OBJECTS Architect of Record: z 36" 39" 4I" y CO 36"MIN. 36"MIN, 0 0 0 0 24" 12"MIN. n n PROTRUDING OBJECTS 18" 18" 1811 I, �II' I� D MIN. 12"MAX. 42"MIN. Jm' 2 0 7C36 ANY AMOUNT 12 MAX. RE5TROOM MEN WOMEN 14 t - MAX. Lobby �L LAB'• )3 LAV FINISH FLOOR m m a m `r 4"MAX. CLEAR "� r4 HITECTUREpc 7C6, m z z c'o co - CLEAR CLEAR ♦ CLEAR 7Cm co — T.P. FLOOR FLOOR �' FLOOR 'n JM2 ARCHITECTURE,PC SPACE SPACE o► SPACE NOTES: 36" 24 10 NORTH SUITE AVENUE 1. ADJ TO LATCH SIDE OF DOOR — 2. G"PICTOGRAM WITH VERBAL DESCRIPTION — o FARMINGVILLE, NY, 11735 3. CENTER 60"FROM FLOOR (A)BACK WALL (B)51DEWALL (C)ELONGATED WALL- � I I I T 631.320,3305 F 631.320.3307 48"MIN. 48"MIN. 60"MIN. 4. LETTERS AND NUMERALS ARE RAISED 1/32"SANS-SERIF UPPERCASE CHARACTERS HUNG(URINAL) w N U N 5. BLACK COPY ON A BRUSHED ALUM. BACKGROUND = _ 3-- N Appl Icant: CLEARANCE5 AT WATER CL05ET5 2 51GNAGE IN PUBLIC AREAS CLEARANCES AT WATER CLOSETS$URINALS Anthony Martignetti I �� (A)WALKING PARALLEL TO A WALL (B)WALKING PERPENDICULAR TO 8 East 92nd St,Apt 3 A WALL New York,NY 10128 STORAGE SHELVES AND CLOSETS (917)535-3777 10" Architect of Record: JM2 Architecture,PC 30" 24" 2410 North Ocean Ave.Suite 300 Farmingvdle,NY 1 1735 I - I 17 19 12"MIN'. 12"MIN. 12"MAX. 42"MIN. It I (631)320-3305 17"MIN. 1,—C) Structural En Ineer: EQUIPMENT CLEAR — 9 Z LEAR PERMITTED IN z z v � E2 Engineers Z El FLOOR i / 0 458 Montauk Ave z z 111 :5PACE LOOR SHADED SPACE II IINew London,CT OG320 b AREA C14 '� "' T P "' `° m (860)437 3259 O N 48"MIN, z 30, 06"MAX. �* —9 MAX. N m 3G"MAX MEP Engineer: a, (A)CLEAR FLOOR SPACE (B)HIGH AND LOW 51DE (C)MAX.SIDE REACH OVER Emtec Consulting Engineers DPC 8 MAX. z (PARALLEL APPROACH) REACH LIMITS OBSTRUCTION 3555 Veterans Memorial Hwy,Suite M 017" 48"MIN. 24"MAX NOTE: DASHED AREAS ARE REINFORCED TO RECEIVE GRAB BARS Ronkonkoma,NY 11779 MIN. LAVATORY CLEARANCES AND MOUNTING HEIGHTS DRINKING FOUNTAIN CLEARANCES REINFORCED AREAS GRAB BARS AT WC (63 I)356 2176 4 5 U Surveyor: Nathan Taft Corwin III r- 1586 Main Road,� Jamesport,NY 1 1947 NOTE: WATER CLOSETS: \ co (63 I)727 2090 PORTION OF COUNTERTOP TO BE DROPPED TO 2'-10"AND CLEAR FLOOR SPACE AT THE WATER CLOSET SHALL BE AS 1, w METAL STUDS @ IT O.C. �� z n Project Name CABINETS REMOVED AS PER LL58/87 REQUIREMENTS. SHOWN. o J - ALL OVERHEAD KITCHEN CABINET5 AND CABINETS TOPS(INCL. THE HEIGHT OF THE WATER CL05ET SHALL BE AT LEAST o SINK,BUT EXCL. STOVES,COOKTOP5 AND OVER PA55THROUGH 15"*NO MORE THAN 19",MEASURED TO THE TOP OF THE 20 GA.STEEL OPENINGS)MUST BE INSTALLED SO THAT THEY CAN BE LOWERED, TOILET SEAT. 211 .1 2 Imo. 5775 W Mill Rd SUCH THAT THE TOP OF THE LOWEST SHELF IS NO HIGHER THAT GRAB BARS SHALL BE IN5TALED AS SHOWN, ANCHOR PLATE. PAN HEAD SCREW 45"ABOVE FIN. FL. FOR HANDICAP ADAPTABILITY. AND SHALL COMPLY WITH SECTION 4.24(ANSI),OR (A)SHELVES (B)CL05ET5 (C)FORWARD REACH LIMIT STRUCTURAL REINFORCEMENT OR OTHER PROVISIONS SHALL BE MADE THAT WILL ALLOW INSTALLATION OF GRAB Project Address BARS IN THE LOCATION SHOWN, 5775 W Mill Rd, THE TOILET PAPER DISPENSER SHALL BE INSTALLED WITHIN o " o REACH AS SHOWN. N �, GYPSUM WALLBOARD M attituck, NY 11952 GRAB BAR TO BE INSTALLED WHERE (INDICATED ON PLANS. Project Type A: BEFORE REMOVAL OF CABINETS AND BASE 7-9"MIN. (SEE PLANS) Lift Renovation ` �71 TYP. KITCHEN SINK COUNTER HANDICAP ADAPTABLE RCV151ons HANDICAPPED ACCESS NOTES: Design Development 03-14-2022 1. DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE MOUNTED SO THAT Revised per Owner 04-1 1-2022 CLEAR WIDTH OF DOORWAY 15 AT LEAST 32 INCHES. WINDOW NOTES:WINDOWS AND DOORS SHALL BE PURCHASED DIRECTLY FROM ANDERSEN BY OWNER 41"0 2. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL Revised per Owner 04-21-2022 SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE. Kitchen revised per Owner 06-16-2022 ', 25"SINK o 3. MAXIMUM EFFORT TO OPERATE FIRE DOORS SHALL BE 15 LDS.AT OTH dated U w/5eatin Layout INTERIOR DOORS 5 C h E D U LE O F 5 P EC I A L I N 5 P ECT I O N S p g 07-20-2022 MAXIMUM EFFORT TO OPERATE SHALL BE 5 LBS. Window Schedule 0 Revised Seating Layout 08-1 1-2022 4. FLOOR, RAMP,AND TREAD SURFACES SHALL BE SLIP RESISTANT. Width T e Sill Height Height Comments Keynote 5. EMERGENCY WARNING SYSTEMS SHALL ACTIVATE A MEANS OF WARNING FOR THE HEARING IMPAIRED. YP 9 9 Y PURSUANT TO CHAPTER 17 OF THE 2020 NYS BUILDING CODE,SPECIAL INSPECTIONS SHALL BE PERFORMED BY A QUALIFIED AND APPROVED Revised per SCDHS Food Control 09-12-2022 FLASHING VISUAL WARNING SHALL HAVE AFREQUENCY OF NOT MORE THAN 60 FLASHES PER MINUTE. SPECIAL INSPECTION AGENCY.THE FOLLOWING SPECIAL INSPECTIONS SHALL BE PERFORMED PER TABLE 1705.2.3, 1705.3, 1705.6,AND Plans Revised per Owner 09-28-2022 10' -8" 128"x 48" 1' -8" 4'-0" FIXED 3 CAUX 3' 1705.7.`r G. THRESHOLDS SHALL NOT BE MORE THAN I/2"HIGHER THAN ADJACENT FLOOR OR LANDING. LEVEL , Lighting Plans Revised per Owner 10-14-2022 „ N CHANGE BETWEEN 114"AND 112"SHALL BE BEVELED WITH SLOPE NO GREATER THAN 1:2. - - 6'X4 Li htin Plans Revised per Owner 10 21 2022 0 -2 � N 7. CENTER OF ALARM PULL BOXES SHALL BE 4'-0"A.F.F. 2 -4" 28 x 28 4 4' 2 6 VENT AAX2426 SPECIAL IN5PECTION5 AND TESTS,STATEMENTS,AND SPCIAL INSPECTIONS, RESPONSIBILITIES OF CONTRACTORS,SUBMITTALS TO THE 9 9 p 8'- 1" 97"x 48" 2'-7" 4'-0" AAX4040-2 BUILDING OFFICIAL AND STRUCTURAL OBSERVATIONS SHALL MEET THE APPLICABLE REQUIREMENTS OF SECTION 1704 OF THE 2020 NYSBC. Construction Documents 1 1-02-2022 _z 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 THE OWNER OR THE OWNER'S AUTHORIZED AGENT SHALL EMPLOY: 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 Revised and Resubmitted to Town 2-15-2023 27"0 GO"DIAMETER 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 SOIL MECHANICS DRILLING CORPORATION Issued to Owner for Review 3-15-2023 — 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 3770 MERRICK ROAD,SEAFORD,NY 11753 Revised and Resubmitted to Town 5-17-2023 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 FROM THE CORRESPONDING TABLES: Revised and Reissued 6-26-2023 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 OR APPROVED AGENCY PROVIDE SPECIAL INSPECTION'S AND TESTS DURING CONSTRUCTION. REFERENCE STANDARD AND NYSBC REFERENCE Revised and Reissued to Food Control 9-15-2023 NOTE: 2 -6' 30 x 54 2'-6 4 -6 ACTIVE/ACTIVE TCLDH2646 1704.5-REQUIRED CERTIFICATES OF COMPLIANCE Revised and Reissued 9-26-2023 X=36"MINIMUM IF Y=60". 2'-6" 30"x 54" 2'-6" 4--6" ACTIVE/ACTIVE TCLDH2646 X=42"MINIMUM IF Y-54" 1705.I-1705.10-REQUIRED SPECIAL INSPECTIONS AND TESTS Resubmitted to Town I 0-26-2023 PULL SIDE 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 1705.11 -SPECIAL INSPECTIONS FOR WIND RESISTANCE Food Control Approved 1 1-20-2023 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 1705.12-SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE Revised and Reissued 1 1-21-2023 NOTE: 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 1705.13-TESTING FOR SEISMIC RESISTANCE. Revised and Reissued 12-6-2023 PULL 51DE Y=54"MINIMUM IF 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 DOOR HAS A _z 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 ALL INSPECTIONS,TEST AND VERIFICATION SHALL BE IN ACCORDANCE WITH THE FOLLOWING,WHERE APPLICABLE: Revised and Reissued 1-29-2024 CLOSER. 4m FULL SIDE 2' -6" 30"x 54" 2'-8" 4'-6" ACTIVE/ACTIVE TCLDH2646 18"MIN 40 X 24"MIN. 2' -6" 30"x 54" 2'-8" 4'-6" ACTIVE/ACTIVE TCLDH2646 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS (24"PREFERRED) X 2' -8" 32"x 20" 5'- 1 3/4" 1'-8" FIXED CAUX SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY 8'- 1" 97"x 48" 2'-7" 4'-0" VENT/VENT AAX4040-2 UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A TYPE CONT. PERIODIC VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. NOTE: NOTE: 8'- 1" 97"x 48" 2'-7" 4'-0" VENT/VENT AAX4040-2 24"MIN. 8'-1" 97"x 48" 2'-7" 4'-0" VENT/VENT AAX4040-2 SOILS STATE EDUCATION LAW. z z Y=48"MINIMUM IF z X=48"MINIMUM IF DOOR PUSH SIDE mo NOTE: DOOR HA5 A X 411111M PUSH 51DE HAS BOTH LATCH AND A 8'-1" 97"x 48" 2'-7" 4'-0" VENT/VENT AAX4040-2 �o NOTE: Y=48"MINfMUM IF DOOR HAS A v VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO X `r X=12"IF DOOR CLOSER. CLOSER. 2 -6 30 x 54 1'-10' 4'-6 ACTIVE/ACTIVE TCLDH2646 ACHIEVE THE DE51GN BEARING CAPACITY LATCH t CLOSER 2'-6" 30"x 54" 1'- 10' 4' -6" ACTIVE/ACTIVE TCLDH2646 Drawing Title HAS BOTH CLOSER 2'-6" 30"x 54" 1'- 10" 4'-6" ACTIVE/ACTIVE TCLDH2646 VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED X ADA, 1n5P6Gt1on5, $LATCH 54"MIN. Le 2'-6" 30"x 54" 1'- 10" 4'-6" ACTIVE/ACTIVE TCLDH2646 PROPER MATERIALPUSH SIDE 2'-6" 30"x 54" 1'- 10" 4' -6" ACTIVE/ACTIVE TCLDH2646 (A)FRONT APPROACHES-SWINGING DOOK5 (B)HINGE-SIDE APPROACHE5-5WINGING DOORS (C)LATCH-SIDE APPROACHES-SWINGING DOORS 2'-6" 30"x 54" 1'- 10" 4'-6" ACTIVE/ACTIVE TCLDH2646 DRIVEN DEEP FOUNDATION ELEMENTS 2'-6" 30"x 54" 1'- 10" 4'-6" ACTIVE/ACTIVE TCLDH2646 Window 5chedulp, VERIFY ELEMENT MATERIALS,SIZES,AND LENGTHS COMPLY WITH THE X 3' -0" 36"x 48" 3' -0" 4'-0" REQUIREMENTS 3' -0" 36"x 48" 3'-0" 4'-0" 5CTM# 1000-106.00-06.00-003.000 BUILDING No: 48" L 48" L 32"MIN. 3' -0" 36"x 18" 5'-6" 1'-6" DETERMINE CAPACITIES OF TEST ELEMENTS AND CONDUCT ADDITIONAL X 3'-0" 36"x 18" 5'-6" 1'-6" 1 LOAD TE5T5 AS REQUIRED SCDHS No.: C-21-0373 JM2 No: 2022-0642 3'-0" 36"x 48" T -0 1/2" 4'-0" ALL SECTIONS REFERENCED REFER TO 3'-0" 36"x 48" T -0 1/2" 4'-0" INSPECT DRIVING OPERATIONS AND MAINTAIN COMPLETE AND X ZBA No: 7573 DATE: 3/G/2024 INTERNATIONAL CODE COUNCIL A-1 17.1- 3 -0 36 x 48 2- -6-1 4 -0 ACCURATE RECORDS FOR EACH ELEMENT 3'-0" 36"x 48" 3'-0 1/2" 4'-0" SEAL SIGNATURE: DESIGNED BY: TF 2009,AS REQUIRED PER THE 2020 IBC. 3'-0" 36"x 48" 2' -6" 4' -0" VERIFY PLACEMENT LOCATIONS AND PLUMBNE55,CONFIRM TYPE AND - r 3'-0" 36"x 48" 2' -0" 4' -0" SIZE OF HAMMER,RECORD NUMBER OF BLOWS PER FOOT OR CHECKED BY: JM 3' -0" 36"x 48" 2'-0" 4'-0" PENETRATION, DETERMINE REQUKIED PENETRATIONS TO ACHIEVE X �ED 2'-4" 28"x 18" 4'-0" 1'-6" DESIGN CAPACITY, RECORD TIP AND BUTT ELEVATIONS AND DOCUMENT `5 C�yj SCALE: I/4"= L'0" 3'-0" 36"x 36" T-3" 3'-0" ANY DAMAGE TO FOUNDATION ELEMENT. 3'-0" 36"x 48" 2'-9" 4'-0" DWG No: (D)TWO HINGED DOORS IN SERIES (E)HINGED DOOR 3' -0" 36"x 36" 2'-__6" T-0" STRUCTURAL ELEMENTS � 1 3'-0" 36"x 36" 2'-6" 3'-0" PILE FOUNDATIONS X ADA Deta i 15 I STRUCTURAL STABILITY X 9T 3945 QQ' A= 9 A-9 • FOR SPECIALTY ELEMENTS,PERFORM ADDITIONAL INSPECTIONS AS DETERMINED BY THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE F F NEB�" CHARGE. 8'-7 3/4" MIN MO ELEVATIONS SHOWN FROM EXTERI O R Architect of Record: S-0 3/4" MIN Ma e-7 ye MM 3'--2 3%4„ MIN MO GENERAL NOTES .3'-0 1/4" TRIM 8'-1 1/2" MIN RO 3'-2 1/4" TRIM USE OF DRAWINGS » v These drawings are provided as a service by Andersen Windows,Inc.for the benefit of its customers.Information in these drawings may 2'-6 1/2. MIN RO B'-It OA UD 2.-8 1/2 MIN RO only be used in conjunction with the project identified on the drawings and when made part of the dealer or distributor submittal. JM, 2 2'-µ6" UD 4'-0" UD 4'-0" UD V4," .LID Anyone using this drawing acknowledges that Andersen has no obligation(a)to assure the sufficiency or correctness of information " provided to Andersen in order to prepare the drawings,or(b)to perform any on site Inspection,during or after the construction.Anyone I T E T E P C A E 1 00 0 using this drawing also agrees to defend,indemnify and hold Andersen and its employees harmless from any claim for injury,'damage or 4RCj�, 2 2 t 2 toss(a)arising from any actual or alleged Insufficiency or incorrectness of information ptovided.to Andersen regarding the construct or(b) alleged to have been caused or contributed to as a result of a failure to perform an on-site inspection of the construction by Andersen.in o the event Andersen incurs expenses,including reasonable attomey's fees,to enforce this indemnity,-such expenses shall be paid by JM2 ARCHITECTURE,PC anyone using this drawing. 24 10 NORTH OCEAN AVENUE SUITE F \ k� ANDERSEN, DEALER OR DISTRIBUTOR SUBMITTAL FARMINGVILLE300 11738 _ 2 H F t These drawings are a part of materials submitted by an Andersen dealer or distributor.Carefully review these materials for additional o z 2 pecifrcationsandeitherIm ortantinformation. T 631.320.3305 F� 631.320.3307 notes,s p . Q MODIFICATIONS - N a AUX Andersen is not responsible forsubsequent additions,modifications or alterations made by others to the drawings or to the work "� 2 described in the drawings. Applicant: CODE Anthony Martigneth w`r 2 /7 /j Compliance with allCOMPLIANCE applicable laws,ordinances,building codes and safety requirements with regard to Andersen specifications or use of 8 East 92nd St Apt 3 t the units within the project is the responsibility of others. P PROTECTION OF UNITS New York,NY 10128 Store units and accessories off ground,under cover'protected from weather and construction activities.Protect uncartoned,setup (917)535 3777 multiple units.Continue protection of units from construction activities offer installation. PRODUCTPERFQRMANCE Architect of Record: O AWN Individual units and unit combinations will perform to the Design Wind Load Pressure shown on these drawings when Installed in 2 Architecture,PC 2 accordance with recommended instructions and these drawings. For additional performance data and other important general notes, JM JM 24 C DHG — -,AIVDERS£N 1� X 3 I'le installation and safety information,review current publications of"Andersen®Product Guide for Professionals",or online at 10 North Ocean Ave.Suite 300 LVL REINFORCED JOINING Aridersenwindows.com Farmingvdle,NY 11735 FIELD TESTING (631)320-3305 Andersen recognizes field testing specifications as set forth in AAMA 502"Voluntary Specifications for Field Testing of Newiy'lnstalled Fenestration Products".The water penetration resistance shall be to ASTM Ell 05"Standard Method for Feld Determination of Water 5t ru ct u ra I E n g 1 n ee r: Penetration of Installed Windows,Skyrights,.Doors and Curtain Walls by Uniform or Cyclic Static Air Pressure"procedure B. For E2 Engmeers additional clarification,review Andersen Field Test Policy provided as part of the submittal documents or online at Andersenwihdows.corn INSTALLATION AND FINISHING INSTRUCTIONS 488 Montauk Ave Except as noted on these drawings,follow recommended installation instructions provided with the units which are an integral part of New London,CT 06320 **ADDITIONAL INSTALLATION REQUIREMENTS** these drawings. (860)437-3259 SEE :EXAMPLE ELEVATION ON PAGE 1 Windows installed on a floor system require consideration of impacts including but not limited to water management,type of glass, installation Integration,anchoring methods and/or interference with other building components. MEP En I neer: CONSTRUCTION BY OTHERS 9 Andersen is not responsible for conditions in or performance of building construction adjacent to and beyond the perimeter of the Eni Consulting Engmeers DPC MAHOGANY WITH CLEAR COAT INTERIOR MAHOGANY WITH CLEAR COAT .INTERIOR MAHOGANY WTIH CLEAR COAT INTERIOR Andersen units.Selection of the method of attachment of the Andersen units to the building structure and the types of fasteners to be 3555 Veterans Memorial Hwy,Suite M MAXIMUM DESIGN PRESSURE = 30 PSF MAXIMUM DESIGN PRESSURE � 30 PSF MAXIMUM DESIGN PRESSURE = 30 PSF used beyond those identified in ourcurrent installation guides is the responsibility of others. Ronkonkoma,NY 11775 WINDOW �/( � / �/�'} DIMENSIONS (631)356-2176 WINDOW TYPE " " WINDOW TYPE if D if M Y I N D o Y Y ► I !—E tt E" unit dimensions shown are tdthe exterior face of the window or door frame cladding material unless otherwise noted.Field verification of rough opening dimensions Is the responsibility of others.Rough and masonry opening dimensions shown may need to be increased to 5 u rveyor: allow for mulled unit tolerances. SCALE; 1/27 = V-O" QUANTITY. 4 -SCALE: 1/2" = 1'-0" QUANTITY: 5 SCALE:, 1/2" = 1'-d" QUANTITY; 1 ROUGH OPENING(R.O.) Nathan Taft Corwin III Rough opening dimensions shown are the minimum dimensions recommended for proper installation.These dimensions may need to be 1586 Main Road, increased to allow for use of building wraps,(lashings,sill panning,brackets,fasteners or other items within the rough opening. Jamesport,NY 11947 i00 Series window combinations require 3/8"shim space each side for tough opening sizing.Larger rough openings need to be (631)727-2090 / S-0 3/4" MIN MO coordinated with architect and/or general contractor to make sure window combinations are positioned forproper installation. 5'-6 7 $" MIN' MO 3'-7 1 4" MIN MO SPECIAL NOTES 5'-6 5/16" TRIM 3'--15 3/4" 'TRIM S-0 1/4" TRIM Notes on the drawings marked with the Andersen logo( )describe recommendations that may differ from the project construction 5'-0 5 8" MIN RO documents. Project Name / 3'�=1" MIN RO 2'-6 1/2" MIN RO 5'-0 1./16" UD 3'-0 1/2" UD 2'--6" UD GENERAL PRODUCT NOTES: 5775 W Mill Rd NK-NN 1.. ,ALL UNITS TO HAVE 2604 COLONY WHITE COLOR EXTERIOR, INTERIOR AS NOTED ON ELEVATIONS U.N.O. 2 2 2. 2. ALL UNITS TO HAVE LOW-E4 GLAZING, U.N.O. ALL DOOR UNITS TEMPERED. 3. SOME UNITS TO HAVE 5/8" DIVIDED LIGHT GRILLES WITH SPACER, .PATTERN AND LOCATION PER Project Address - ELEVATIONS, 2604 COtANY WHITE COLOR EXTERIOR, INTERIOR TO MATCH INTERIOR OF UNIT 11.N.0. 4, ALL DOUBLE-HUNG UNITS TO HAVE 2604 COLONY WHITE, COLOR, TRUSCENE INSECT SCREEN FRAMES 5775 W Mill Rd, P P U.N.O, 2 2 5. ALL AWNING UNITS TO HAVE MAHOGANY WITH CLEAR COAT, 'TRUSCENE INSECT SCREEN FRAMES U.N.O.© 6. ALL VENTING WINDOW UNITS TO HAVE BLACK COLOR HARDWARE U.N.O. M a tt t u c k, NY 11952 z 7, ALL DOOR UNITS TO HAVE ALBANY STYLY, BLACK COLOR HARDWARE.. B, CONTINUOUS DRIP CAPS RECOMMENDED FOR ALL UNITS. 9. ALL E-SERIES UNITS AND COMBINATIONS OVER 30 SF OR REQUIRING DP50 OR GREATER, ARE Project Type Z "M n i 2 W B RECOMMENDED TO INCLUDE A SECONDARY MEANS OF FASTENING IN ADDITION TO THE STANDARD 00, INSTALLATION FLANGE. Lift Renovation 2 a �^ M Cp d ' SPECIAL NOTES: 7'�-3 1/2" OA MIN ;RO J �t I 7'-3" OA UD / 6 Q TEMPERED GLASS 3'-7" UD 3"-7" UD Revisions C DHG LPT LOW PROFILE THRESHOLD Design Development 03-14-2022 2 i Revised per Owner 04-1 1-2022 Revised per Owner 04-2 I-2022 a Kitchen revised per Owner 06-16-2022 rra Updated wl5eating Layout 07-20-2022 o 'RENFRCED t ININGWHEREE-$FRIES IOHPO H W Revised Seating Layout 08 I I-2022 LPT tPT SPECIFIED j �' Revised per 5CDH5 Food Control 09-12-2022 r„ Plans Revised per Owner 09-28-2022 ■■ �IN■ Lighting Plans Revised per Owner 10-14-2022 Lighting Plans Revised per Owner I 0-2 I-2022 MAHOGANY WITH CLEAR COAT INTERIOR PINE WITH CLEAR COAT INTERIOR PINE WITH CLEAR COAT INTERIOR __.__-�_ I INIMUM DESIGN PRESSURE _ 40 PSF LIMITED WATER MAXIMUM DESIGN PRESSURE = 40 PSF ]LIMITED WATER = ca I . Construction Documents I i 02-2022 MAXIMUM DESIGN PRESSURE 30 PSF R e _ _�-- _- -w u _ -- - j zKI a Revised and Resubmitted to Town 2-15-2023 'DOOR TYPE_ ifH" DOOR TYPE fJ" WINDOW TYPE ftA?f Q 1' i N Issued to Owner for Review 3-15-2023 L/t/ TYPE_ DOOR I t ! Y V L t V LJ l.!Y Y TYPE ,r! ■ lir ■ Revised and Resubmitted to Town 5-17-2023 +� r - » » � » a a r w ,V.? SCALE: 1/2 = . --;CI QUANTITY: 4 SCALE: 1/2 ` 1 -0 QUANTITY: I SCALE. 1/2 = 1 -O QUANTITY:. 12 a `` II{ Revised and Reissued G-26-2023 » , „ `t� j � Revised and RCISsued to Food Control 9-15-2023 5-7 3f4 MIN MO 11 �2 3/4 MIN MO "� / `' Rev1sed and Re1ssued 9-26-2023 2'-10 3/4" MIN MO V-7 1/47 TRIM 11'-2 1/4" TRIM r N r " 5 y „ MIN :RO �. Resubmitted to Town 10-26-2023 2-10 1/4 TRIM -1 1/2" 2 MIN RO 10-8 1/2* ----- � —:-�I a Food Control Approved I I-20-2023 2'-4 1/2" MIN RO 50-:f OA UD 10'-8" OA UD -- -W-__- Revised and Re155Ued 1121 2023 Rew5ed and Reissued 12-6-2023 2'-4" UD 2'-1 " UD 2"�-6" lJD 3'--6" UD 3'�-6" U0 3'-6" LtD 6"12e OR LESS 2e OR LESS 24" OR LESS 24" OR LESS 6" Revised and Reissued I-29-2024 E A 1" J 1" 1" 2 2 2 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS ANCHORAGE KEY: SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY JAMB CLIP/SCREW THROUGH JAMB - HELD APPLIED BY OTHERS UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A rK a a VIOLATION OF SECTION 7209 5UB-DIV15ION 2 OF THE N.Y. ? 2 2 ILI ti JOINING ANCHOR PLATE STATE EDUCATION LAW. jZ1c5 � � M ,I to a **EXAMPLE ELEVATION' ONLY** Drawing Title SCALE 1/2" = 1'-0" c3 r D G AWN B 2 tr "d o 2 2 Window Door Detalb L AUX AUX AUX DHG DHG 2 a 5CTM# 1000-106.00-06.00-003.000 BUILDING No: 2 ANDERSEN 1 X 3 1/2 ANDERSEN 1" X 5 3/16" LVL REINFORCED ,JOINING SCDHS No.: C 2I 0373 JM2 No: 2022 0642 LVL REINFORCED JOINING ZBA No: 7573 DATE: 3/612024 SEAL*SIGNATURE: DESIGNED BY: TF CHECKED BY: Checker D ** a G,� SCALE: 112"= I'-0" ADDITIONAL INSTALLATION REQUIREMENTS** �5 ti�E n q j� WHITE COLOR TRUSCENE INSECT SCREEN .FRAME SEE EXAMPLE ELEVATION ON PAGE 1 Q��o�� y4`�p �'..� DWG No: PINE WITH CLEAR COAT INTERIOR PINE WITH CLEAR COAT INTERIOR PINE WITH CLEAR COAT INTERIOR MAXIMUM DESIGN PRESSURE = 30 PSF MAXIMUM DESIGN PRESSURE = 30 PSF MAXIMUM DESIGN PRESSURE = 30 PSF * i WINDOW TYPE 3fB» WINDOWTYPE >f » ��' 0 Q� fr WINDOW TYPE Fif 39 �Q SCALE: 1/2" = 1'-O" QUANTITY: 1 SCALE: 1/2' = 1'-0" QUANTITY: 1 SCALE: 1/2" 45 Am = V-0" QUANTITY: 1 F � 9 45 Architect of Record: J M2 1 1 1 5 3 3 ///1RC1ITECTUREpc 3 3 7 7 7 19 7 19 6 JM2 ARCHITECTURE,PC fi g 6 . 9 6 0 2410 NORTH OCEAN AVENUE 0 0 Q 9 SUITE 300 FARMINGVILLE, NY, 11735 � 4 9/15" " 2 7 f 8" � 2 7 f B" T I G31.320.3305 Fl G31.320.3307 4 9/16 D ET�I L NOTES r,, "' Applicant: _. . 1 BUILDING WRAP BY OTHERS �? t� '� co i j /r A Anthony Martignetti c� / / 8 East 92nd St,Apt 3 f z /� New York,NY 10 128 PAN FLASHING OR SILL PAN BY OTHERS � � � W � � z � SEALANT � ,o , (917)535-3777 FL MGE SET IN BED OF EALAN BY OTHERS _ _ Architect of Record: NO SEALANT BEHIND SILL FLANGE r - '- 13 *- Z:) JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 FLASHING .I3Y OTHERS V Farmingvdle,NY 11738 DRIP CAP AS SPECIFIED, INSTALLED BY OTHERS SET IN 13 BE:D OF ;SEALANT, SEE 'GENERAL NOTES (G3 I)320 3305 SIXANT BY {OTHERS AT FLANGE/FRAME INTERFACE Structural Engineer: E2 Engineers BACK DAM BY OTHERS 488 Montauk Ave New London,CT OG320 ENTERIQR AIR SEAL. BY OTHERS A E�SERIES :DOUBLE-HUNG HEAD E E�-SERIES AWNING HEADrJ E-SERES AUXILIARY HEADrN_`� E-SERIES OUTSWING DOOR HEAD (8GO)437-3259 1 Q Sf AI ANT WITH FOAM BACKER ROD BY OTHERS SCALE: 3" = V-0" SCALE: 3" = "On SCALE: 3" = 1'—O" SCALE: 3" = 1'--0" 11 ANDERSEN EXTENSION JAMB OR STOOL AS SPECIFIED MEP En in 1 n ee r: Emtec Consulting Engineers DPC 12 ANDERSEN DRYWALL RETURN BEAD AS SPECIFIED 3555 Veterans Memorial Hwy,Suite M NY 13 A14DERSEN INSECT SCREEN AT OPERABLE UNIT, IF (G3I)35G-21 Ronkonkoma,217G 11779 SPECIFIED 9 14 ANDERSEN HARDWARE AT OPERABLE UNIT, IF 'SPECIFIED 9 13 g 9 Surveyor: 15 THRESHOLD °SET IN BEAD OF SEALANT BY OTHERS 19 19 Nathan Taft Corwin III 158G Main Road, 16 ANDERSEN SILL SUPPORT, IF _SPECIFIED /,'" Jamesport,NY 11947 1 ANDERSEN SILL, STEP, IF ,SPECIFIED a (G3 I)727 2090 Cb 18 A14DERSEN WOOD THRESHOLD, IF SPECIFIED / Protect Name 19 A14DERSEN JAMB .INSTALLATION .SCREW, IF SPECIFIED `" ,A14DERSEN EXTERIOR TRIM OR SILL NOSING, IF SPECIFIED 4 11%16" 5 7 7 5 W Mill Rd 21 A14DERSEN STORMWATCH HARDWARE 1 1 1 1 3 3/8" UNIT DIMENSIO 5 3 3/8' NIA` 'DIMENSIO� g 3 3�g" NIT bIMENSIQ 5 3 3�$" UNIT DIMENSION 5 �` U U — JOINING NOTES CS 3 1 4" MIN, R.O. 3 1 4° TIN. R.O. 3 1 4" MIN. R�. 3 Protect Address MIN. R.Q. 5775 W Mill Rd 5 10 ANDERSEN VINYL TRIM STRIP 10 1 10 10 I ANDERSEN ALUMINUM "TRIM STRIP o 0 0 M a tt i t u c k, NY 11952 A14DERSEN NON-REINFORCED .JOINING - � A14DERSEN ALUMINUM REINFORCED JOININGProtect Type B E--SERIES DOUBLE-HUNG JAMBrFN� E-SERIES AWNING JAMBK_R� E-SERIES AUXILIARY JAMB rP_` E-SERIES OUTSWING DOOR JAMB A14DERSEN STEEL REINFORCED JOINING SCALE: 3" = 1"-0" SCALE: 3" = V—D" SCALE: 3" 1'—•0" " " Lift Renovation A14DERSEN STEEL CLIP JOINING 2 SCALE: 3 = 1 -0 ANDERSEN LVL REINFORCED JOINING RC ANDERSEN FIBERGLASS REINFORCED JOINING _ - 51Sn S 13 ANDERSEN INTERIOR TRIM FIELD APPLIED BY OTHERS Design Development 03-14-2022 13 Revised per Owner 04-I I-2022 INTERIOR. TRIM SUPPLIED BY AND FIELD APPLIED BY t4 Revised per Owner 04-21-2022 07HERS <5 o e5 25 Kitchen revised per Owner OG-I G-2022 L STRUCTURE SUPPLIED AND FIELD APPLIED BY OTHERS z ` "' z Updated w/Seat ng Layout 07-20-2022 'z w A14DERSEN VINYL INTERIOR COVER FIELD APPLIED BY � —, M o Revised Seating Layout OS 112022 0 rHERS 'r !< r �- 4 z co Rewsed per SCDHS Food Control 09-12-2022 A sIDERSEN 2" STRUCTURAL TRIM COVER FIELD APPLIED _ � 40 Plans ReVnsed per Owner 09-28-2022 BY OTHERS w V � . Lighting Plans Revised per Owner 10-14-2022 CL ANDERSEN 3 31e F(BREX TRINE COVER FIELD APPLIED 4 9/16" T 7/ » T 2 7/ " a � Lighting Plans Revised per Owner 10-21-2022 9( OTHERS 0 0 0 BLOCKING SUPPLIED MD FIELD APPLIED BY -OTHERS 10 ` Construction Documents 1102 2022 10 10 , Revised and Resubmitted to Town 2-15-2023 A14DERSEN ADJUSTABLE MULL COVER 7 8 7 Ei 7 $ Issued to Owner for Review 3 15 2023 4 Z 4 2 6 1/4" Revised and Resubmitted to Town 5-17-2023 t T 19 1 19 15 2 Revised and Reissued G-2G-2023 Revised and Reissued to Food Control 9-15-2023 C E--SERIES DOUBLE-HUNG SILL G E-SERIES AWNING SILL L E.--SERIES AUXILIARY SILL Q E-SERIES OUTSWING DOOR THRESHOLD Revised and d 9-2G-2023 Resubmitted to too T Towown I 0-2G-2023 2 SCALE: 3" is—or 2 SCALE: 3" = 1'-0" 2 SCALE: .3" - 1'-0" ,2 _)SCALE: 3" = 1'0" LOW PROFILE THRESHOLD Food Control Approved I 1-20-2023 Revised and Reissued 1 1-21-2023 J Revised and Reissued 12-G-2023 Rewsed and Reissued 1-29-2024 J J THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A !` VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. a) / d Drawing Title 00 q Window Door Detaib z G G G B B B SCTM# 1000-IOG.00-OG.00-003.000 BUILDING No: 15 5 5/EI" 8 SCDHS No.: C-21-0373 JM2 No: 2022-OG42 1 2 ZBA No: 7573 DATE: 31GI2024 C�518" FDL GRILL D VERTICAL 1 " X 5 3 16" LVL JOIN �HVERTICAL 1 X 3 1 2" LVL JOIN M VERTICAL 1 " X 3 1 22" LVL JOIN R E-SERIES OUTSWING DOOR 'THRESHOLD SEAL SIGNATURE: DESIGNED BY: TF NOT TO S)CALE 2 SCALE:: 3" = 1"-0" DOUBLE-HUNG / DOUBLE—HUNG 2 SCALE: 3" � "0" AWNING .�/ AWNING 2 )scAv-' 3" = "0" AUXILIARY / AUXILIARY 2 SCALE: 3" = "0" STANDARD THRESHOLD CHECKED BY: Checker V_D C � .'j SCALE: 3"= I'0" 't"� 'fit` Q�U �� �� �.► DWG No: 39415 Q� A= 1 A 0 , 1 - 1 FF "It is a violation of the State Education Law for any person, Architect of ec0!' unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such r� _ Item Is altered, the altering engineer shall affix to the item M j his or her seal and the notation altered by followed by his or her signature and the date of such alteration, and a II o specific description of the alteration." ��+ itecture pCr'tr I�B� This plan is approved only for the work indicated on the THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSBC, 1ST I ! application specification sheet. all other matters are not to be LIGHTINGSYSTEMS COMMISSIONING PRINTING AND 202ONYSRC, 1ST PRINTING. relied upon, or to be considered as either being approved or I JM2 ARCHITECTURE, PC in accordance with applicable codes. NOTES 2410 NORTH OCEAN AVENUE I THE HEREBY UNDERSIGNED NY STATE REGISTERED DESIGN PROFESSIONAL STATE THAT r SUITE 300 FUNCTIONALTES1rING: TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS FARMINGVILLE, NY, 1 1735 IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 NEW YORK STATE ENERGY AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC. F * T 631 .320.3305 F) 631 .320.3307 CONSERVATION CODE SECTION! C408.3, PRIOR TO PASSING FINAL INSPECTION,THE REGISTERED DESIGN PROFESSIONAL SHALL PROVIDE EVIDENCE THAT THE LIGHTING - - ! Applicant: CONTROL SYSTEMS HAVE BEEN TESTED TO ENSURE THAT CONTROL HARDWARE AND 0 0 -' 0 0 ! ' Anthony Mary netts SOFTWARE ARE CALIBRATED,ADJUSTED, PROGRAMMED AND IN PROPER WORKING 0 EXTERIOR LIGHTING KEY NOTES i _ _� 1 I g ; 8 East 92nd St, Apt 3 CONDITION IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND ------_ � I p MANUFACTURER'S INSTRUCTIONS. FUNCTIONAL TESTING SHALL BE IN ACCORDANCE 0 ! __ / I I New York, NY 10128 WITH SECTIONS C408.3.1.1 THROUGH C408.3.1.3 FOR THE APPLICABLE CONTROL TYPE. 1. TIME CLOCK CONTROL ZONE 2 - EXTERIOR DECORATIVE BUILDING FACADE/FRONT OR ® (9 17) 535 - 3777 LANDSCAPE LIGHTING TO BE PROVIDED WITH CONTROLS TO COMPLY WITH SECTIONS � � 1 _.,w,.� OCCUPANT SENSOR CONTROLS: _ i �_.-____..� C405.2.6.1, C405.2.6.2 AND C405.2.6.4 C405.2.6.1 DAYLIGHT SHUTOFF USING AN 0 - __„__ WHERE OCCUPANT SENSOR CONTROLS ARE PROVIDED,THE FOLLOWING PROCEDURES EXTERIOR PHOTOCELL. Architect of Record : SHALL BE PERFORMED: ----_� JM2 Architecture, PC �_- 1. CERTIFY THAT THE OCCUPANT SENSOR HAS BEEN LOCATED AND AIMED IN 2. C405.2.6.2 - DECORATIVE LIGHTING SHUTOFF FROM NOT LATER THAN ONE HOUR AFTER B 0 I 2410 North Ocean Ave Suite 300 ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS BUSINESS CLOSING TO NOT EARLIER THAN ONE HOUR BEFORE BUSINESS OPENING. I Farmingville, NY, 11738 2. FOR PROJECTS WITH SEVEN OR FEWER OCCUPANT SENSORS, EACH SENSOR SHALL ;4; I ! BE TESTED. 3. C405.2.6.4 - EXTERIOR TIME-SWITCH CONTROL FUNCTION VIA A TIMECLOCK OR MOTION A ! (631) 320 - 3305 SENSOR 3. FOR PROJECT'S WITH MORE THAN SEVEN OCCUPANT SENSORS,TESTING SHALL BE I MEP En I neer: DONE FOR EACH UNIQUE COMBINATION OF SENSOR TYPE AND SPACE GEOMETRY. 4. EXEMPT LIGHTINGS CONTROLS INCLUDE, AREAS DESIGNATED AS SECURITY OR EMERGENCY 0 0 rn sa j Emtec Consulting Engineers DPC WHERE MULTIPLES OF EACH UNIQUE COMBINATION OF SENSOR TYPE AND SPACr AREAS THAT ARE TO BE CONTINUOUSLY LIGHTED AND EMERGENCY LIGHTING THAT IS I GEOMETRY ARE PROVIDED, NOT LESS THAN 10 PERCENT AND IN NO CASES FEWER NORMALL OFF (PER C405.2 EXCEPTIONS #1 & #3). o G 3555 Veterans Memorial Highway, Suite M THAN ONE,OF EACH COMBINATION SHALL BE TESTED UNLESS OTHERWISE NOTED. 0 0 ( RonkOnkOma, NY 11779 WHERE 30 PERCENT OR MORE OF THE TESTED CONTROLS FAIL,ALL REMAINING ! i (63 I) 356 - 2 176 : IDENTICAL COMBINATIONS SHALL BE TESTED. 0 INTERIOR LIGHTING KEY NOTES I.J 5 u rveyor: VERIFY THE FOLLOWING: 3.1 WHERE OCCUPANT SENSOR CONTROLS INCLUDE STATUS INDICATORS,VERIFY 1 . VACANCY SENSOR ( /AUTO OFF, MANUAL ON OVERRIDE WITH DIMMING AND Nathan Taft Corwin CORRECT OPERATION. 1586 Main Road, 3.2 THE CONTROLLED LIGHTS TURN OFF OR DOWN TO THE PERMITTED LEVEL MANUAL OFF)(C405.2.1 AND C405.2.1 .1). EXCEPT PUBLIC CORRIDORS, Jamesport NY 11947 WITHIN THE REQUIRED TIME. STAIRWAYS, RESTROOMS, PRIMARY BUILDING ENTRANCE AREAS AND LOBBIES, SECOND FLOOR (1192) LIGHTING PLAN ATTIC (1192) LIGHTING PLAN (631) 727 - 2090 3.3 FOR AUTO-ON OCCUPANT SENSOR CONTROLS,THE LIGHTS TURN ON TO THE MANUAL FULL AUTOMATIC ON IS PERMITTED.PERMITTED LEVEL WHEN THE OCCUPANT ENTERS THE SPACE. _ - ?_. TIME CONTROL ON/OFF WITH MANUAL OVERRIDE (C405.2.2) WITHOUT 50% SCALE: 1/16 1 -0 SCALE: 1/16 - 1 '-0" LIGHT REDUCTION WITH MANUAL CONTROL. OCCUPANCY SENSORS ARE TO 3.4 FOR MANUAL-ON OCCUPANT SENSOR CONTROLS,THE LIGHTS TURN ON ONLY ACTIVATE LIGHTS AFTER HOURS FOR MAINTENANCE PURPOSES. Protect Name WHEN MANUALLY ACTIVATED. 3. SPECIFIC APPLICATION CONTROLS (C405.2.4 #4) (NOT APPLICABLE). 5 775 W Mill Road 3.5 THE LIGHTS ARE NOT INCORRECTLY TURNED ON BY MOVEMENT IN ADJACENT 4. EMERGENCY LIGHTING TO BE PROVIDED FROM UNITARY BATTERY PACK AREAS OR 6Y HVAC OPERATION. FIXTURES (C4405.2 EXCEPTION #3). 5. OCCUPANCYSENSOR SET FOR 30 MINUTES TO OVERRIDE TIME CLOCK FOR - = TIME-SWITCH CONTROLS: NOS' AFTER HOURS AND BE DEACTIVATED DURING NORMAL BUSINESS HOURS ( j . _c-=��:-_, r - - d I Project Address WHERE TIME-SWITCH CONTROLS ARE PROVIDED,THE FOLLOWING PROCEDURES SHALL REFER TO LIGHTING PLANS DWGS E-201 AND E-202 FOR RESPECTIVE (-.- _ i t BE PERFORMED: - ,. ; LIGHT FIXruRE SCHEDULES. I `�� �_ :_as ; 5775 W Mill f�d , 1. CONFIRM THAT THE TIME-SWITCH CONTROL IS PROGRAMMED WITH ACCURATE 2 5 WEEKDAY, WEEKEND AND HOLIDAY SCHEDULES. Matt�tuck NY i 195 2 _. _ .. 4 _ _ 2. PROVIDE DOCUMENTATION TO THE OWNER OF TIME-SWITCH CONTROLS - _= r - --°*--�. . ® I;�yr� 1 t Ir PROGRAMMING INCLUDING WEEKDAY,WEEKEND, HOLIDAY SCHEDULES, AND RESIDENTIAL (DWELLING UNITS) LIGHTING EQUIPMENT COMPLIANCE 1 ;c, I;: Project Type SET-UP AND PREFERENCE PROGRAM SETTINGS. i I v, l w I _ J YC' 3. VERIFY THE ® ®r E CORRECT DATE AND TIME IN THE TIME-SWITCH. NA - NOT APPLICABLE P - PROVIDED 1 ! z�zn r!Ysuc �r,�.y-•���,.. � ,I '!j I R - REQUIRED NR - NOT , I Y _: .__. ._r,�__ li I (_ �_ = __._-. Renovation 2020 NYSECCC 4. VERIFY THAT ANY BATTERY BACK-UP IS INSTALLED AND ENERGIZED. REQUIRED -- I q 5. VERIFY THAT THE OVERRIDE TIME LIMIT IS SET TO NOT MORE THAN 7. HOURS. � -_----- I 6. SIMULATE OCCUPIED CONDITION. VERIFY AND DOCUMENT THE FOLLOWING: _ BUILDING REQUIRED I 1 I ^- HOW AND WHERE IS �- �, i ® Ir" ,; ; --- Rev1sion5 CHAPfr.R TOPIC ACTUAL - „ CODE SECTION /ALLOWED COMPLIANCE INDICATED 1' ��'�" II I` - - /� 07-15-22 ISSUED , OR SCHFMATi DESIGN 6.1 ALL LIGHTS CAN BE TURNED ON AND OFF BY THEIR RESPECTIVE AREA CONTROL F SWITCH. 11 ENERGY CONSERVATION N1104.1 (R404.1) LIGHTING R P SEE LIGHTING FIXTURE ^',� @ i r i 1 1 -04-`'2 155iJF-D FOR PEKVil J TION EQUIPMENT (MANDATORY) SCHEDULE ON THIS DRAWING < -- ,__-.._ 6.2 THE SWITCH ONLY OPERATES LIGHTING IN THE ENCLOSED SPACE IN WHICH THE 2020 NOT LESS THAN 90% OF NYSECCC PERMANENTLY INSTALLED "HIGH-EFFICACY" AS DEFINED IN „} .�1.. SWITCH IS LOCATED. FOR R LIGHTING FIXTURES SHALL R202 90% OF ALL LAMPS - 7. SIMULATE UNOCCUPIED CONDITION. VERIFY AND DOCUMENT THE FOLLOWING: OCCUPANCIES ONLY CONTAIN INSTALLED MUST MEET THE U z II j - ' 1. -_ ,.. JF' TO HIGH-EFFICACY LAMPS. FOLLOWING CRITERIA: ' � �, _-_ G 7.1 NONEXEMPT LIGHTING TURNS OFF STORIES EXCEPTION: A min « !� \ 7.2 MANUAL OVERRIDE SWITCH ALLOWS ONLY THE LIGHTS IN THE ENCLOSED SPACE ( WATTS LUMENS/WATT( ) ! ! LOW-VOLTAGE LIGHTING over 40 60 I yf "�r 1 t i WHERE THE.OVERRIDE SWITCH IS LOCATED TO TURN ON OR REMAIN ON UNTIL 1 2 3 (I � I' �I.. 1 , \ over 15 to 40 50 THE NEXT SCHEDULED SHUTOFF OCCURS. I 15 or less 40 DOCUMENTS REQUIRED TO BE PROVIDED: ALL DOCUMENTS DESCRIBED IN THIS SECTION SHALL BE PROVIDED TO THE BUILDING OWNER OR OWNER'S AUTHORIZED AGENT WITHIN 90 DAYS OF RECEIPT OF THE i CERTIFICATE OF OCCUPANCY. I CONSTRUCTION DOCUMENTS SHALL INCLUDE THE LOCATION AND CATALOGUE �-7- NUMBER OF MECHANICAL COMMISSIONING NOTE EACH PIECE OF EQUIPMENT. ----- ---------------... -._.�'�'t�..--.--- -- --�...----------- �. MANUALS: COMMISSIONING IS NOT REQUIRED FOR "MECHANICAL SYSTEMS AND SERVICE I AN OPERATING AND MAINTENANCE MANUAL SHALL BE PROVIDED AND INCLUDE WATER-HEATING SYSTEMS" IN ACCORDANCE WITH SECTION C408.2. THE FOLLOWING: 1. NAME AND ADDRESS OF NOT LESS THAN ONE SERVICE AGENCY FOR INSTALLED j EQUIPMENT. 2. A NARRATIVE OF HOW EACH SYSTEM IS INTENDED TO OPERATE, INCLUDING j RECOMMENDED SETPOINTS. 3. SUBMITTAL DATA INDICATING ALL SELECTED OPTIONS FOR EACH PIECE OF FIRST FLOOR LIGHTING PLAN THESE DRAWINGS ARE AN INSTRUMENT OF SEPVICE, AND LIGHTING EQUIPMENT AND LIGHTING CONTROLS. SCALE: 1/16" = 1 '-0" AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. 4. OPERATION AND MAINTENANCE MANUALS FOR EACH PIECE OF LIGHTING ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS iN A EQUIPMENT. REQUIRED ROUTINE MAINTENANCE ACTIONS, CLEANING AND - - - RECOMMENDED RELAMPING SHALL BE CLEARLY IDENTIFIED. TO THE BEST OF MY KNOWLEDGE,BELIEF AND PERSONAL JUDGMENT: VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. 5. A SCHEDULE 1=0R INSPECTING AND RECALIBRATING ALL LIGHTING CONTROLS, STATE EDUCATION LAW. THE COMMERCIAL PORTIONS (ACCESSORY SPACES TO R2 OCCUPANCIES) OF THESE REPORT: PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH SECTIONS C403. C404, C405, Drawing Title A REPORT OF TEST RESULTS SHALL BE PROVIDED AND INCLUDF THE FOLLOWING: C406.3 AND C408.3 OF CHAPTER 4 [CE] "COMNERCIAL PROVISIONS " OF THE 2020 NYSBC. j 1. RESULTS OF FUNCTIONAL PERFORMANCE TESTS. ENERGY CODE 2. DISPOSITION OF DEFICIENCIES FOUND DURING TESTING, INCLUDING DETAILS OF -- --"---- COMFLIANCE 5HEET CORRECTIVE MEASURES USED OR PROPOSED. THESE PLANS AND SPECIFICATIONS ARE' IN COMPLIANCE WITH THE 2020 NYSBC, 1ST - PRINTING AND 202ONYSRC, 1 S1_ PRINTING. SCTM# i 000-106-6-3 APP No: I THE HEREBY UNDERSIGNED NY STATE REGISTERED DESIGN PROFESSIONAL STATE THAT SCDHS No.: JM2 #: 2022-oG42 TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFLSSIONAL JUDGEMENT, THESE PLANS Planning #: DATE: 513/2022 AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC. -- SEAL SIGNATURE: DESIGNED DY: Jr. DRAWING NO. TITLE CHECI�Er, EN-001.00 ENERGY CODE COMPLIANCE SHEET 1 � Ct NEW !-�y� SCALE: As mdlcated R.3 4 EN-002.00 ENERGY CODE COMPLIANCE SHEET 2 co¢� �p�* DWG No: EN-003.00 ENERGY CODE COMPLIANCE SHEET 3 >� , a EN-004.00 ENERGY CODE COMPLIANCE SHEET 4 EN-005.00 ENERGY CODE COMPLIANCE SHEET 5 s��n �� `�`' � $ w00 1 I '����asxOt1a EN-006.00 ENERGY CODE COMPLIANCE SHEET 6 "It is a violation of the State Education Law for any person, rchitect of Recor : unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item �`� 1 5 t Mcheck software Version &L5.5 his or her seal and the notation "altered by" followed by his COMcheck Software`Vers*an 4.L5.5 COMeheck Software Version 4. . . h 1 JM2 or hersignature and th da e f such alteration, and a s ; a t o u _�,, �, .. .. �, .. _ w _ _, r 'w,-„ • '• specific description of the alteration." Ir ell+ r ��gh �r g ornpl� r E' �rt�fi� ate - EXter�or Lighting omp►l�ance ert��f� to nA( IYIE�Cht C�IC►�I Cohi-/IC�I�C ' ertific7te: This plan is approved only for the work indicated on the 1qC5jteCt* u e f?C. _ application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC in accordance with applicable codes. , project lnformatlow, Project Information Project inforMii lion° 24 10 NORTH OCEAN AVENUE Energy Code: 20181ECC Energy Code: 2018 IECC Energy Code: 20181ECC- SUITE 300 ProjectLTitle: '6775 W Mill Rif,.. Project Title:` .5775 W Mill Rd project Titter $775 W Milt Rd FARM I NGVI LLE, NY, 1 1738 Project Alteration< ProJect7y0 e: Alteration u: Location, Mattituck,NewYork ' T 631 .320.3305 F� 631 .320.3307 Exterior Ughtino Zone 2(Neighb15rho� d bUsine.sS[liStr$Gt{L223} Climate Zone:'.. 4a -1 Alteration pro•ectType. onatructiori Sitar. Caner/Agelm,,, besignedContractor: Applicant: Cgnstnictiori Site: Owner/Agent: Designer/Co6tracto`r: constriction Site: Owner/Agent} aesi ner�co►1tre�ir: Anthony Martignetti Allowed ltiteriortghPoo Power 8 East 92nd St, Apt 3 A' Allowed Exterior Lighting Power ; p Area Category Floor Area Allowed Allowed Watts A `B , C b Mechanicail Systems List , New York, NY 10128 - {ft2j Wattst t2' (B X C) Areoigurface Category, Ctuant1W , Allowed Tradable Alloyed Watts Qua- Sys#entType be'scrlption (9 17) 535 - 3777 1-Dining.,:BarLoun a/Leisure'. 1460 . 0.90 . 1314. Watts t Unit Wattage 1B X C) g g _. _. . _--. _ _ - _ 'L 'HVAC System i(Single Zone: Y Total Aflowed Watts a 1314 Diningarea • '036 tt2, Q.65 . . Yes . 608 - --. ^ • VRF Condensing Unit,Air Cooled Heat Pump Architect of Record Total Tradable Watts to) 608, Heating Mode:Capacity-135 k8fu/h,. Proposed Interior Lighting Power Noinlnlmumefecieneyrequiremeritspplies JM2 Architecture, PC Total Altiywed Watts�' '6Q8 : A g C D I_ Cooling Mode:Capacity=120 kBtulh, 7iitalAlfcrved Suppler#ient61Watts{b)` 40Q No miriimurri efficfene re uirement a hey 24 I 0 North Ocean Ave, Suite 300 Fixture ID Description I Lamp l Wattage Per Lamp I Ballast ° Lamest #of Fixture' (d X b) r Y q ` PP {a)Wattage tradeofrs are only allowed between tradable areas/surfaces. Fan System; None Fixture Frxture� Watt. - Farmingville, NY, 1 1738 (b)A supplemental allowance equal to 400 watts may be applied toward c&mplt nee of both Hors tradatife and trodabie areos/surtaces. piltjt:tsl: pat`Losltige/Leisure tj46(Y sa.ft.l ' 1 AHU-1(Singie'Zone): (631) 320 - 3305 Proposed Exterior Liglhting Power° ;Cooling:l each-`VRF'Zone Fan unit,.Capacity=72);Stuth,No Economizer,Economizer exception:.Low Capacity Residential LED 1:F1;ROUND RECESSI=at.LED PAR 15W: 't 14 15 - ,2tQ Y p LED 2:F2:PENDANT;LED A Lamp'13W. 1 3 15 45 A B' t~` t� E No minimum efficiency requirement applies M E I E n 9 I n e e r: LED 3:F3:-WALL SCbNm-,LED Other Fixture Unit i6W: 1 14 i 5 210 Fixture ID:1Desctlpttori 1 Lamp l Wattage Per Lamp l 13aliast Lampsl #of 'Fixturie (C X D) Fan`System: ahu-1'-Compitance(Motor nameplate HP inattioo);Passes LED 4:.F5:WP WALL SCONCE::LEI)Other Fixture Unit 16W'_' 1 B 1s �120. Fixture Fixtures :Watt. Fars. Emtec Consulting Engineers DPC LED 5:F6:WP RECESSED:LED PAR'15W: , 1 2' 15 30 Dining area(936 0).Tradable Wattage FAN'1 Supply;Constant Volume,1.760�CFM,0.8 motor narnepfate hp",,6.0 fan efficiency grade' 3555 Veterans Memorial Highway, Suite M Watts Totaf Proposed Was 615 LED 1•F8°M WALLSCONCE•LED OtherFlxture Unit 16W 1 6 15 75` ma, NY 79 LED 2:E9:POST TOP LiG T:. ED father urer ni AHu.2'{�ingle�o�): Ronkonkoma, II7 1 li ^i �J n ea F n-, Coo each-� Z a VR Zone ntln �i:a c' at i r ;...;;:,.' ..; ..�..: . .::,...;....-: -°` It a -'36k nomze )r I io g' p now zer ezee't n.Low to aCf Ftesidentlal"s' tt/t1 No>~e±o rx� p p _ � . 631 356 2176 Total Tradable Proposed Watts- 'IQ5 ( ), a minimum 1"N m n mum eft} a rerrlent fie c re n s Interior Lights g p Compliance(Mot a epfafe H sses . n Cam fiance Statement w ; , ., w Fan system:"AHII-2 Cam Nan O r n _ . {; . m Pmethod) Pa SUrVe Or 4 Y 'A tit .rr.s w.kb_w a �x..s.r.w..„. , ...,Yn1,L. 'k'.TM.'n••�••• e,_.w 'k� ,L«o� 30�+ L'MLtknf:iba:.."hw��<".:"-tiva.♦fw w4.2'-a�,¢.�+«�..,„.,,i,wu.a5 iw«u+.iz.�....v.i.i.: ``d.�6.��'4.Y. Complr'arrc€5tsternertt: `rho proposed interiorlighting alteration projectrepresented in this doeurrient is consistent with the � �= .�«=�= :<: ''. `�� :�..-�:'�-��':: building plans,specifications,and ather'calculations submitted with this permit application.The proposed interior fightingExterior ,,, * Fans° Nathan Taft Corwin x e "or Lighting o I` E t n L gh g� mp lance Statf:ment . systems'have°beefs designed to meet the 2018 iECC requirements fn'COMc`heck Version 4.1.5.5 and to comply with any Supply,Constant V`olimfe,1t156 Ci lul,0:5 t for nameplate hp�`O.o ion efffciency'grade •AHuz 1586 Main Road, applicable mandatory requirements listed In the Inspection Checklist,; Compliance Statement The proposed extoller lighting alteration profecE represented in this focumerit is consistent*ills the : building{mans;specif9catfons;and other calculation's submitted with this permit application.The proposed exterior Ifghting i AHl1� '(Singfe Zone): Jamesport, NY 1 1947 Andrew R. Solano, P.E. pF.NEW . systems have been designed to meet the 2018 iECC requirements in COMcheck Versfon 4.1.5.5 and to comply with dny ` Cooling:l each-VRF Zone Fan Unft,.Capacty=-18 iStutt,-Na Economizer,l:oonomizerexception:Lava Capacity Residential Name'-Title Signature, '�� R.SC 0 Date. applicable mandatory requirements listed in the inspection Checklist. :No minimum'efficlency r�egU"Ment applies (631) 727 2090 Q. Z Fan System: AHU-3-�Compliance(Motornameptate'HP method);Passes 9� Andrew R. Solano, P•E.,--- fDF New f # * Name-Title Signature. R SQp� Date 'tons- V. Protect Name Cq 'FAN 3 Supply,Constant Volume,530 CFM,6.3 motor, nameplate hp,tY O fan eftlefency grade �0 * Water Heater 1. 5775 W Mill Ro a d �, - c b �� r t` Electric Storage Water Heater,Capacity:50 gallons W1 C rculatfori Puih .- . Q�R S34 s q i Proposed Efficiency:0.94 SL;'%/h(if>12 kW),,Requfred Efficiency 0.84 SL,'%/h(if>12 kW) OFES STOCK 0'S3 ra .. ., f , t*4j Mechanical Compliance Statement Protect Address OFESSTON CompharimSteitement. The proposed rnechanici i alteration project represented In this document Is consistent with the building . plans,specifications,,and other calculations submitted with this permit application.-The proposed mechanical systems have been 5775 W Mill Rd, designed to meet the 2018 IECC requirements its COMcheek Versiori 4.1..5,S and to comply with any'applicable mandatory requirements listed In the inspection Checklist. tIt I 1952 Protect iitfe: 5775 W MIII�tt >Report date: 71]Q7122 Project Title:- 57751IU fNifl tad -T Report da[e: 111i 7t22 Project`Tfi e: $775 W Miil ttit-- - ---M _.__. .- _______.____-_----.. .__-._.._.----_..-__.__ __8eport date: Y1to7%22; Project Type Data filename:. ]-\6883kt6lculationsfCOMchecM5°775-►tV�MIIC�Rti"RPV=T.eck. Page 1 of 18 aata filename:. t:16 3831Caiculations�CoMcheckl5'175,W MITI^Rd REV=I.cck Page �2 of 18 Data filename:: (:16883\taiculatianslCOMcheck�5775 W Mill Rif'REV-1.rck. Page 3 of 18 J Yp , Renovation X Of NEW Revisions Andrew P. Sa ese, P.E. .t,�' p.8 ' , 07-18-22 ISSUED FOR SCHEMATIC DESIGN 99 y +�+i% t#� `'C�Miir`�'ME'C�'-5►�1'�tWc"`ii�`� Vf'�'SIC'�t1 �• '�. �i 15i Name•Title Signature fig► Date s I 1-04-22 ISSUED FOR PERMIT Ihs Ch- Energy Code: 2018 IECC y`Pfi I/ �' Regtfirements: 1100.0% Were addressed directly in' the COMc`hetk software.. 108740t �`ti Text in the"CommentiV sumptta"ns'1 column is provided by'the user'in'0 COMcheck'Regv`irements screen.Far each DFESSLQ� requirement, the user certifies that a code reOuirement will be met and how'that is documehted,or that an exception is being claimed, Where tompliance Is Itemized in a separate table,a reference to that table is provided, Seetiori # Plon Revietnr Ctantpiies? Comments/Assurhptirotts & Req;Ib C103,2 !Plans,specifications;and/or 1OComplies -1f1equirement wll!be met, 1PR211 . ' Icalculations provide all information ©Does Not with which compliance can be , determined for the mechanical - iC�Not Observable; isystems and equipment and YONotApplicable Idocument where exceptions to the lstandard are claimed.Load 'calculations per acceptable renglneering standards and !handbooks. C103,2 'iPlans,specifications,and/or ,E]Complies 'Requirement will be met. [PR311 calculations provide all inforr0otion Clpoes Not, With which compliance can be ' idetermined for the service water E]Nbt Observable' ;heating systems and equipment aril ,;❑Not Applicable It document where exceptions to the tstandard are claimed. Hot water system-sized per manufacturer's sizing guide. , C103.2 (Plans,specifications,and/or zkomplies �Requirementwill be met. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND iPR411 with which provide all lnforrtiation C1Does Not., " AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. with which compliance can be ° ";determined for the Inteffor lighting ;0N6t Observable`, ;and electrical systems and equipment 10Not Applicable. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A and document where exceptions to the standard are.claimed.information VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. ,provided should Include interior ;fighting powercalculaifons,wattage`bf STATE EDUCATION LAW. ibulbs and ballasts,transformers and _ Icontroi devices. ' `. _ Drawing Title C103,2 'flans:specifications,and/or- 'E7Complies ",Requirement will be meta. ENERGY CODE iPR811 calculations provide all Information 01)oes Not with.which compliance can be ,[ 'Not Observable. !determined for the exterior fighting, ;and electrical systems and equipment C1Not Applicable COMPLIANCE 5HEETand document where exceptions to;. = 2 the standard are claimed.information provided should include exterior Righting,power calculations,wattage'of. bulbs and ballasts,transformers and SCTM# 1000-106-6-3 APP No: control devices. Additional Comments/Assumptions: .. SCDHS No.: JM2 #: 2022-0642 TO THE BEST OF MY KNOWLEDGE,BELIEF AND PERSONAL JUDGMENT; Planning #: _ DATE: 5/3/2022 THE COMMERCIAL PORTIONS (ACCESSORY SPACES TO R2 OCCUPANCIES)OF THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH SECTIONS C403, C404, C4059 SEAL SIGNATURE: DESIGNED DY: Jr C406.3 AND C408.3 OF CHAPTER 4 [CE] "COMMERCIAL PROVISIONS " OF THE 2020 NYSBC. CHECKED DY: AR5 .. . . .. s m ice e d td 1, High impact{Tiers) 2;. MediumImpact(Tfer2) - 3^ tgwtrrt pact{iier3i j _ - — - - -____-__._____-_-___-..._.._ _ . __. ..__ __ .______ _. . __ _.___._ - 7 � __ COMPLIANCE WITH THE 2020 NYSBC, 1S _ . _.. -. -- _-._ - --- - _ _. __._ ..._. _. .._---------.-----------_------------------------------- -------_ I " p THESE PLANS AND SPECIFICATIONS ARE IN T '� � C DWG No: ProjectTitle; 5775 W M1tf,Rd I Report date: 12/07i2z! faro act Title: 5775 W Mill ttd r Re ort date;11lt7i22, PRINTING AND 2020NYSRC, 1ST PRINTING. d► Data filename: J.\6883tCalculatfons\COMcheckk5775_W Mill Rd REV=1.cck____-_----_-_—_ - ----_` -Page 4 of 18 Data fiiename_. J:16883\Ca'iculattbnt�COMeheck\57!i W__MtI Ed REV-I.cck Page 5 of 18' q >� _r I THE HEREBY UNDERSIGNED NY STATE REGISTERED DESIGN PROFESSIONAL STATE THAT TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS �O I/ytla7�'t ti� AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC. aa�F�sstoNPy "It is a violation of the State Education Law for any person, Architect of 77cord: unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, an this drawing and/or in this specification in anyway. If any such item Is altered, red, the altering engineer shall affix to the Item f Section , n Sect a i_ S �';,.,;.;;: . :... . ......:...:..� his or her seal ,�, and the notation . . : ., ,. ,., .- r owed by his , JM2 . . ,,..- ., altered by foil t r( , f oo r FoundaEion.fns ctlon Corn liesf Camrrient5 Assam pions # [otumtiin Ro h li 9 pe p / l i g u In ins eetlon .: Comp esY iCornments/AsSum tlors5 :. PiumbJn Rough or her 9 p p R u In ins ectinn; „ "-Com ties "'.; and a h ? .. . `:: :iCah'ntients ASsum do ns signature 9 rJ p p / a ure and the date t , i7 to of such alteration ,.._ ... a .ti) _ 9, i1r #xe .1t7 . -.. �_..-.._._.w. specific description of the alteration. C40 .1Z.2".Snow[ melting system and freeze :' " 3.,, /ce g y e ©CaMpCies' Exception., Requirement does not apply, C404.5 INeated water 5uppfy piping conforms. ;C1Comp6es Regtiiremenk will be met. C404.y Demand rettrculatian water systems I�Comp[ies =Exteption.Requirement does hot apply. This Ian is approved only for the work indicated �+ .C. rotettiori qP PP Y t on the itecture p p systems have sensors and •©does Not C404.5".I, to pipe Length and volume []pass Not JPL81 have controls that start the pump -ODaes Not":, application specification sheet. all other matters are not to be C tl3, 73 controls con#igured to limit service far C404,5.2 requirements,'Refer to section details. upon receiving a signal from the [P09 pavement temperature and outdoor [lNat'ObservableE [PL6)3 . ,DNot'Observable; action of'a User of a fixture Or ;[lNott'7bservable; relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC temperature.future connettion to L7NotApplicpble 'QNat Applicable '` appliance and limits the temperature 'tlNotApplicable in accordance with applicable codes. controls. p CC404.5,404.5,1 Heated en t r , of the water entering the cold-water 24 I 0 NORTH OCEAN AVENUE water supply piping conforms '©Complies =Exception:Requirement does not apply, ° :piping#0 104°F, SUITE 300 Aticiitionai CCrtlnm tslhls5um Lions; p p g h and volume JDocis Not C404.7 ¢Deirrand recirculation waters sterns 'IC Complies 'Exception,Requirement does not apply, C404.5.2� ;requirements, Refer to section details. Y [PL613 ;[]Not{Jbservabfe [PL8]a havecantrasthatstartthepump !❑Does'Not-, FARMINGVILLE, NY, 1 1738 ❑Not Applicable upon receiving a signal from the 'dNat,ObseNable action of a user Of a fixture ar T G31 .320.3305 F G31 .3 20.3307 C404.5, :Heated water supply piping conforms- .087 mpifes ,Exception,Requirement does not apply.. :appliance and limits the temperature ❑Not Applicable C404,5.1, ;to pipe length and volume :❑Does Not of the Water entering the cold-water Applicant: � i C404.5,2 requirements.Refer to section'details.. piping to 104°F. Ap p I I ca n t: [PL6Jn ❑Nat Observable; C404.7 :Demand recirculation water systems -TG]Complies ',Exteption Requirement does not apply, Anthony Martignettl ❑Not Applicable IPLS]3 "" ;have controls that start.the pump ❑Does Not upon receiving a signal from the Not Observably 8 East 92 nd St, Apt 3 C404.5,, Heated water supply piping conforms ;❑Compiles Exception:Requirement does net apply. ,action of a user of a fixture or ;❑ C404.5.1. =to pipe length and volume. - []Does Not -Appliance and limits the temperature ,CJNot i4pplicabte ' New York, NY 10128 C404.5.2 :requirements,Refer to section details. of the water the cold-water (PL:613 []Not Observable° 9 QNat Applicable k : piping to 1046F.' (917) 535 - 3777 C404.7 :Demand recirculation water systems ;❑Complies Exception:Requirement does not apply.. C404.5, :Heated water supply piping conforms. .DComplies ;Requirementwill'be met., (PL8]3. ,have controls that start the pump `01)6es:Nat Architect of Record : C404,5.1; ito pipe length and volume Tboes Not ;upon receiving a signal from the DN`ot Observable" C404.5.2 ;requirements,Refer to section details. Location on plans/spec:A&Eft,TO DRAWING P,-602" %action of a user of a fixture or " JM2 Architecture, PC (PL6I�` C7Not Observable applialnce and lirntts�the temperature :❑Not Applicable :[]Not Applicable ,of the water entering the cad=water 24 10 North Ocean Ave, Suite 300 piping to 104°F, r _ Farmmgv[Ile, NY, 11738 C404.6,1,, Automatic time switches installed to ;C7Complies :Requirement will be met.. C404,7 iDemand recirculation water systems" :❑Complies :Requirement will be met. C404.6.2 "automatically switch off the Do ' Not. IPL0 ''have controls that start the pump ':❑does Not (G3 I) 320 - 3305 [PL311 ;recirculating hot-water system or heat +trace. l7INot Observable upon receiving a signal from the 'DNatObservabie ❑Nat Applicable ;action of a user of a fixture or PP ;appliance and limits the temperature ;❑N�t Applicable MEP E n g I n ee r: C404.6.3 Pumps that circulate water between a-;❑Complies ;Exception-Requirement does'not apply.-- of the water,entering the cold-water ; (PL713 'heater and storage tank have controls ;❑Does Not i piping to 104°F, Emtec Consulting Engineers DPC -that limit operation from startup to , <=,5 minutes after end of heating [1Not Observable: Acllditionai Comments/Assumptions:` r H 9 way, Suite M cycle. ~©Not Applicable 555 ere ens Memorial [ h C404,15:3 Pumps that circulate water between a :❑Complies Exception:Requirement does'not apply, Ronkonkoma, NY 1 1779 [PL713' heater and storage tank have controls;ODoes Not (G31) 35G - 217G that firriit operation from startup'ta >[�Nat Observable 5 U rveyo r '<=5 minutes after end of heating Nathan Taft Corwin Y cycle. E]Nof Applicable C404,6.3 Pumps that circulate Water between a 3❑Complies Y Exception- Requirement does not`apply.. IPLIV heater and storage,tank have controls ❑Does Not- 158G Main Road, that ilmit operation from startup to <= 5 minutes after end of heating - []Not Observable Jame5port, NY 1 i cycle, a❑Nat Applicable 7 C404,6.3 :Pumps that circulate Water between a ;❑Cornplfeg i Exception:Requirement does not apply, [PL713. :heater and storage tank have controls ,CJDoe's Not +that limit operation from startup to +c=5 minutes afterertd of heating ❑Not Observable: Project Name :cycle. �DNot Applicable C404.6,3 .Pumps that circulate water between a ,[]Complies :Requirement will be met. " 5775 W Mill Road IPL713 heaterand storage tank have controts":[)Does Not- that limit operation from startup to, ❑Not Observable <-5 minutes afterend of heating cycle. :Dftt'Applicable Project Address 5775 W Mill Rd, 1 Nigh impact{Tier 1} }: Medium impact(Tier 2}. .;3,. Low imaatt(Tier 1 High impact(Tier 1) 2 Medium impact{Tier 2} 3 Law lrn act(Tier 3) _ 1 Hi h tm act(Tier.1 2. Medium lm act(Tier 2}; 3,.,Low Im act{i ier 3) U C ._ l -- _ p i 9 P } p p -_ _ P,ro}ectTit e: 57? W Ml R Repbl2 date: lY/07/22, projectTrtle: 5775 W M[II fed_ ._..___.____ _________.-----__..____�_.__ _._. _. deport dater YI[07122' f'ro eit'1itle;. 5 75�1V Niit Rdate:'11%a71 2 (-- - - P Project Type --:__J-t - �_ - g I d'Mcheclt\5775„1N�M[I(;Rd REV I.cck, page 7.oF 18 Data trlename:,;1:\68831Ca1culationSCC(7'MctieCk\5775 W"`Mitt Rd REV-lick Page i3 of 18 C7atafilename:. 6883\Calculations\COMcheck\5'775 W Mlll Rc }1EV•1�etk----------- Pa a _-6of 18 Data filename \68831CaltulakionS\C __._--------- - -.- ---- ---.- _.__-.---------------v_-�-_-_ _ ,=-----7 -----.--ilename,.--------83\----Matt' nt-C --_heck-5 7- ----__.—___-_-___.__._--------,----- ---------_"-__- Renovation RCVI51on5 et##on: .. .:....,; section i# Miechran cat Rou h-In Inspect ;Grim iles7: : C mments Assum tions.:. ff Me hani al - Inspection" 1 lz p g p P ,.. ,... ; . .. ....:. ! p ,, t t ftoa h In ns _'#ion , , .Com l esT. :. ' . � :'�.' ; ..".."�.Corrinnent" ,_ p ..,. 9 o s/Assam dons �x.Re i,7t ;f 1104 22 ISSUE F a i;� <" D OR PERMIT C402,2.6 'IThermally ineffective panel surfaces of;❑Complies :Exception: Requirement does not apply. C403.8.S-.!Each DX cooling system >65 kBtu ;❑Complies ;Exception:Where the volume of outdoor air required to [ME41P ♦sensible heating panels have l❑Does Not l [ME14312 and chiller water/evaporative cooling !❑Does Not !comply with the ventilation requirements of the IMC at low ;insulation >= R-3.5. ; ; ;system with fans> 1/4 hp are ; ;speed exceeds the air that would be delivered. ! !❑Not Observable ;designed to vary the Indoor fan airflow;❑Not Observable ;❑Not Applicable ; as a function of load and comply with ;❑Not Applicable ; Cdb3,1.1.31 HVAC piping insulation insulated in f❑Complies 1 Requirement will be met. : ;detailed requirements of this section. { [ME61? .!accordance with Table C403.11.3. ;❑Does Not ; C403.8.5.;,Each DX cooling system >65 kBtu ;❑Complies :Exception: Modulating fan control is not required for chilled Insulation exposed to weather Is [ME14312 ';and chiller water/evaporative cooling ;❑Does Not !water and evaporative cooling units with fan motors of less ;❑Not Observable protected from damage and is !system with fans>1/4 hp are :than 1 hp where the units are not used to provide ventilation #provided with shielding from solar l❑Not Applicable ; ;designed to vary the indoor fan airflow;❑Not Observable lair and the Indoor fan cycles with the load. radiation. ; 'as a function of load and comply with ;❑Not Applicable ; C403:11.3I HVAC piping insulation insulated in f❑Complies I Requirement will be met. w- v detailed requirements of this section. IMM112. ; laccordance with Table C403.11.3. ;❑Does Not ; C403.12.1;Systems that heat outside the building;❑Complies :Requirement will be met. q Insulation exposed to weather is ; ; jME71]z" 9 envelope are radiant heat systems ❑Does Not ,❑Not Observable, , '.,,,protected from damage and is controlled by an occupancy sensing ; ;Location on plans/spec:SEE DRAWING M6D1 'provided with shielding from solar l❑Not Applicable ; device or timer switch. radiation, iONot Applicable C4Q3:1,13, 1 HVAC piping insulation insulated in ;❑Complies !Requirement will be met. C4012;3 ";HVAC equipment efficiency verified. 1❑Complies ;See the Mechanical Systems list for values. IME6112 'laccordance with Table C403.11.3. !❑Does Not IME551i l❑Does Not Insulation exposed to weather is ; ; protected from damage and is ;❑Nat Observable ,❑Not Observable; provided with shielding from solar l❑Not Applicable ; ;❑Not Applicable radiation. C403.2.2 I Natural or mechanical ventilation is ;❑Complies !Requirement will be met. C403,11:31 HVAC piping insulation insulated in ;❑Complies ;Requirement will be met. [ME59]1 provided in accordance with l❑Does Not l IM61]?-".;;,accordance with Table C403.11.3. !❑Does Not International Mechanical Code ; Insulation exposed to weather is 'Chapter 4.Mechanical ventilation has ;❑Not Observable ;protected from damage and is ;❑Not Observable capability to reduce outdoor air supply ❑Not Applicable ; ;!provided with shielding from solar ;❑Not Applicable ; to minimum per IMC Chapter 4. a radiation. i C403.7.1 ,Demand control ventilation provided ,❑Complies ,Exception: Requirement does not apply. C403.8.1 :'HVAC fan systems at design ;❑Complies :Requirement will be met. [ME59]1 Ifor spaces>500 ft2 and >25 i❑Does Not i [ME6513 !conditions do not exceed allowable :[]Does Not i people/1000 ft2 occupant density and ,EjNot Observable, ;fan system motor nameplate hp or fan ❑Not Observable l Location on plans/spec:SEE DRAWING M601 ,served by systems with air side ! system bhp. ; !economizer,auto modulating outside ,❑Nat Applicable , ![]Not Applicable ;See the Mechanical Systems list for values. lair damper control,or design airflow THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND C403,8,3 !Fans have efficiency grade(FEG)>= ;❑complies ;Requirement will be met. ;>3,000 cfm. ; AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. tME117Jz`°i 67.The total efficiency of the fan at ;❑Does Not i C403,7.7 ;Enclosed parking garage ventilation !❑Complies :Exception: Requirement does not apply. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A :�the design point of operation <= 15% i i [ME115]3 !has automatic contaminant detection !❑Does Not i of maximum total efficiency of the l❑Not Observable and capacity to stage or modulate i i VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. <;fan, ;❑Not Applicable ; ;fans to 50%or less of design capacity.l❑Not Observable: ❑Not Applicable ;C4o3.8.4 ;Motors for fans that are not less than ;❑Complies ;Requirement will be met. STATE EDUCATION LAW. z ' i C403,7.6 HVAC systems serving guestrooms In :❑Complies ;Exception: Requirement does not apply. [ME1421 `!1/12 hp and less than 1 hp are �❑poes Not ; : , electronically commutated motors or ; (ME14113 .!Group R-1 buildings with> 50 ;❑Does Not Drawing Title have a minimum motor efficiency of ;❑Not Observable, guestrooms:Each guestroom Is =❑Not Applicable ,❑Not Observable; ENERGY 70 percent.These motors have the PP ,provided with controls that , CODE means to adjust motor speed. i i !automatically manage temperature ; Not Applicable ; C403;8A ; Motors for fans that are not less than ;❑Complies ;Requirement will be met. .isetpoint and ventilation(see sections ;C403.7.6.1 and C403.7.6.2). IME1421 q 1/12 hp and less than 1 hp are E❑Does Not FLIANCE Aelectronically commutated motors or i ;Location on plans/spec:SEE DRAWING M601C403.7.4 l Exhaust air energy recovery on ;❑Complies ;Exception: Requirement does not apply. 0 O M 5HEET have a minimum motor efficiency of l❑Not Observable! [ME57]1 systems meeting Table C403.7.4(1) :ODoes Not 3 j 70 percent.These motors have the !❑Not Applicable ; +and C403.7.4(2). ;;means to adjust motor speed. i ❑Not Observable i❑Not Applicable C4018,A ";Motors for fans that are not less than ;❑Complies 1 Requirement will be met. SCTM# 1000-I OG-G-3 APP No: [ME1421a.�!1/12 hp and less than 1 hp are l❑Does Not C4Q3.7;5 ;Kitchen exhaust systems comply with l❑Complies :Exception: Requirement does not apply. I [ME116] replacement air and conditioned :❑Does Not SCDHS No.: JM2 #: 2022 0642 !electronically commutated motors or ysupply air limitations,and satisfy hood; ; In a minimum motor efficiency of l❑Not Observable a ;❑Not Observable; 70 percent.These motors have the !❑Not Applicable ; rating requirements and maximum TO THE BEST OF MY KNOWLEDGE BELIEF AND PERSONAL JUDGMENT; ❑Not Applicable Planning #: _ DATE: 5� 12022 l means to adjust motor speed, !exhaust rate criteria. , C4£i3:8:5",Each DX cooling system >65 kBtu ;❑Complies !Exception: Modulating fan control is not required for chilled C403.11.1:HVAC ducts and plenums insulated in !❑Complies !Requirement will be met. THE COMMERCIAL PORTIONS (ACCESSORY SPACES TO R2 OCCUPANCIES) OF THESE [ME'143]2:;l and chiller water/evaporative cooling T]poes Not :water and evaporative cooling units with fan motors of less `'accordance with C403.11.1 and l❑Does Not l ,system with fans> 1/4 hp are ; ;than 1 hp where the units are not used to provide ventilation C403,11,2lconstructed In accordance with ; ;Locatlon on plans/spec:SEE DRAWING M701 AND M702 PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH SECTIONS C403, C404, C405, SEAL SIGNATURE: DESIGNED BY: JN ;designed to vary the indoor fan airflow Observable;air and the indoor fan cycles with the load. INiE6Q1x. : <;C403.11.2,verification may need to ;❑Not Observable C406.3 AND C408.3 OF CHAPTER 4 [CE "COMMERCIAL PROVISIONS " OF THE 2020 NYSBC. as a function of load and comply with ;❑Not Applicable ; !occur during Foundation Inspection. ;❑Not Applicable ; detailed requirements of this section. i ! CHECKED BY: ARs Of NEW SCALE: As indicated II 1 High Impact(Tier 1) 2"". Medium Impact(Tier 2) I '3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSBC, 1ST <c.� `3o'. DWG No: Project Title: 5775 W M[II Rd Report date: 11/07/22 Project Title: 5775 W M[II Rd Report date: 11/07/22 � Data filename: J:\6883\Calculations\COMcheck\5775-W-Mill-Rd REV-1.cck Page 9 of 18 Data filename: J:\6883\Calculations\COMcheck\5775-W-Mill-Rd REV-l.cck Page 10 of 18 PRINTING AND 2020NYSRC, 1ST PRINTING. I THE HEREBY UNDERSIGNED NY STATE REGISTERED DESIGN PROFESSIONAL STATE THAT TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS `pt� °Iri►07A� w��' AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC. E��a�ESStoN�� "It is a violation of the State Education Law for any person, Architect o unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such engineer ..":....:..:"...:.. ,.... .. „""": I I affix item is altered the altering e shall to the item ,:,.; coon .. .. „-, .-:"" " .5 , -.. . .... ... ;-: . .. . - .. Section. - :Seca on, ::.., _ his JM2 , 9 i m r i ;;. .,., .:,. -,...: , -,. or her seal an d the notation h °. d by f d by h' Mechanical Rau 14 in ins r* tlo Co re 7° .. mme is Assum irons # . . lieu h (n Ete- r€cat Ins e60 ._ Com ilex? Comre�en s Assam lion 9 " p K ri. ..::., rrrpl "s .. . Cca n / p g tt is p t / h 5 # Rough-in E#ectrlcai Inspection Cam`lies7,r,,: CornmentsfAssum "t#e�rts or her signature ionWeand a re o D I� a and the date of such alteration, & & Re .tb _ 9 �.,,..,.� � ._<�... . ..���:.�:_.;...:.�:�: :�:.�:_..�,.�.,_.:�.......:_ '": ° ,.' ; , :. ° " s ecific description . _. � � . .. .....�..�.__:.� � �.�:.�...,�:.. ..� .�..,�....._ option of the alteration."p c t C403,4'3. ,Closed-circuit coolie tower within • ©Cam lies, Exce t€on.Requirement does not-a l C405.2.2, ,S aces required to have light- []Cam I es Re u�rement will be met. C40 3 x Daylight i i g A p q apply. Rg A q 5 2, zones provided with DCampl'res Exception,RequirementMdaes oat apply. This plan is approved only for the work indicated on the Z �� itecture P.c. °;'heat pump"loop have either automatic�I Does Not..; 2 - -,redu'ction controls have a manual (]Does Not; C465Z3. :Individual controls that control the ;[]Does Nat - application specification sheet. all other matters are not to be fMEi2113 -;bypass valve.or tower teakage positive:. (EL22) " control that allows the occupant to 1, tfg'11ts Independent of general area []Not Observable: []Not Observable': „ONot Observable; eked upon, or to be considered as either being approved or closure dampers.Open circuit tower :reduce the connected fighting"load to C�i05-2.3: :lighting.See code section C405.2:3 r within heat pump loop have automatic'MiNtit Applicable ' ;a reasonably uniform illumination" QNot Applicable 2 :: Daylight responsive controls for `DN'at Applicable in accordance with applicable codes. JM2 ARCHITECTURE, PC valve to tiypass all heat pump,water" ;pattern y=50 percent. tEL23p ,'":applicable spaces,C405.2.3.1 Daylight 24 10 NORTH OCEAN AVENUE flow around the tower.Open-or C405.2.1, 'Occupancy sensors Installed in .[]Complies -.Requirement will be met• responsive control function and " section C405.2.3.2 sidelit zone. SUITE 300 closed-circuit coaling towers used In C405.2.1; Y classroomsileCture/training rooms. �DDoeS Not - ' conjunction with a separate heat 1 . confereince/meeting/multipurpose C405,2,4 „Separate lighting control devices for '©Complies Requirement will be met. FARMINGVILLE NY 1 1738 ekchanger have heat loss by shutting :` s 1DNot Observable':' (EL1i31 rooms,copy/print rooms, l EL261a` specific uses Installed per approved ;©Does Not'. a down the circulation pump on the °toungesibreakroams;enclosed offices,,DNot Applicabld. lighting plans.- T G31 .320.3305 F G31 .320.3307 cooling tower loop,.Open or closed" ;open plan office areas,restrooms, ;©Not Observable circuit cooli igrtowers have.a Separate : ?storage roams,locker moms, []NotApptirabie heat excPanger to'isolate the coaitncj f warehouse storage areas,and other C405,2A "'Additional interior lighting Power DCompties: 'Requirement will'be rriet. Applicant: ;befitowt lots I the heat pump loop, and _°"spaces e=300 sgft that are enclosed ' (EL271r allowed for special functions per the 00oes Not Anthonyary netts s"heat toss Is Controlled by shutting <by floor-to-gelling height partitions. :approved lighting plans and is. y g;,down the circulation pump on the '.Reference section'language - automatically controlled and ,i]Nbt Observable gaoling tower loop., Z C405.2.1.2 for controt function to :[]Not Applicable ` 8 East 92nd St, Apt 3 '.separated from general lighting. PR p Cd03.4.1 ."Heating forvestibutes and,air curtains�DComplies :Exception:Requirement does not apply. warehouses and section C405.2.1,3 C405.2,5 :Manual centrals required b 4 =with integral heating include []Does Not q iremen It b et. ' - � ':for open plan office spares. q - y the �©Campiies 'Re u` t wi - e m New York NY 10 128 l MEEi 1;: ;;automatic controls that shut off the. (EL281""" energy code are in a location with ,[]Does Nat' ;,:]Nat CJbservabie C405.2,1. Occupancy sensors cootie!'function€n :DCompties. Exception:RequireM0ht does notapp►y. ;rea y access to occupants and (9 17) 535 - 3777 beating system When"autdaor air" " iwarehauses,In warehouses,the ;[]Does Not located where the controlled lights"are,.[]NdtObservable °temperatures>45F,,Vestibule ;DNtatAfipltcable Y heating amd cooling systems IEL191 ;lighting in alsleways and open areas:Is []Nat Observable ;visible,.or identify the area served and:QNot Applicable __ _ _ Architect of Record : i controlled with occupant sensors that their status. controlled-by a thermostat in the _ _._ _ automatically reduce lighting power ,[]Not Applicable ' - .-.....,___.,-,m..,....,,.... ..,,�, 'vestibule with heating setpt fnt"<= E` .b 50%or more when the areas are C405,2.6 !Automatic lighting controls forexterior`DComplies `Requirement will be met. JM2 Architecture PC _ Y JEL901-11 ,. lighting Installed,Controls will be ;[]Does Not, ' �60F and`•taalMg setpo#nt>=:80F° �:�._._..,�. _. ... ` a unoccupied The occupant sensors g ° . C408.2:2. .Air outlets and done terminal devices" ,[]Complies Requirement will be met. tcantrol lighting in each sisieWay ' idayfight controlled,set based on 2410 North Ocean Ave, Suite 300 i, have means fartrbalanci'n 'Independently and do riot control !business operation tame-of-day,or DNatbbservable g•." '©Does toot. y ONot Applicable lighting beyond the aisleway being reduce connected lighting>30%. FP' FarmingVllle, NY, 11738 QNot c56seryabte 'controlled by the sensor. C405.3 Ex It signs do not exceed 5 Watts per :[]Complies -Requirement will be met. (G3 I) 320 - 3305 N t A li " ! 1 ,© o : pp cab e L 1 ate_........_. ....... ... ... . _ Occupant sensor contr function inException:Req irement does no y []Does Not C405.2.1. � a en ai, []Complies : u t'appl ..� jE 6 :f C403..5,; ,,<:Retrigerated display cases.waltc;ln ,[]Complies, g Exteptiont Requirement does not apply. 3 - .open plan office areas:flccupant ;©Does Not rQNot.observab(e MEP n I n ee r C403.SA,":coolers or Walk-in freezers served by =[]Does Not I EL2011 sensor controls in'open office spaces ' ONot Observable'.. ;irlN6t Appllcabie C403,5.2 nemate compressors and remote :>=300 sq,ft.have controls I) ME12313 '=Cartdenser5 not located in a ]Not#Ibservable []Not Applicable C405.6 low-voltage dry-type distribution ;[]Cam ties, Exce lion:Re ufrement does riot a 1 Emtec Ccn5ultin En gneer5 DPC conffgored so that general lighting earl A p q pA Y� g g '.condensing unit;have fan-powered CINot Applicable fbe controlled separately In control jl L2617, electric transformers meet the ,[]Does Not condensers that comply with Sections ',zones with floor areas<=600 sq,ft. minimum efficiency requirements of 3555 Veterans Memorial Highway, Suite M C403.5.1 and refrlgerratfon compressor; +within the space,2)automatically torn' :Table C485,6.' '[]Not observable systems that comply with C403,5.2., A ".: Ronkonkoma NY 11779 R Y -off general lighting in ail control zones _tea L7Nat Applicable within 20 minutes after all occupants " C405.7 Electric Motors meet the minimum ;DCompties• Requirement will be met. (G31) 35G - 217G Additional Com►nentslAssump#ions: . have left the space,3)are configured (EL2717; efficiency requirements of Tables ,DDoes Not sci that general lighting power in each C405.7(1)through C405.7(4}. - S u rveyo r :tontrat zone is reduced by?_,80%of ` 'Efficiency verified through tertifitafion'(]Not Observable !the full zone general lighting paver :under an approvedcertificatton •DNotAppllcable > Nathan Taft Corwin within 20 minutes of all occupants,, program or the equipment efficiency 158G Main Road, leaving that control toile,and 4)are. ratings shall be provided by motor g configured such that any daylight j :mbnufacturer(where certification Jame5port, NY 1 1547 'responsive control will activate space i `;programs do not exist): ;general lighting or control zone." C405,8.2, '"Escalators and moving walks comply []Complies Exception:Requirement does�rot apply. (G31) 727 - 2090 general lighting only when occupancy > C M6.2.°with AA5'ME A17,1/CSA 844 and have 'ODoes Not', :for the same area is detected., automatic controls configured to C405,2;2; 'Each area not Served by occupancy .[]Compiles Requirement will be met.,, lEL 2$3�:; reduce speed to the l'ninimGmjNot observable perrrNtted speed in accordance witt7 {QNrit,Appficable Project Name C405.2.2: ;sensors(per C405.2.1)have time �DDoes Not ' -;tA5ME A17.1lCSA B44 or applicable:. :.1; switch centrals and functions detailed f []Nat Applicable vabie+ 5775 W Mill Road C405,2.2..'Jin sections C405,22.1 and C405.22.2.! }:local code when not conveying ;QNat Applicable passengers. . Et 2 3z x Jotat voltage drop across the :[]Corn Iles Requirement'will be met. L2931 corn feeders and bran ,[]Does Not. C4 -. (E combination of f branch .,circuits-e-5%. 'QNat Observable' []Nat Applicable : Project Address Additional Comments/Assuniptilonsi 5775 W Mill Rd, High irrrpact{Tier.]) <'2, Medium Impact(Tier 2). ,Low Impact(Tier 3) I 1- "High impact(Tierer 1)"" , Medium (Tier?).. ; w impact(Tier 3) � I 1 sigh impart(Tier l} 2 Medium impact{Tier 2) 3 Low Impact(Tier 3)� a tt I t U C k, NY I 1952 ProleCt Title: 5775 rN Mill Rd Report date: 11l07/22' Project ilia.- 5S7S V�!MiI�Rd Repi rt date:11/0'7l2 f`oject!ilia.-—"57 7S tN Mili ftd --hie of t ate: 1l/t}7/22' Data plename•.. 1:168031CatGulations\COMeheckk5775 W-Mitl-'Rd REV-1-cck- Page 1i of id Data filename:. J:kf883\CalculationsiCflMtheck15775 W'Miil Rd REV-1.c0: Page :"I2 of 1, Data filename:,,J;kt8t3\CalculationtiCC7Mcheck15775 W Milt Rd REV ,cck: Page 13 of ISM Project Yp e Renovation Revi5ion5 Section - 07-18-22 ISSUED FOR SCHEMATIC DESIGN # Final"Inspection Cornpiies7 Comments/Assa ptions ` &`Rec1. D - -1104 22 ISSUED FOR PERMIT 603,3, °Furnished OEM instructions for ,[]Complies 'Requirement will be met. C408.2.5. .systems and equipment to the :DDaes Not 2 building owner or designated 1Ft17r crepresentative. ;QNotObservab(e: []Not Applicable C303.3, :Furnished O&M manuals for HVAC Complies Requirement will be met: C408.2,5:'•systems Within 90 days of system " ',L7Does Not 3 ;acceptance. ,QNot Observable 1"Fi81 'C1Not applicable C403Z2 :HVAC systems and equipment ;DCompties „Requirement will be met. (r"I2713 " capacity does not exceed calculated ;DDoes Not toads. []Not Observable .ONot Applicable C403-44. ;Heating and cooling to each zone Is• ; Complies :Requirement will be met. 1 controlled by a thermostat control, ;[]Does Not 1F147P Minimum one humidity control device Location on plansfspec:REFER TO DRAWING M101 AND :per Installed bumid featiari/dehumidification ;[]Not Observable;M102 []Not Applicable = system. C403.2.4. Heating and tooling to each zone Is []Complies Requirement will be met, 1 'controlled by a thermostat control. �DDoes"Not IF14713 ; ;Minimum one humidity control device :. Location on plain/spec;SEE DRAWING M101 AND M102 per installed QNot Observable w_ humidification/dehUmidiflcatlon iDNotAppiicable system; C403.2,A. Heating and coaling to each zone is - DCompties". 'Requirement wit be met, 1 controlled by a thermostat control, ;[]paes Not 114733 . 'Minimum one humidity control device " Location on plans/spec.SEE DRAWING M101 AND M102,; � per.instal led .[]Nat Observable. hurrildificationidehunildif€cation �DNot Applicable THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND system. AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. C403.2,4• ;Heating and cooling to each zone Is :;DCompties {Requirement will be met, 1 ;controlled by a thermostat.contmi. SC7Does Not' - ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A [FI4713 :Minimum one humidity control device Location on plans/spec:SEE DRAWING M101 AND M102 .per installed []Not observable VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. humidification/dehumidification 'DNot Applicable ,. STATE EDUCATION LAW. system. i C403.2A. Heat pump controls prevent :C1Complies 1 Exception:lequirement does not apply., Drawing Title 'supplemental electric resistance heat =[]Does Not f04213 from coming on when not needed, ONot Applicable at,le ENERGY CODE 'DNotAppiiCabte COJALL ;Thermostatic controls have a 5 °F ,DComptles ;;Requiremaritwill be met. 2 " deadband. .DDaes Not COMPLIANCE 5HEET 4 {Ft3833 1[3Not Of;Servable ;[]Not Applicable C403.2.4. ;T`emperature controls have setpoint ,[]Complies " Re4uirerhent wAt be met. SCTM# 1000-106-G-3 APP No: 1,3 overlap restrictions, „[]Does Not 1F1201' `ONat Observable Applicable SCDHS No.: JM2 #: 2022 0642 C403.2.4,;;Each zone,epuipped.with setback ;QCompiies Requirement will be Mete TO THE BEST OF MY KNOWLEDGE,BELIEF AND PERSONAL JUDGMENT; 2 controls using automatic time clock or'DDoes Not Planning #: _ DATE: 5/3/2022 (F13913 programmable control system. 'sQNot Observable' THE COMMERCIAL PORTIONS (ACCESSORY SPACES TO R2 OCCUPANCIES)OF THESE aDNat Applicable PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH SECTIONS C403, C404, C405, SEAL SIGNATURE: DESIGNED BY: JH ! C406.3 AND C408.3 OF CHAPTER 4 [CE] "COMMERCIAL PROVISIONS " OF THE 2020 NYSBC. CHECKED BY: Ass _ 5Indicated i" ugh Impact.111 It: i°2, Meditirn Impact(Tier 2) 3 t..avv impact(Tsai 3} 1 High impact(Tier I) 2 Med#um impact(Tier 2) 3 Low impact(Tier 3} �� r0 -.. ......_ _.�._Ti .._ --- -.._. _._._� Cf� MEN .-.._._._.. ........_.. ._ _-.,.___. ___ __...._.....,___....._..____. __,._.__-___— ___.—___._.__.__......__.._....._____..._.___-_.___..-__. COMPLIANCE WITH THE 2020 NYSB 1ST DWG No P,ralect"Htle: 5�;5'NMIIIIto " � Ftepartdate:�li%rJ7t22; Praj+ect'fist!es----9775V+lNliliRd-----___.._.._____.T,_____,_ ___—_..___.___.-.,_....._—_--- -.__.-.___.._ _..Reparft�ate:lx%ti7%22' � y� ��� ��G��� THESE PLANS AND SPECIFICATIONS ARE IN C P _ PRINTING AND 2020NYSRC, 1ST PRINTING. �► seta titan"err►e::J:16883\Cafculatlonsit C3 ltheckC577S�W�MIH Ref t-l.cck — ---- — Page _I4 of 14 Data filename_ J:\6883\Calculatrons\COMcheck157`75_W_MI1f'Rd'REV-1.cck -- Page :15_ofj18 q s tr► I THE HEREBY UNDERSIGNED NY STATE REGISTERED DESIGN PROFESSIONAL STATE THAT TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS Ep �' AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC. i°RpFQ� 4 �� "It Is a violation of the State Education Law for any person, Architect of Kccora-. unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such red, thealtering engineer shall affix to the itemJM2 Section SectTott item is altered, .. ....... .. :.... ," � owed by his I # i inaf Inspection x.... his or her e p Cora #ies,... , Comments/Assam Lions final Inspection, Com Iles Cisrr�re�ea Ass tt"n ... :... . ... ..;. .. ::. -.."..;.:. ;..:... "..;. ;:. : :.,".....- .p lr . . p nts/ urnp o s,.' .` �" :, or her signature naturedand Chet date of by i . 9 alteration, and a �l fir, .Ib ..� ... . __.�.0 o_�..." :.: �.��.:::.....�;.��..�.�..��...,��..:..-...,..�::�.�...-.:z:�.:::.:.." the alteration. specific description of rc . itecture pC, C403.2.4,sAutomabc Controls: Setback to 55 F ;❑Complies !Requirement will be met. C408.2.3. IIiVAC equipment has been tested to " :QComplies �Requirementwill be met. This plan is approved only for the work indicated on the ''��rr 2.1;. ;(heat)and 85OF(cool); 7-day clock,2- !❑Does Not 1 censure proper operation. , ;QDoes Not. hour occupant override, 10-hour ! 1 application specification sheet. all other matters are not to be C403;2,4;. P ;❑Not Observable; (F13�] QNotObservable: relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC 2.2 ;backup [F14011 1 !❑Not Applicable []Not Applicable ' in accordance with applicable codes. E C408.2.3. IHVAC control systems have been r QDoes Not. complies Requirement.will be met. 2410 NORTH OCEAN AVENUE ' " b C403:2 4.::Systems Include optimum start E❑Complies !Requirement will be met. 2 `tested to ensure proper operation,(F1101i zaiibratian and adjustment of controls," SUITE 300 2 2. ." !controls. ;❑Does Not IONot Observable; i 141 ; 'ONotApplicable ` . FARMINGVILLE, NY, 1 1738 1❑Not Observable, 1 ;❑Not Applicable C408.2.4 i Preliminary commissioning report komplies `.Requirement will be met." T 63 1 .320.3305 F 63 1 .320.3307 C403-2.A..,j Systems Include optimum start ;❑Complies :Requirement will be met. (Ft2911 '.completed and certified by registered'aQDoes Not n design professional or approved Ldcatton on plans/spelt:INOT REQUIRED 'controls. ;❑Does Not ,a en .C]Not Observable. [F14 p + � � F Applicant: !❑Not Observable: ;QNot Applicable- ![]Not Applicable C408.2:5- ifumished HVAC as-built drawings lCompiles" Requirement will be met. Anthony MartiG nett) C403.2A ,,Systems include optimum start i 1 submitted within 90 days of system 'QDoes"Not p ❑Complies +Requirement will be met. 1, a " 8 East 92nd St Apt 3 2.3 controls. (Fi7j ;acceptanteE t' 9 '❑Not Observable: Q at Apsen/abte ❑Does Not 1 Not Observable N plicabl New York, NY 10 128 !❑Not Applicable C408.2 5. 1Funnishr'd'as-b4)It drawings for".. ;❑Complies" ;Requiremeent will be met.' ! , PP (917) 535 - 3777 1 electric power systems within 90 clays _QDoes Not C404.3 , !Heat traps installed on supply and ;❑Complies ;Exception: Requirement does not apply. JFt161 :: . 'of system acceptance. (FI11"]1" I discharge piping of non-circulating :❑Does Not i iONot Observable E !systems. 1 �C]Not Applicable Architect of Record : :,[--]Not Observable 11 .0 ❑Not Applicable ; C408.2.5.!An air andlor'hydronic system" ❑Complies Requirement will be-met. JM2 Architecture, PC 3 'balancing report is provided for HVAC [31Does Not C4b4.4: !AII piping insulated in accordance with i❑Complies i Requirement will be met. (F1431 'systems,, w 24 10 North Ocean Ave, Suite 300 [F12511, ' ";section details and Table C403.11.3. ![]Does Not []Not Observable ❑Not Observable;Location on plans/spec: REFER TO DRAWING P-101, P-102 ❑Nat Applicable - Farmingville, NY, 1 1 738 1❑Not Applicable ,AND P-602 C408.2.5. ;final commissioning report due.to :LComplles. ti Requirement will be met. (G3 I) 320 - 3305 4 !building ownerwvithin 90 days of E]Does Not �. . - C404".6.1"-..;Controls are installed that limit the ;❑Complies !Requirement will be met. 1 p P y •L p p�ec:i bT REQUIRED tFI30J recei t of certificate of accu ant ; + otattori o lens/s MEP E n 9 I n ee r [FI12J !operation of a recirculation pump !❑Does Not ! :[]Not Ok�serVable installed to maintain temperature of a ; ;Location on plans/spec: REFER TO DRAWING P-101, P-102 'QNot Applicable q I Emtec Consulting Engineers DPC ,❑Not Observable, ,storage tank.System return pipe is a , AND P-602 epnsure proper calibration,adjustment,,5 1OeS�es R, uirement will be met.- ;dedicated dedicated return pipe or a cold water !❑Not Applicable ; programming, and operation. C408.3 !supply pipe. ! [Fi3 )13555 Veterans Memorial Highway, Suite M n systems have been tested to• C405.4.1 'Interior installed lamp and fixture !❑Complies I See the Interior Lighting facture schedule for values. [DNot Observable [FI18]1 i lighting power is consistent with what i ! Ronkonkoma NY 1 1779 9 g P ❑Does Not _ . _ _. E]Not Applicable ; !is shown on the approved lighting ;plans,demonstrating proposed watts ;❑Not Observable Additional Comments%Assumptions: :are less than or equal to allowed [❑Not Applicable ; (G3 I) 35G - 2 17G ,watts. 5 u rveyo r: C405.5.1 1 Exterior lighting power is consistent i❑Complies ;See the Exterior Lighting fixture schedule for values. Nathan Taft Corwin [FI19]1 !with what is shown on the approved 1ODoes Not =lighting plans,demonstrating 158G Main Road, 1 proposed watts are less than or equal ;❑Not Observable Ito allowed watts. i❑Not Applicable ; Jamesport NY 11947 C408.1.1 !Building operations and maintenance ;❑Complies !Requirement will be met. (G31) 727 - 2090 [F157]1 documents will be provided to the 1❑Does Not 1 owner. Documents will cover (manufacturers' information, i❑Not Observable; :specifications, programming ;❑Not Applicable Project Name 1 procedures and means of illustrating Ito owner how building,equipment and: ! 5775 W Mill Road +systems are intended to be installed, i ! I maintained, and operated. C408.2.1 1 !❑Commissioning plan developed by Complies ;Requirement will be met. [F12811 I registered design professional or 1❑Does Not !approved agency. :Location on plans/spec: NOT REQUIRED Project Address !❑Not Observable; I ;❑Not Applicable 5775 W Mill Rd, 1 High impact(Tier 1) . Medium impact(Tier 2) 3 Low Impact(Tier 3) T Nigh impact(Tier I); �'° Medium impact(Tier2) 3 Law Impact(Tie f Matt 1 t U C k, NY 1 1952 ' z Project Title: 77 W i -------------------- - -: ------___—__- _------- ___ ..-_-_.._.__.................._-...___--- _____- ___ - __._-------" -- -- - - - - - -- - Mill-Rd -._-_ __.._.. ----�------------ ------------- --.-______----.__ .._-. ..- e 5 5 Mill — - P 1 Report c��tei"x7 f07/22' project Title: 5775 VU Miil Rd Report elate: 11�07/22 Report ate: 11/07/22 o ect t e: 5 ill Rd — — _ -- g J.\6883\CalcufationslCOMcheck15775_W Mill REV-1,cck Page 18 of 18, Project e Data filename: J•\6883\Calculations\COMcheck\5775_W Mill Rd REV-l.cck Page 16 of 18 Data filename:"�j\6883\Calculations\CONtcheck`�?75 W Mllt'R�f REV-I.cck '- � Pa a 17 of 18 Data filename: ---- J Type Renovation Revisions REScheck Software Version 4.7.2 Section l „ 07-18-22 ISSUED FOR SCHEMATIC DESIGN # :foundation Inspection l" iComplles7" Comments/Assumpt#ons I I-04-22 ISSUED FOR PERMIT i; Inspection Checklist 403.9 (Snow-and ice-melting system controls;❑Complies ,Exception:Requirement Is not applicable. IF012F..t; linstalled. !❑Does Not l' Energy Code: 2015 IECC #w ;❑Not Observable Requirements: 100.0% were addressed directly in the REScheck software _ ;❑Not Applicable Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each Additlonal Comments/Assumptions: requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section fir I:r;e ",i0i lore"-Inspect;i"on/#flanReviewPian s Verified Fi eld Verified . e Tpi . Corn entslAssumptions Va#tie 103.1. Construction drawings and ❑Complies !Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for ;Location on plans/spec: [PR3]1 lighting and mechanical systems. []Not Observable E REFER TO EN DRAWINGS Systems serving multiple IDNot Applicable ; dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302:1 <'`;Heating and cooling equipment is! Heating: Heating: � ;❑Complies !Requirement will be met. 403.7.:; =`;:, ;sized per Manual S based ! Btu/hr ! Btulhr !❑Does Not [PR2'2"', -". on loads calculated perACCA 3 Cooling: Cooling: ;❑Not Observable !Location on plans/spec: Manual J or other methods Btulhr Btu/hr REFER TO EN DRAWINGS ;approved by the code official. ❑Not Applicable ; E E E 1 I E Y 1 1 4 f 3 3 1 k t Additional Comments/Assumptions: THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P•C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW Drawing Title ENERGY CODE COMPLIANCE 5HEET 5 SCTM# 1000-I OG-G-3 APP No: SCDHS No.: JM2 #: 2022-0642 TO THE BEST OF MY KNOWLEDGE,BELIEF AND PERSONAL JUDGMENT; Planning #: _ DATE: 5I3/2022 THE COMMERCIAL PORTIONS (ACCESSORY SPACES TO R2 OCCUPANCIES) OF THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH SECTIONS C403, C404, C405, SEAL SIGNATURE: DESIGNED BY: �r C406.3 AND C408.3 OF CHAPTER 4 [CE] "COMMERCIAL PROVISIONS "OF THE 2020 NYSBC. CHECKED BY: AR5 I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2j 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2. Medium Impact(Tier 2) 3: Low Impact(Tier 3) QF SCALE: As indicated MEIi� rO p �P3(Project Title: 5775 W Mill Rd Report date: 11/04/22 Project Title: 5775 W Mill Rd Report date; 11/04/22 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSBC, 1ST pj�` SFr 4`a, .�, DWG No: Data filename:J:\6883\Calculations\REScheck\5775 W Mille RD REScheck.rck Page 2 of 6 Data filename:):\6883\Calculations\REScheck\5775 W Mille RD REScheck.rck Page 3 of 6 PRINTING AND 2020NYSRC, 1ST PRINTING. g to I THE HEREBY UNDERSIGNED NY STATE REGISTERED DESIGN PROFESSIONAL STATE THAT Z� el s I TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS Ed 10074 w� AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC. UF,ssllot% "It is a violation of the State Education Law for any person, Architect of Recor unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such red, thealtering engineer shall affix to the item 1 Sett�on Section. I. t -: ;- , em �sae :;;, a ri f his or her seal and the notation altered b followed b his # ' i M 2 rams -[ i iPi ns Verified,; .i ietd Verified;' f'fan 1+erifies! I Pieic!Verified Y Y E ng Kough n nspection Comptiesi, CommentsfAssumptions #, . i±inai lnspec#iah Provisions Cornpiies2 rComments//lssumptions' ;'. Value .' :.Value or her signature and the date of such alteration, and a Fire .ii3 .� _- , 403.3.1 Supply and return ducts n attic :--pp y i s '❑Complies ,Requirement will be met. 4b3.5,1,2,,,Electric heat trace systems ❑Complies ;Exception:Requirement Is ��'++ specific description of the alteration." �'IC a �.r U e �!C. [FR12]7 insulated>= R-8 where duct is This plan is approved only for the work indicated on the q _ _ ❑Does Not jFlZ9]x;. :;comply with IEEE 515.1 or UL ❑Does Not !not applicable. >=3 inches in diameter and >— ; .::<% "'" ,, >, ,Location on plans/spec: ;515.Controls automatically application specification sheet, all other matters are not to be ![]Not Observable , []Not Observable , R-6 where<3 inches. Supply and ,; REFER TO MECHANICAL_SPEC !adjust the energy input to the relied upon, or to be considered as either being approved or r ' return ducts in other portions of Not Applicable ;SHEET 'heat tracing to maintain the ❑Not Applicable in accordance with applicable codes. RE, PC JM2 ARCHITECTURE, the building insulated>=R-6 for "": " 'desired water temperature in the .e°- ! 2410 NORTH OCEAN AVENUE diameter>=3 inches and R 4.2 _ I piping for<3 inches in diameter. 403.5.2 Water distribution systems that ❑Complies ;Requirement will be met. SUITE 300 403;3,5` ;Building cavities are not used as s; .;❑Complies ,Requirement will be met. jF130I2 '." have recirculation pumps that ❑ I [FR513 jducts or plenums. plans/spec:❑Does Not ! pump water from a heated water r'`''_ Does Not !Location on FARMINGVILLE NY, I 1738 I ;,❑Not Observable ; " ❑Not Observable ; supply pipe back to the heated I DRAWING P601 water source through a cold ❑Not Applicable T ( 631 .320.3305 F 631 ,320.3307 g : ❑Not Applicable water supply pipe have a 403.4 ";` 'HVAC piping conveying fluids ; R- R- ,❑Complies ;Requirement will be met. demand recirculation water .m , Applicant: ;.above 105 QF or chilled fluids I ;❑Does Not system.Pumps have controls ! pp <;below 55 9F are insulated to aR- ,,that manage operation of the ! !❑Not Observable , , 13. :pump and limit the temperature Anthony Martignetti 1ONot Applicable of the water entering the cold 403.4.1 Protection of insulation on HVAC +❑Corn lies Requirement will be met. €water piping to 1044F. I 8 East 92nd 5t, Apt 3 i P I q [FR24] piping. ❑Does Not 4173.5,4 Drain water heat recovery units °.";❑Complies !Exception:Requirement Is New York NY I 1 2 z 0 8 [ ] ❑Does Not !not applicable. Fi33 tested in accordance with CSA ;';❑Not Observable ! 'B55.1. Potable water-side I ) 535 3777 x ❑Not Applicable "❑Not Observable (9 7 ! pressure loss of drain water heat�;. .,......,�.a-.�..._„-.�.�.�,-�...�.. ';❑Not Applicable 403:5<3;`::;;;. Hot water pipes are insulated to ! R- ! R- ,❑Complies :Requirement will be met. :recovery units<3 psi for Pp :❑Does Not individual units connected to one Arch Itect of Record : ! ! ! ! or two showers. Potable water- I ! ! !❑Not Observable ! ` JM2 Architecture, PC side pressure loss of drain water ` ❑Not Applicable ! heat recovery units<2 psi for Additional Comments/Assumptions: individual units connected to 2410 North Ocean Ave, Suite 300 three or more showers. ! Farmingville, NY, I 1738 404.1 75%of lamps in permanent ,- ~ ❑Complies :Exception:All lighting is [Fi6]1 fixtures or 75%of permanent ❑Does Not !provided by low-voltage (631) 320 - 3305 fixtures have high efficacy lamps. '_:.' ❑Not Observable ;systems. Does of apply to low-voltage ❑Not Applicable MEP E n 9 I n e e r: 404,1.1 "I Fuel gas lighting systems have :❑Complies ;Exception:Requirement Is Emtec Consultln En sneers DPC [F123]3 no continuous pilot light. ❑Does Not !not applicable. 9 9 ! ❑Not Observable ❑NotApplicabie 3555 Veterans Memorial Highway, Suite M Ronkonkoma, NY 1 1773 303,3� Manufacturer manuals for ; ,• ,. `: `"• ❑Complies !Requirement will be met. [FI18] mechanical and water heating ❑Does Not (631) 35G - 2 176 systems have been provided. ❑Not Observable ❑Not Applicable ! 5 u rveyo r: Additional Comments/Assumptions: Nathan Taft Corwin 158G Main Road, Jamesport, NY 1 1947 (631) 727 - 2030 Project Name 5775 W Mill Road Project Address 5775 W Mill Rd, 1 High Impact(Tier 1) 2 .Medium Impact(Tier 2) 3. Low Impact(Tier 3)� 1 High Impact(Tier 1) 7 Medium Impact(Tier 2) 3 Low Impact(Tier 3) M a tti t U C k, NY 1 1952 Project Title: 5775 W Mill Rd Report date: 11/04/22 Project Title: 5775 W Mill Rd Report date: 11/04/22 Data filename:J:\6883\Calculations\REScheck\5775 W Mille RD REScheck.rck Page 4 of 6 Data filename:J:\6883\Calculations\REScheck\5775 W Mille RD REScheck.rck Page 6 of 6 Project Type Renovation Revisions 07-18-22 ISSUED FOR SCHEMATIC DESIGN j 1 1-04-22 ISSUED FOR PERMIT THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title ENERGY CODE COMPLIANCE SHEET G SCTM# 1000-106-6-3 APP No: SCDHS No.: JM2 #: 2022-0642 TO THE BEST OF MY KNOWLEDGE,BELIEF AND PERSONAL JUDGMENT; Planning #: _ DATE: 11�12122 i THE COMMERCIAL PORTIONS (ACCESSORY SPACES TO R2 OCCUPANCIES)OF THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH SECTIONS C403, C404, C405, SEAL t SIGNATURE: DESIGNED BY: Jr C406.3 AND C408.3 OF CHAPTER 4 [CE] "COMMERCIAL PROVISIONS " OF THE 2020 NYSBC. CHECKED BY: AR5 of NEW Y� SCALE: As indicated THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSBC, 1ST yip �,� P.34 '�'� DWG No: PRINTING AND 202ONYSRC, 1ST PRINTING. I THE HEREBY UNDERSIGNED NY STATE REGISTERED DESIGN PROFESSIONAL STATE THAT TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS �` /' Z �` 'duo' 0 6 d,Q Tp8•f�1 �� AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC. RpESs io�►P _ 4 "It is a violation of the State Education Law for any person, Architect ot Record: unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such Item Is altered, the altering engineer shall affix to the Item his or her seal and the notation "altered by" followed by his JM2 or her signature and the date of such alteration, and a specific description of the alteration." 4ture,lM1ec P.c. This plan is approved only for the work indicated on the application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC in accordance with applicable codes. 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 1 1738 T 1631 .320.3305 F 631 .320.3307 Applicant: FIRE ALARM SYSTEM 1/0 MATRIX Anthony Martignetti SYMBOL LIST DESIGNED FIRE ALARM SYSTEM BASED UPON CONTROL UNIT NOIIFICA11ON FIRE SAFETY CONTROL 8 East 92nd St, Apt 3 ASSEMBLY OCCUPANCY CLASSIFICATION WITH LESS ANNUNCIATION New York, NY I 0 128 c z wZ z SYMBOL DESCRIPTION M O z a w=v O M x a L`Q a w o ? '- LL wo o o �_o o _ (9I7) 535 - 3777 THAN 1000 PEOPLE z �_ w U) O W fn Z L.� O Z L i O 1- � �m U U Uw ��W �_�� Q UJ UJQ �-� � O pz W Architect of Record : FACP �`-i Nwcq S I ��`�^ ocon2¢ �0, �^ �s� o� z� w� �_� o� o 0 FIRE ALARM CONTROL PANEL m in w O mw o_o v o a av z F 1§ w� a= o_ O �� P Q L ¢W J W Z'-Q� `` __6 OZ� Jz: N �z O U ~o �� �z JM2 Architecture, PC goU� gl-m ODO OF U�� O� Z ON�� �wZ QU U �`U ON in0 jO tno (n a Cn O_ F-- O Z J Q �- ZD ANN FIRE ALARM ANNUNCIATOR FIRE ALARM GENERAL DESCRIPTION OF Q aZ W� z: �� =�s E N < � � �� �� =Z X6o wz �m Q 24 I 0 North Ocean Ave, Suite 300 z zMW z oc M :5 o-a z>-0U� - w o Ot O O OJ Z N tOn Z Z O O O 0 Z CL, N> �> Z LLJ m ��Z ��� Maz o o M or: z o_>> Owo 7o ao ao >- o0 oQz �oZ ¢_ Farmingville, NY, 1 1738 �- m >-oZ UN¢Q ONQZ o_ �Q' R Z� __J ¢ H WORK SCOPE oow ��� Q o�Q� �o� o�WQ ~WH s� ZZ� �wo w� FAC FIRE ALARM COMMUNICATOR (CELLURAL AND/OR INTERNET PROTOCOL) m zz 0m5 "�' z a o U ►- Lg. o'er Qa �a �"a J o O ��-J Y� (63 I) 320 - 3305 / / Cod NwL�0 U_:RO O >- �'O OF- Q O U vJ O�� Op� OQ� OEM L� O-F-Z (OnQlai NZZ =Ci-, e fn • Z � m U Z= O Q W W W ��y1I O UO W� �Q ZQ WZ¢ ZOm �JW ZUm g0 >WO >OW >�d >QW �¢ UHF-- J�UQ Wog Q d >Q� JQW UJ� Q- fn= FIRE ALARM PHOTOELECTRIC SMOKE DETECTOR o�-o oQz o0a O �� - ao_ =Q "z= ~o wW= W� g O W �^ Z Q m o YF_F- oar wQ� Q ~¢ MEP Engl neer: �O= �O� �F-Q Q_Z C7 ��¢¢ DO OQQQ Z ZOO o �0 OHO QF- JN J�F- A A DENOTES ABOVE HUNG CEILING a n �� z a z N o UU -�w a c> > c� C L) �zp �� INSTALLATION OF A MANUAL AND AUTOMATIC SMOKE DETECTION FIRE ALARM SYSTEM. �o ��'y' aoo a5 = a O o w z z z z w :'z0 �� N W'- a-U as 'L= s o U Q Q zU, LJ:K o Q o= o-= J Emtec Consulting Engineers DPC MULTI-CRITERIA FIRE AND CARBON MONOXIDE DETECTOR INSTALLED ON 0_ z z�U� �_ a�¢ r a in �-z W a �`-'L} t= t__ �wz o= zZo zwo J } s OF- k'o— -c�z boo ,- z= zJ ��'>z �7E DMZ �Mof w owWo 3x� ¢W 3555 Veterans Memorial Highway, Suite M O®co SOUNDER BASE FOR LOCAL NOTIFICATION 5w a�a aaL�o aa= S ���¢ cnacn� �nam� N�oa ��� cn�� cn�� o� o�aZ oo� ww SYSTEM INPUTS -z - Z�J ��M Z Z o w o Z ��a� Z¢z ZQ- ZQ- WO F-_>o O �a o UZo &2oo UZ o o ��o_o wwo ¢wo irwo Wes= =a0� =z� �¢ W Ronkonkoma, NY 1 1770 R FIRE ALARM SMOKE DETECTOR WITH SENSOR FOR DUCT. a_F- a_. acnzm a_� o �zda�n �7d�� —a�v� ,aac� i—oM Irom �oM U � v)wam znaF: coo �S R = RETURN AIR; S= SUPPLY AIR � AREA SMOKE DETECTOR ® ® � ® ® ® ® 0 (63 I) 356 - 2 176 FIRE ALARM REMOTE INDICATOR LAMP - WALL MOUNT 2 AREA HEAT DETECTOR ® 0 0 0 0 ® 0 Surveyor: Nathan Taft Corwin 75 FIRE ALARM HORN/STROBE - WALL MOUNT. 3 MANUAL PULL STATION ® ® 0 0 0 ® ® 0 1586 Main Road, EK NUMBER DENOTES MINIMUM CANDELA OUTPUT 4 DUCT SMOKE DETECTOR 0 0 0 0 0 0 ® 0 Jamesport, NY 11947 75 FIRE ALARM NUMBER DENOTES BMINIMUM CANDELA OUTPUT 5 DET ARCAR EA MONOXIDE ® ® 0 ® ® (631) 727 - 2090 75 FIRE ALARM SPEAKER/STROBE - 6 SPRINKLER SYSTEM WATER NUMBER DENOTES MINIMUM CANDELA OUTPUT AND WATTAGE OUTPUT FLOW SWITCH 0 ® 0 0 0 0 Project Name SPRINKLER 7 TAMPER SWITCH SYSTEM ADDRESSABLE SINGLE OR DUAL INPUT MONITOR MODULE 8 FFIRE AILURE ALARM AC POWER 5775 W Mill Road ® 0 FIRE cR ADDRESSABLE CONTROL RELAY 9 BATTERY ALARM SYSTEM LOW Q 0 Q 0 10 OFAULT PEN CIRCUIT OR GROUND 0 0 0 0 0 Project Address ❑R AUXILIARY RELAY IT CIRCUITNOTIFICATION APPLIANCE 1 7, T o 0 0 1 0 5775 W Mill Rd END OF LINE RESISTOR Mattituck, NY 1 195 2 0 FLOW DETECTOR/SWITCH 1. BUILDING IS EQUIPPED WITH EXISTING LOCAL FIRE DEPARTMENT AUTHORITY HAVING JURIDSICTION INSPECTED AND APPROVED FIRE ALARM SYSTEM, WHICH OPERATES PER THE AUTHORITY APPROVED INITIATION, NOTIFICATION, AND REPORTING SEQUENCES. Project Type vs VALVE SUPERVISORY SWITCH 2. CONTRACTOR SHALL COORDINATE WITH BUILDING FIRE ALARM SERVICE VENDOR FOR PROGRAMMING AND VERIFY THAT THE ABOVE SEQUENCE OF OPERATION DEVICES NOT CONFLICT WITH THE EXISTING MODIFIED SYSTEM. Renovation Ps PRESSURE DETECTOR/SWITCH 0 MANUAL PULL STATION FIRE ALARM SYSTEM 1/0 MATRIX Rev1slons Q 07-16-22 ISSUED FOR SCHEMATIC DESIGN FIRE ALARM HEAT DETECTOR 1 1-04-22 ISSUED FOR PERMIT sU ANSUL SYSTEM NOTE: NOT ALL `,SYMBOLS ARE USED IN DRAWINGS BUILDING LOCATION y% Is i ;y qe f 9'. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND LOCATION MAP AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P,C, SCALE: N.T.S. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title f I RE ALARM DRAWING LIST GENERAL NOTE5 DRAWING NO. TITLE SCTM# 1000-106-6-3 APP No: SCDHS No.: JM2 #: 2022-0642 FA-001 FIRE ALARM GENERAL NOTES FA-002 FIRE ALARM GENERAL NOTES Planning #: _ DATE: 5/3/2022 FA-101 FIRE ALARM FIRST FLOOR PLAN SEAL SIGNATURE: DESIGNED BY: Jf FA-102 FIRE ALARM 2ND FLR &ATTIC PLANS CHECKED BY: AR5 FA-501 FIRE ALARM DETAILS pF NEty FA-601 FIRE ALARM RISER DIAGRAM ,�sr ¢,•N S� ���¢ SCALE: As indicated (0, �y -or- FA-701 FIRE ALARM SPECIFICATIONS (NOT ISSUED) * 0 * DWG No: r i + UJ 1 fiR0"ESS10 "It is a violation of the State Education Law for any person, -Architect of decor : unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item JM2 his or her seal and the notation "altered by" followed by his FIRE ALARM GENERAL NOTES: or her signature and the date of such alteration, and a ' specific description of the alteration." 4rc itecture �?C. This plan is approved only for the work indicated on the application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE, PC 1. ALL WORK SHALL BE IN ACCORDANCE WITH LATEST VERSION OF BUILDING CODE OF NEW YORK STATE, LOCAL AUTHORITY HAVING JURISDICTION in accordance with applicable codes. ORDINANCE, NFPA 72 AND NATIONAL ELECTRIC CODE REQUIREMENTS. 2410 NORTH OCEAN AVENUE SUITE 300 2. ALL NEW FIRE ALARM EQUIPMENT, DEVICES AND APPLIANCES SHALL BE UL LISTED AND AS SPECIFIED ON SYMBOL LIST ON THIS DRAWINGS SET. FARMINGVILLE, NY, 1 1735 3. ALL FIRE ALARM CIRCUITS SHALL BE SIZED TO A MAXIMUM OF 80% OF CAPACITY. T I G31 .320.3305 FI G31 .320.3307 4. ALL FIRE ALARM CIRCUITS SHALL BE WIRED USING NFPA CLASS A; STYLE 6, WITH THE EXCEPTION OF THE NETWORK CIRCUIT WHICH SHALL BE NFPA Applicant: CLASS X. ALL NOTIFICATION APPLIANCES SHALL BE WIRED USING NFPA CLASS B STYLE Z CIRCUIT TYPE. T-TAPPING IS NOT ALLOWED FOR ALL Anthony Martignetti CIRCUIT CLASSES. 8 East 92nd St, Apt 3 5. ALL LOW VOLTAGE FIRE ALARM CONDUCTORS SHALL BE PROTECTED BY EITHER BUILDING CONSTRUCTION OR CONDUIT TO 10 FEET ABOVE THE New York, NY 10128 FINISHED FLOOR. FIRE ALARM CONDUCTORS LOCATED IN LOADING DOCKS, GARAGES, MECHANICAL, ELECTRICAL ROOMS OR IN OTHER LOCATION WHEN (917) 535 - 3777 SUBJECT TO MECHANICAL DAMAGE SHALL BE ENTIRELY IN RIGID CONDUIT OR EMT. IN ALL OTHER AREAS, WIRE MAY BE RUN WITHOUT CONDUIT ABOVE 10 FT AND SHALL BE FASTENED TO BUILDING WALL OR CEILING EVERY 3 FEET OR LESS, UNLESS OTHERWISE NOTED. Architect of Record : 6. CONDUITS MAY NOT ENTER THE TOP OF ANY FIRE ALARM EQUIPMENT CABINET. FIRE ALARM SYSTEM FILING AND INSPECTION NOTES: JM2 Architecture, PC 2410 North Ocean Ave, Suite 300 7. ALL FIRE ALARM EQUIPMENT SHALL BE INSTALLED WITH AESTHETICS IN MIND. CABINETS SHALL BE SEMI FLUSH MOUNTED AND CABLE TRAYS SHALL BE Farmin9ville, NY, 1 1738 HIDDEN. 1. INSTALLING CONTRACTOR IS RESPONSIBLE TO FULFILL FIRE MARSHALL REQUIREMENTS FOR PROPER FILING OF THIS (G31) 320 - 3305 8. ALL FIRE ALARM CABINETS AND SYSTEM JUNCTION BOXES PLATES SHALL BE PAINTED RED. ALL FIRE ALARM CABINETS SHALL BE CLEARLY LABELED PROJECT APPLICATION AND OBTAIN THE AUTHORITY HAVING JURISDICATION (AHJ) PERMIT PRIOR STARTING INSTALLATION WITH ENGRAVED LABEL. WORK. ALL COST ASSOCIATED WITH THIS PROCESS IS THE CONTRACTOR RESPONSIBILITIES. MEP Engineer: 2. THIS CONTRACTOR SHALL PREPARE THE LOCAL AHJ COMPLAINT FILING DRAWINGS, BATTERY CALCULATIONS AND EQUIPMENT Emtec Consulting Engineers DPC 9. EACH FIRE ALARM DEVICE AND/OR APPLIANCES SHALL BE LABELED WITH ITS DIGITAL ADDRESS USING 'P-TOUCH' WHITE TAPE AND BLACK LETTERS. CUT SHEETS AND SUBMIT TO THE LOCAL AHJ OFFICE. 3555 Veterans Memorial Highway, Suite M 10. ALL REMOTE LAMPS SHALL BE LABELED USING 'P-TOUCH' LABEL CONTAINING THE ASSOCIATED FA DETECTOR INFORMATION (DIGITAL ADDRESS) AND ITS Ronkonkoma, NY 1 1779 LOCATION. 3. LOCATIONS OF ALL FIRE ALARM EQUIPMENT, DEVICES AND APPLIANCES SHALL BE SUBJECT TO THE LOCAL AHJ VERIFICATION (63 I) 35G - 2 17G AND APPROVAL. IF ANY CHANGES/ADDITIONS MUST BE MADE TO FILING DRAWINGS, OR IF THE FILING PACKAGE IS REJECTED 11. ALL FIRE ALARM WIRES SHALL BE CLEARLY LABELED IN JUNCTION BOXES AND CABINETS. ALL TERMINALS SHALL BE NUMBERED AND LABELED. ALL BY LOCAL AHJ, THE CONTRACTOR SHALL BE RESPONSIBLE TO CORRECT THE SUBMITTAL AND RE-FILE. ALL COST 5urveyor: CONNECTIONS SHALL BE EITHER SOLDERED, APPROVED TERMINAL STRIPS OR SCOTCH LOCKS. ASSOCIATED WITH THIS PROCESS IS THE CONTRACTOR RESPONSIBILITIES. Nathan Taft Corwin 12. WHEN PENETRATING THRU 1-HR OR 2-HR FIRE RATED WALL, CEILING OR FLOOR, THE FIRE ALARM CIRCUIT SHALL BE SUBJECT TO FIRE STOPPING 4. IF ANY CHANGES ARE MADE TO FIRE ALARM SYSTEM DURING INSTALLATION PHASE, AS BUILT PLANS SHALL BE PREPARED 158G Main Road REQUIREMENTS AND SHALL BE ENCLOSED IN CONDUIT. UTILIZE APPROVED UL FIRE STOPPING METHOD. REFER TO FA-501.00 FOR REFERENCES. BY THE CONTRACTOR AND RE-FILED WITH THE LOCAL AHJ PRIOR THE AHJ SYSTEM INSPECTION. Jame5port, NY 1 1947 (G3 I) 727 - 2090 13. FIRE ALARM CABLES SHALL NOT BE MIXED WITH NON FIRE ALARM CABLING. LOW VOLTAGE FIRE ALARM CABLING SHALL NOT BE MIXED OR WIRED 5. UPON COMPLETION OF THE FIRE ALARM SYSTEM INSTALLATION THIS CONTRACTOR SHALL SCHEDULE WITH ENGINEER OF NEAR ANY AC CIRCUIT. RECORD AND PERFORM THE FIRE ALARM SYSTEM VERIFICATION PRE-TEST. THE LOCAL AHJ SYSTEM ACCEPTANCE TEST SHALL NOT BE SCHEDULED, UNTIL THE SUCCESSFUL PRE-TEST HAS BEEN COMPLETED AND WITNESSED BY ENGINEER OF Project Name 14. JUNCTION OR BACK BOXES FOR ALL FA EQUIPMENT, DEVICES AND APPLIANCES SHALL BE RECESSED AND CABLES CONCEALED IN SPACES WITH RECORD. GYPSUM WALLS, AND GYPSUM OR HUNG CEILING. 6. AFTER SUCCESSFUL SYSTEM TESTING AND APPROVAL BY THE LOCAL AHJ, THE FIRE ALARM SYSTEM INSTALLER SHALL 5 775 W Mill Road 15. ALL LOW VOLTAGE WIRING SHALL BE FPLP 150 DEGREE C CERTIFIED WIRE. ALL NOTIFICATION CIRCUITS SHALL BE A MINIMUM OF 14 AWG AND ALL PROVIDE OWNER WITH (1) ONE FULL SIZE PRINT SET OF AS-BUILT DRAWINGS AS WELL AS ITS AutoCAD DRAWINGS FILES. INITIATION FIRE ALARM CIRCUITS SHALL BE 16 AWG MINIMUM. - Project Address 16. POLARITY SHALL BE OBSERVED ON ALL CIRCUITS. T-TAPPING SHALL NOT BE ALLOWED ON ANY NOTIFICATION CIRCUITS (HORN, STROBE OR SPEAKER). 5775 W Mill Rd, 17. ALL WIRING SHALL BE INSPECTED TO ASSURE THERE ARE NO OPENS, SHORTS OR EARTH GROUNDS. PERFORM PRE-TESTING AND TESTING PER NFPA 72 Mattituck, NY 1 195 2 18. SHIELDED CONDUCTORS OR RUNNING IN SEPARATE RACEWAY SHALL BE AS INSTRUCTED BY THE FIRE ALARM MANUFACTURER'S DOCUMENTATION. ALL Project Type NON-POWER LIMITED WIRING, INCLUDING CIRCUITS FOR CENTRALIZED AMPLIFIERS SHALL BE RUN IN A SEPARATE RACEWAY. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSBC, 1ST PRINTING AND 202ONYSRC, 1ST PRINTING. Renovation 19. FIRE ALARM EQUIPMENT SHALL BE POWERED FROM DEDICATED CIRCUIT BREAKER IN DESIGNATED ELECTRICAL PANEL. THE CIRCUIT BREAKER SHALL BE IDENTIFIED AS "FIRE ALARM CONTROL PANEL" UTILIZING RED NAMEPLATE WITH ENGRAVED WHITE LETTERS. ALL WIRING SHALL BE #12 MINIMUM THHN OR EQUIVALENT RUN IN %" INCH EMT/RGS AND IN ACCORDANCE WITH NEC REQUIREMENTS. EQUIPMENT GROUNDING WIRE SHALL BE #12 MINIMUM. I THE HEREBY UNDERSIGNED NY STATE REGISTERED DESIGN PROFESSIONAL STATE THAT PROVIDE LABEL ON BACK OF FACP DOOR INDICATING POWER FEED SOURCE, LOCATION AND CIRCUIT BREAKER NUMBER. TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS Rev1510n5 20. FIRE ALARM CONTROL PANEL AND OTHER FIRE ALARM SUB-SYSTEM CONTROL EQUIPMENT SHALL BE PROVIDED WITH SECONDARY POWER SOURCE IN AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC. 07-18-22 ISSUED FOR SCHEMATIC DESIGN FORM OF DEDICATED STORAGE BATTERIES. THE SECONDARY POWER SOURCE SHALL MEET REQUIREMENTS OF APPLICABLE VERSION OF NFPA 72. AT 1 1-04-22 ISSUED FOR PERMIT MINIMUM IT SHALL HAVE SUFFICIENT CAPACITY TO OPERATE FIRE ALARM SYSTEM UNDER QUIESCENT LOAD FOR A MINIMUM OF 24 HOURS AND THEN OPERATE THE SYSTEM DURING EMERGENCY CONDITION FOR PERIOD OF 15 MINUTES AT MAXIMUM CONNECTED LOAD. PROVIDE ALL NECESSARY BATTERY CALCULATION FOR AHJ AND ENGINEER OF RECORD REVIEW AND APPROVAL. 21. REQUIRED 24 VDC POWER TO ALL ADDRESSABLE CONTROL RELAYS SHALL BE PROVIDED FROM FIRE ALARM CONTROL PANEL. 22. PROVIDE INDEPENDENT AND DEDICATED 120VAC POWER TO ALL MOTORIZED FIRE SMOKE AND/OR SMOKE DAMPERS. POWER CIRCUIT SHALL BE OBTAINED FROM LOCAL ELECTRICAL PANEL(S) WITH SPARE OR SPACE CAPACITY. HE FSD's AND/OR SD's ARE FURNISHED BY OTHER TRADE AND WIRED BY THIS CONTRACTOR. IF THE MOTORIZED DEVICES PROVIDED OPERATE ON VOLTAGE OTHER THAN 120VAC, THIS CONTRACTOR SHALL PROVIDE DEDICATED 120VAC ALONG WITH APPROPRIATE VOLTAGE POWER SUPPLY (INCLUDING A STEP DOWN TRANSFORMER(S)) ACCORDINGLY. 23. FACP SHALL BE EQUIPPED WITH A DIGITAL COMMUNICATOR FOR AUTOMATIC COMMUNICATION WITH AN APPROVED CENTRAL STATION DESIGNATED BY OWNER. THE DIALER SHALL BE CAPABLE OF COMMUNICATE FOLLOWING EVENTS: FIRE ALARM, CARBON MONOXIDE ALARM, MANUAL STATION ACTIVATION, SUPERVISORY, AND TROUBLE. REFER TO FIRE ALARM 1/0 MATRIX FOR REQUIREMENTS AND DETAILS. 24. ALL CEILING MOUNT DEVICES MUST BE SECURELY FASTENED TO BUILDING STRUCTURE OR CONSTRUCTION FIXED ELEMENTS. 25. DUCT MOUNTED SMOKE DETECTORS SHALL BE MOUNTED ON DUCTWORK IN STRICT ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. AIR SAMPLING TUBE MUST PENETRATE ENTIRE WIDTH OR DEPTH OF THE AIR DUCT. ALL DUCT DETECTORS SHALL BE PROVIDED WITH A REMOTE LED WHEN CONCEALED OR NOT VISIBLE WHILE STANDING ON FLOOR BELOW. 26. PROVIDE ADDRESSABLE CONTROL RELAYS, AND IF NECESSARY AUXILIARY RELAYS FOR ALL HVAC AND VENTILATION EQUIPMENT DESIGNATED TO BE SHUTDOWN. FANS RESET TO BE CONTROLLED BY FIRE ALARM CONTROL PANEL. RESTART OF THE FANS SHALL OCCUR AUTOMATICALLY, UPON MANUAL RESET OF THE FIRE ALARM CONTROL PANEL. 27. NOTIFICATION WALL MOUNTED APPLIANCE SHALL BE MOUNTED SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80 INCHES AND NOT GREATER THAN THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND 96 INCHES ABOVE THE FINISH FLOOR. WHERE LOW CEILING HEIGHT DO NOT PERMITS MOUNTING AT MINIMUM OF 80 INCHES, THE VISIBLE APPLIANCE AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. SHALL BE MOUNTED WITHIN 6 INCHES OF THE CEILING. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A 28. ALL STROBE LIGHTS SHALL BE ADA AND UL-1971 APPROVED/LISTED. THE MINIMUM CANDELA AS INDICATED ON FLOOR PLAN. VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. 29. ALL STROBE DEVICES AND STROBE ELEMENT OF AUDIBLE APPLIANCE SHALL REMAIN ACTIVE, AFTER SILENCE FUNCTION OCCURS. Drawing Title STATE EDUCATION LAW. 30. PROVIDE NECESSARY CONTROL AND AUXILIARY RELAYS FOR FAN AND/OR OTHER EQUIPMENT SHUTDOWN, DOOR RELEASE, DAMPER CONTROL, ELEVATOR f IRE ALARM CONTROL, ETC. THEY SHALL BE WIRED A MAXIMUM OF 3 FT FROM THE CONTROLLED DEVICE. THE AUXILIARY RELAY SHALL FUNCTION WITHIN THE REQUIRED VOLTAGE AND CURRENT OF THE CONTROLLED DEVICE. SLAVE OR INTERPOSING RELAYS SHALL BE INCLUDED AND POWERED BY THE FIRE ALARM CONTROL PANEL OR INDEPENDENT DEDICATED POWER SUPPLY WHERE NECESSARY, IN A FAIL-SAFE (FIRE FUNCTION) POSITION. POWER TO THE E N E RAL NOTES INTERPOSING RELAY SHALL BE MONITORED BY THE FIRE ALARM SYSTEM. 31. PROVIDE ADDRESSABLE CONTROL RELAYS, AND IF NECESSARY AUXILIARY RELAYS FOR ALL HVAC AND VENTILATION EQUIPMENT DESIGNATED TO SCTM# 1000- I OG-G-3 APP No: BE SHUTDOWN. UPON FIRE ALARM CONTROL PANEL RESET, FANS RESTART TO BE IMPLEMENTED BY FIRE ALARM CONTROL PANEL. EACH AFFECTED FANS SHALL HAVE DEDICATED PUSH-BOTTON CONTROL AT THE FACP AND BE RESTARTED MANUALLY. SCDHS No.: JM2 #: 2022-0642 32. FIRE ALARM SYSTEM (FACP) SHALL BE EQUIPPED WITH AN ALARM VERIFICATION FEATURE TO REDUCE UNWANTED ALARM SIGNALS FROM TRANSIENT Planning #: DATE: 5/3/2022 CONDITION(S). THE ALARM VERIFICATION IS APPLICABLE ONLY TO SMOKE DETECTORS. SEAL t SIGNATURE: DESIGNED BY: JH 33. UPON THE PROJECT COMPLETION, THE INSTALLING CONTRACTOR SHALL PREPARE AS-BUILT FIRE ALARM DRAWINGS AND FURNISH THEM IN DIGITAL FORM (PDF Format) TO THE PROJECT ENGINEER AND VERIZON ALONG WITH CUT SHEETS, AS PART OF CLOSE-OUT PACKAGE. THE DRAWINGS MUST CHECKED BY: AR5 CONTAIN FLOOR PLANS AND RISER DIAGRAM WITH ALL FIRE ALARM EQUIPMENT DEVICES AND APPLIANCES INDICATED ALONG WITH THEIR DIGITAL of NEIV ADDRESSES. © � R. s©< d.� - SCALE: As indicated 34. INSTALLING CONTRACTOR SHALL FULFILL ALL LOCAL TOWN AND AHJ REQUIREMENTS FOR PROPER FILING OF PROJECT APPLICATION. HE/SHE IS �© * DWG No: RESPONSIBLE TO PREPARE FILING DOCUMENTS (DRAWINGS, CUT SHEETS AND CALCULATIONS) AND FILE IT WITH LOCAL AHJ. ALL COST ASSOCIATED WITH THIS PROCESS, INCLUDING PERMIT AND FILLING, IS THE CONTRACTOR RESPONSIBILITIES. 0534 '5 ` } a , ,• 4 �y �orE551 FA= 0021 "It is a violation of the State Education Law for any person, Architect of Kecord: unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such Aoft item is altered, the altering engineer shall affix to the itemJ M his or her seal and the notation "altered by" followed by his /rc or her signature and the date of such alteration, and a specific description of the alteration." itecture P.c. This plan is approved only for the work indicated on the application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC in accordance with applicable codes. 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 1 1738 T G31 .320.3305 F G31 .320.3307 930 � Applicant: i ca ------, pp nt 0 C -- I i Anthony Martignetti -- 8 East 92nd St, Apt 3 1 i New York, NY 10128 I ' it ! (917) 535 - 3777 DINING Architect of Record : I 9195F JM2 Architecture, PC 75 '°� OPEN — 24 10 North Ocean Ave, Suite 300 Farmingville, NY, 1 1738 - (set A 5) (G31) 320 - 3305 I w MEP Engineer: ° 5ERVER I BATH O5TATION; ( ° �I Emtec Consulting Engineers DPC s ! 3555 Veterans Memorial Highway, Suite M ' Ronkonkoma, NY 1 1779 ' 15 Dt"J { L (G31) 35G - 217G 5 u rveyo r: _ f 1 .. a,. Nathan Taft Corwin y ' 156G Main Road, Jame5port, NY 1 1947 15 1 --- ( (G3 I) 727 - 2090 r --_-- I BATH BATH HALL Project Name }} 5775 W Mill Road DOCK 30 al 1_ --- ! ° Project Address ' s ROOFED OVER PATIO 5775 W Mill Rd r,rAy;;r� __ 7 i Mattituck NY 1 1952 Project Type ' BAP.AREA 1195E , I --- Renovation U El _ BAR(I d5EAT5) I ; i RCV15Ion5 07-18-22 ISSUED FOR SCHEMATIC DESIGN uFT I ; 1 1-04-22 ISSUED FOR PERMIT SHEET NOTES N ENTRY HOY — 1. ALL EQUIPMENT IS NEW, UNLESS OTHERWISE. 75 2. PROVIDE ALL NECESSARY WIRING AND ACCESSORIES AS FACP REQUIRED FOR A COMPLETE OPERABLE SYSTEM. CONTRACTOR a.}.-:.....[.:mn dri..ibd{...i..K __ s: :,A..:.. Y.... ..'b'a..:aek.�4.1&PS' �"— '�__ � ''.:,:+ww.wk.%uez _— SHALL PROVIDE ALL NECESSARY COMPONENTS SUCH AS Wp 75 RE-LAYS, MODULES, SUPPLEMENTARY INTERFACE / EXPANDER PANEL, STROBE & HORN MODULES, ETC. AS REQUIRED. -� DN DP1 --r�- RAMP DN RAMP 3. ALL EXPENSES FOR WORK REQUIRED TO BE PERFORMED BY THE CURRENT BUILDING FIRE ALARM CONTRACTOR SHALL BE — - ---- INCLUDED AS PART OF THIS BID PROPOSAL. WP K 4. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR FIRST FLOOR PLAN SCHEDULING, COORDINATING AND TESTING THE SYSTEM TO - THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND ENSURE THAT NEW EQUIPMENT OPERATES AS A COMPLETE SCALE: 1/4" = 1 '-0" OPERABLE SYSTEM. AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A 5. SPEAKER/STROBES SHALL BE OF A SUFFICIENT WATTAGE, VIOLATION OF SECTION 7203 SUB-DIVISION 2 OF THE N.Y. TAPPED TO PROVIDE AT LEAST A 15dB ABOVE AMBIENT AUDIBLE SIGNAL. STATE EDUCATION LAW. 6. ADD NEW ADDITIONAL FLOOR DEVICES & END LINE RESISTORS Drawing Title AS REQUIRED. THE CONTRACTOR SHALL COORDINATE WITH f IRE ALARM FIRE ALARM MAINTENANCE CONTRACTOR AND PROVIDE ADDITIONAL LOOPS AS REQUIRED.7. COORDINATE EXACT INSTALLATION LOCATION OF ALL FIRE f I R5T f PLAN LOOK ALARM INITIATION AND NOTIFICATION DEVICES AND EQUIPMENT IN FIELD. REFER TO DETAILS) ON DRAWING FA5.1. SCTM# 1000-1 OG-G-3 APP No: 8. COORDINATE FINAL LOCATION OF ALL FIRE ALARM DEVICES SCDHS No.: JM2 #: 2022-OG42 AND ASSOCIATED EQUIPMENT WITH MECHANICAL, PLUMBING AND SPRINKLER SYSTEM(S) WITH RESPECTIVE TRADES PRIOR Planning #: DATE: 5/3/2022 TO INSTALLATION. 9. SPRINKLER, FLOW AND TAMPER SWITCHES CONNECTED TO SEAL $ SIGNATURE: DESIGNED BY: JH MAIN FACP ARE LOCATED IN REMOTE AREA. CHECKED BY: AR5 pF Nf;iN fit, s01,�0 SCALE: A5 indicated * 10 * VG No: "J %FE S10 Awl l I I "It is a violation of the State Education Law for any person, rc Itect ot Kecl unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or In this specification in anyway. If any such item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his J M or her signature and the date of such alteration, and a '+ specific description of the alteration." Jte c t u r e P.c. This plan is approved only for the work indicated on the application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC in accordance with applicable codes. 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 1 1738 T G31 .320.3305 F G31 ,320.3307 Applicant: Anthony Martignetti 8 East 92nd St, Apt 3 New York, NY 10128 MF L--------J Architect of Record : I ' JM2 Architecture, PC O 0 .0. 2410 North Ocean Ave, Suite 300 Farman ville, NY, 1 1738 I (G31) 320 - 3305 1 I (/�� I 'Oni L _ 1 I I 1 MEP Eng I neer: s �;I Emtec Consulting Engineers DPC I 0 3555 Veterans Memorial Highway, Suite M Ronkonkoma, NY 1 1779 ____ i I I 1 I 1 I (G31) 35G - 217G I I i i I I I I 1 I 095T 5 u rveyo r: Nathan Taft Corwin L__________________J t ------------------J I in - DIN 156G Main Road, F i I D''ti' Jame5port, NY 1 1947 _NZ75 I P�,03650G (G31) 727 - 2050 Ll I Project Name ® ® 5775 W Mill Road Bathroom w ram:,. ., 0i — HALL rwri Project Address o� 0 I J _ 5775 W Mill Rd, ----- UP Mechanca� I� Mattituck, NY 1 1952 HIMr ,;Y ----- 11 Project Type S Co Renovation II' 0co ._A >:,�,.1' 30 - 0 0 ) Rev150115 Bathroom ATTIC PLAN 07-18-22 ISSUED FOR SCHEMATIC DESIGN CL. I I-04-22 ISSUED FOR PERMIT = �. CL. : 511ELVE5 SCALE: 1/4" = 1'-0" ,y r I O /,, 0 o SHEET NOTES 30 �1 1. ALL EQUIPMENT IS NEW, UNLESS OTHERWISE. 0 0 2. PROVIDE ALL NECESSARY WIRING AND ACCESSORIES AS } REQUIRED FOR A COMPLETE OPERABLE SYSTEM. CONTRACTOR SHALL PROVIDE ALL NECESSARY COMPONENTS SUCH AS RELAYS, MODULES, SUPPLEMENTARY INTERFACE / EXPANDER —s--- PANEL, STROBE & HORN MODULES, ETC. AS REQUIRED. 3. ALL EXPENSES FOR WORK REQUIRED TO BE PERFORMED BY THE CURRENT BUILDING FIRE ALARM CONTRACTOR SHALL BE INCLUDED AS PART OF THIS BID PROPOSAL. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND 4. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. SECOND FLOOR PLAN SCHEDULING, COORDINATING AND TESTING THE SYSTEM TO ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A ENSURE THAT NEW EQUIPMENT OPERATES AS A COMPLETE VIOLATION OF SECTION 7205 SUB-DIVISION 2 OF THE N.Y. SCALE: 1/4" = 1'-0" OPERABLE SYSTEM. STATE EDUCATION LAW. 5. SPEAKER/STROBES SHALL BE OF A SUFFICIENT WATTAGE, Drawing Title TAPPED TO PROVIDE AT LEAST A 15l ABOVE AMBIENT AUDIBLE SIGNAL. f I RE ALARM 6. ADD NEW ADDITIONAL FLOOR DEVICES & END LINE RESISTORS AS REQUIRED. THE CONTRACTOR SHALL COORDINATE WITH 2ND f LR ATTIC PLANS FIRE ALARM MAINTENANCE CONTRACTOR AND PROVIDE ADDITIONAL LOOPS AS REQUIRED. 7. COORDINATE EXACT INSTALLATION LOCATION OF ALL FIRE SCTM# 1000-I'OG-G-3 APP No: ALARM INITIATION AND NOTIFICATION DEVICES AND EQUIPMENT SCDHS No,: JM2 #: 2022-0642 IN FIELD. REFER TO DETAILS) ON DRAWING FA5.1. Planning #: _ DATE: 5/3I2022 8. COORDINATE FINAL LOCATION OF ALL FIRE ALARM DEVICES AN ASSOCIATED EQUIPMENT WITH MECHANICAL, PLUMBING AND SEAL If SIGNATURE: DESIGNED BY: JH SPRINKLER SYSTEM(S) WITH RESPECTIVE TRADES PRIOR TO INSTALLATION. CHECKED BY: AR5 of HEW 1- 9. SPRINKLER, FLOW AND TAMPER SWITCHES CONNECTED TO MAIN R. ,gQ © SCALE: As indicated FACP ARE LOCATED IN REMOTE AREA. toy'$,p`�" .�� * �. �o * VG No: M ILI %P. 05145S �0rES510� ------------ ---------- "It is a violation of the State Education Law for any person, rc Itect 0 ec0— ra- ULIcUL System No. W-L-1164 NOTES: unless he or she is acting under the direction of a licensed F Ratings - 1 and 2 Hr (See Items 1 and 4) professional engineer to alter an item in anyway, on this T Rating - 0 Hr ITdrawing and/or in this specification in anyway. If any such i Item is altered, the altering engineer shall affix to the item 1. All penetrations throw h rated walls includin but not limited to Boiler Rooms Mechanical his or her seal and the notation "altered by" followed by his JM2 4 g g or her signature and the date of such alteration, and a Equipment Rooms and Rated Shafts, shall be fire stopped per details sheets included in this specific description of the alteration." (�''' U c itecture P.c. 1 drawing set. Refer to Architectural drawings for all wall ratings. Detail sheets show only a few application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or 3 common applications however, they do not show all applications. Contractor must use only in accordance with applicable codes. JM2 ARCHITECTURE PC firestop products that have been UL 1479 or ASTM E 814 tested for specific fire-rated 2410 NORTH OCEAN AVENUE SUITE 300 construction conditions conforming to construction assembly type, penetrating item type, FARMINGVILLE, NY, 1 1738 annular space requirements, and fire-rating involved for each separate instance. T I G31 .320.3305 FI G31 .320,3307 2. Details shown are typical details. If field conditions do not match requirements of typical A 2 utilized. : Appllcan 4 details, approved alternate details shall be Field conditions and dimensions need to be Anthony Martignt verified for compliance with the details, including but not limited to the following: * Minimum 8 East 92nd St, Apt 3 and maximum Width of Joints * Type and thickness of fire-rated construction. The minimum New York, NY 10128 assembly rating of the firestop assembly shall meet or exceed the highest rating of the adjacent (517) 535 - 3777 SECTION A-A construction. Architect of Record : 3. If alternate details matching the field conditions are not available, manufacturer's engineering JM2 Architecture, PC 24 10 North Ocean Ave, Suite 300 1. Wall AssemblyThe 1 or 2 hr fire—rated sum wallboard stud wall assembly shall be constructed of the materials judgment drawings are acceptable. Drawings shall follow the International Firestop Council NY 11735 9YP / Y Farmmgville, , and in the manner described in the individual U400 Series Wall or Partition Design in the UL Fire Resistance Directory (IFC) Guidelines for Evaluating Firestop Systems Engineering Judgments. (G31) 320 - 3305 and shall include the following construction features: A. Studs —Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 4. References: by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC. When steel MEP EnG)Ineer: studs are used and the diam of opening exceeds the width of stud cavity, the opening shall be framed on all sides using lengths of steel stud installed between the vertical studs and screw attached to the steel studs at 2013 Underwriter's Laboratories Fire Resistance Directory, Volumes 1 & 2 Emtec Consulting Engineers DPC each end. The framed opening in the wall shall be 4 to 6 in. wider and 4 to 6 in. higher than the diam of the * NFPA 101 Life SafetyCode 3555 Veterans Memorial Hi hwa , penetrating item such that, when the penetrating item is installed in the opening, a 2 to 3 in. clearance is g y Suite M present between the penetrating item and the framing on all four sides. * NFPA 70 - National Electric Code Ronkonkoma, NY 11779 B. Gypsum Board — The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam All in local and regional building codes (G31) 35G - 217G governing of opening in steel stud walls is 32in.. Max diam of openings in wood stud walls is 14-1/2 in. g g g Surveyor: The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 5. Firestop System installation must meet requirements of ASTM E-814 (UL 1479) tested Nathan Taft Corwin 2. Steel Sleeve — Nom 32 in. diam (or smaller) Schedule ye (or heavier) steel pipe sleeve friction fit in nom 32 in. assemblies that provide a fire rating equal to that of construction being penetrated. 158G Main Road, diam circular opening cut through gyp—sum wallboard layers. Length of steel sleeve to be equal to thickness of wall. p g q g p 3. Through—Penetrant — One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the 6. All rated through-penetration assemblies shall be prominently labeled with the followingJamesport, NY 11947 firestop system. The annular space between pipe, conduit or tubing and the steel sleeve shall be min of 0 in. (pointp y contact) to max 1-7/8 in. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The information: (G31) 727 - 2090 following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe — Nom 30 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. * ATTENTION: Fire Rated Assembly B. Iron Pipe — Nom 30 in. diam (or smaller) service weight (or heavier) cast iron soil pipe or Class 50 (or heavier) Project Name ductile iron pressure pipe. * UL System # * Products used C. Conduit — Nom 4 in, diam (or smaller) steel electrical metallic tubing. Y \ ) D. Copper Tubing — Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. * Hourly Rating (F-Rating) 5775 W Mill Road E. Copper Pipe — Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. 4. Fill, Void or Cavity Material*—Sealant — Min 5/8 in. and 1-14 in. thickness of fill material applied within annulus, * Installation Date flush with both surfaces of wall assembly for 1 or 2 hr rated walls, respectively. Min 1/2 in. diam bead of caulk applied to the penetrant/wallboard interface at the point contact location on both sides of wall. 7. For outlet boxes requiring protection, use only Wall Opening Protective Materials, category Project Address CLIV as classified by Underwriter's Laboratories, Fire Resistance Directory (Volume 1.) 5775 W Mill Rd, FIRESTOP OF METAL PIPING THROUGH Mattituck, NY 11952 GYPSUM RATED WOOD OR STEEL WALL DETAIL Project Type N.T.S. Renovation FIRE � FIRE RCV151on5 PUS 07-1 8-22 155UED FOR SCHEMATIC DESIGN PULL 1 1-04-22 ISSUED FOR PERMIT 15'-0" MAX. (EXCLUDING CORRIDORS 4" CEILING (OPEN OR ATC) LESS THAN 10'-0" WIDE) AUDIO/VISUAL AND MIN 3' AWAY ACCEPTED HERE 4' 6 MIN. (SEE GENERAL NOTE 1) A/C SUPPLY OR RETURN _� 12"(MAX.) LIFT HERE VISUAL ONLY DEVICES CEILING MOUNTED SMOKE/HEAT DETECTOR DIFFUSER NEVER HERE OR CARBON MONOXIDE DETECTOR NOTES: WALL MOUNTED 1 . REFERENCE SPECIFICATIONS FOR REQUIREMENTS, DETAILS TO EXIT DOOR SMOKE/HEAT DETECTOR AND SIGNAGE. 5'-0" (MAX.) FIRE ALARM SYNCHRONIZE MORE THAN TWO CONTROL PANEL J APPLIANCES IN ANY FIELD OF VIEW. CO ALARM 96" MAX (NFPA) Beoa w TYPICAL PULL STATION DETAIL ABOVE U' FINISHED LCD SCALE: NONE FLOOR DOOR DISPLAY 80" MIN TO 6'-6"AFF & THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND BOTTOM OF FINAL MOUNTING HEIGHT CONTROL LENSES TO BE VERIFIED BY FINISHED WALL AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. BUILDING MANAGER ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A UNLESS OTHERWISE 72" MAX. " W Wrpw VIOLATION OF SECTION 7209 5UB-DIVISION 2 OF THE N.Y. NOTED BY DEVICE 0 60 MIN. 60 STATE EDUCATION LAW. MANUFACTURER. �. A.F.F. 54 A.F.F. Drawing Tale 48 MAX. (ADA) 60" CLEAR LENS 42" MIN. (NFPA) A.F.F. " A.F.F. F F F I RE ALARM I I TYPICAL WHITE FINISHED FLOOR R R LETTERING DETAI L5 MANUAL PULL STATION E E a TYPICAL RED SCTM# 1000-I OG-G-3 APP No: FACE PLATE ©GENERAL NOTES: o SCDHS No.: JM2 #: 2022-OG42 1 , 6" MINIMUM IF DEVICE CANNOT BE LOCATED AS SHOWN BECAUSE CEILING Planning #: _ DATE: 51312022 HEIGHT IS INSUFFICIENT. SEAL � SIGNATURE: DESIGNED BY: �h 2. DETAIL NOT INTENDED TO SHOW SPATIAL RELATIONSHIP OF DEVICES. NOTE: REFERENCE FLOOR PLANS FOR ACTUAL LOCATIONS. CHECKED BY: AR5 1. STROBES AND HORN/STROBES ACTIVATE IN ALL SPACES ON BULIDING FIRE ALARM. a,� of S SCALE: As indicated 3. REFER TO THE PROPER DEVICE INSTALLATION INSTRUCTIONS FOR BACKBOX MOUNTING HEIGHT. r�vN Q� ,� * , * DWG No: TYPICAL EQUIPMENT, DEVICES AND APPLIANCES MOUNTING HEIGHT TYPICAL NOTIFICATION DEVICE DETAIL N.T.S. SCALE: NONE '10fi,Ess "It is a violation of the State Education Law for any person, Architect o ecor : unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such Item is altered, the altering engineer shall affix to the Item his or her seal and the notation "altered by" followed by his JM2 or her signature and the date of such alteration, and a specific description of the alteration." ,,(( This plan is approved only for the work indicated on the rc mecture P.c. application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC in accordance with applicable codes. 2410 NORTH OCEAN AVENUE - - -- - - - - - - -- - - -- - - -- - - - - - - - - -- - - -- - - - - -- - - -- -- - - -- - - -- - - -- - - --� SUITE 300 FARM I NGVI LLE, NY, 1 1735 T I G31 ,320.3305 FI G31 .320.3307 195T Applicant: Anthony Martignetti AHU-1 AHU-2 AHU-3 I 8 East 92nd 5t, Apt 3 CR CR CR ; New York, NY 10128 I (917) 535 - 3777 R R R Architect of Record : 1 (FOR AHU-1 FOR A H U_2 FOR AHU-3 JM2 Architecture, PC SHUTDOWN SHUTDOWN SHUTDOWN 2410 North Ocean Ave, Suite 300 ' ATTIC Farmingville, NY, 1 1738 - - -- — - - - - -- - - - - - - - - — - - - - - - - - - - - - -- - - - - — - - -- - - -- - - - - - - -- - - -- � (G3 1) 320 - 3305 S S S S C0 S S M EF Engl neer: z I I Emtec Consulting Engineers DPC BEDROOMS HALL MECHANICAL LIVING 3555 Veterans Memorial Highway, Suite M ROOM , Ronkonkoma, NY 1 1779 I i 30 30 75 (G3 I) 35G - 2 17G 5 u rveyo r: Nathan Taft Corwin BEDROOMS LIVING ROOM 158G Main Road, ECOND FLOOR Jamesport, NY 1 1947 S - - - - — - - - - - - --- ( 3 727 - 2090 ' 2#12, #12GRD 3/4"C ' Project Name 120V POWER FIRE SPRINKLER 5775 W Mill Road � ' FIRE WATER MAIN 24 VDC BELL EI OL PS (F B.0 ) ; Project Address EOL B WP 5775 W Mill Rd, i TS KLER SYSTEM FS T ALARM NFLOW SWITCH ' Mattituck, NY 1 1952 l F F S S F WM WM Project Type 195E f195E ROOFED OVER BAR AREA DINING FOYER OPEN PATIO KITCHEN I Renovation Revisions 75 75 30 FACP ; 07-18-22 ISSUED FOR SCHEMATIC DE51GN �_T_ FIRE ALARM 1 1-04-22 ISSUED FOR PERMIT ROOFED RAMP BAR DINING BATH KITCHEN CONTROL PANEL " WP ' OVER AREA ' PATIO I Ci. 2 3 4 O KEY NOTES SINGLE OR DUAL PATH O POWER SUPPLY i 1. PROVIDE COMBINATION SMOKE CARBON MONOXIDE DETECTOR IN FIRE COMMUNICATOR (CELLULAR AND/OR IP) N PCO: UDACT TENANT SPACE. CONNECT TO EXISTING MAIN FIRE ALARM PANEL PER WITH CENTRAL STATION TO SLELTEVI—CFB I N.Y.S. BUILDING CODE OR LOCAL AHJ REQUIREMENT. COMPLY WITH NFPA 72 2. FACP SHALL BE PROGRAMMED FOR ALARM VERIFICATION FOR ALL INITIATION DEVICES TO AVOID FALSE ALARMS. #10 GRID TO BLCG­'1�11_ 120V i 3. PROVIDE FACP WITH BUILT—IN UDACT. STEEL FOR NYC ' 4. PROVIDE FACP WITH SECONDARY POWER SUPPLY (BATTERY) WITH CAPACITY MEETING THE NFPA 72 2013 SECTION 10.6.7.2.1. REQUIREMENTS. FIRE ALARM INSTALLER IS RESPONSIBLE TO 2#12+1#12GRD-3/4 C i PERFORM BATTERY CALCULATIONS AND SUBMIT TO ENGINEER FOR REVIEW. I; 5. FIRE ALARM COMMUNICATOR TO PROVIDE SINGLE PATH I FIRST FLOOR —— — — (IP) O CELLULAR) W CENTRAL THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND MMUNICATION I PROTOCOL R CELLO WITH MONITORING STATION, REQUIRED BY NFPA 72 AND LOCAL AHJ E A COORDINATE WITH OWNER FOR PREFERRED COMMUNICATION TYPE. IF AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. IP CONNECTION IS PREFERRED, PROVIDE ALL NECESSARY NETWORK CONNECTION TO FACILITY IT INFRASTRUCTURE. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. FIRE ALARM RISER DIAGRAM SHEET NOTES Drawing Title STATE EDUCATION LAW. SCALE: NOT TO SCALE 1. DEVICES SHOWN ON RISER ARE FOR REFERENCE ONLY. FOR EXACT f I RE ALARM FIRE DEVICES QUANTITY AND ITS LOCATION REFER TO FIRE ALARM FLOOR PLANS (TYPICAL). 15E DIAGNAA 2. ALL LOW VOLTAGE FIRE ALARM CONDUCTORS SHALL BE PROTECTED BY R M EITHER BUILDING CONSTRUCTION OR RGS CONDUIT TO 12 FEET ABOVE SCTM# 1000-I OG-6-3 APP No: THE FINISHED FLOOR. LOADING DOCKS, GARAGES, SUPPRESSION AND EXTINGUISHING SYSTEM WIRING, MECHANICAL AND ELECTRICAL ROOMS 5CDH5 No.: JM2 #: 2022-OG42 AND OTHER LOCATIONS SUBJECT TO MECHANICAL DAMAGE SHALL BE IN FULL RIGID CONDUIT (RGS). IN ALL OTHER AREAS OR ABOVE INDICATED HEIGHT, NYC APPROVED FIRE ALARM WIRE MAY RUN EXPOSED (WITHOUT Planning #: _ DATE: 5/3/2022 CONDUIT), PROVIDED IT MEETS NYC ARTICLE 760 AND CONNECTS TO SEAL SIGNATURE: DESIGNED BY: Jh BUILDING STRUCTURE USING A NYC APPROVED MEANS. 3. PROVIDE 24VAC OR 12VAC POWER SUPPLY TO ALL CONTROL RELAYS CHECKED BY: AR5 FROM FACP OR DEDICATED POWER SUPPLY. of W k SAC R SO 0 SCALE: As indicated 4. ALL ELECTRICAL EQUIPMENT ASSOCIATED WITH FIRE PROTECTION �' ,`�¢ , * DWG No: SYSTEM AND INDICATED ON THIS DRAWING SHALL BE IN A * t SEPARATE RED ENCLOSURES AND LABELED PROPERLY. ;; { w 05 3 q ray v %PE slooi F A= 6 - - - - - - - 1- - 16610 FIRE ALARM SPECIFICATION remain on until the alarm condition Is reset to normal, - Temperatures 32F to 120E (OC to 49C) rc itect 0 ecor 9. Elevator lobbydetectors shall recall the elevator to the primary designated floor, or if the primary - Humidlt i 0-937 RH, non-condensing u is a violation of the State Education Law for any person, PART 1 - GENERAL P Y g P Y Y 9 unless he or she is acting under the direction of a licensed detector Is activated then to the secondary designated floor. - Elevations no limit professional engineer to alter an item in anyway, on this 11 GENERAL REQUIREMENTS C, The entire fire alarm system wiring shall be electrically supervised to automatically detect and report 3, Standard Detector Mounting Bases, GE-SIGA-SB), Provide standard detector mounting bases drawing and/or in this specification in anyway. If any such A. The general provisions of the contract includingGeneral and Special Conditions and General Requirements trouble conditions to the fire alarm control panel, Any opens, grounds or disarrangement of system wiring GE-SIGA-SB suitable for mounting on North American 1-gang, 3" or 4" octagon box and 4 square box, item is altered, the altering engineer shall affix to the item shall apply to all work under this Section, P q and shorts across alarm bell/strobe wiring shall automatically, The base shall, contain no electronics, support all Signature Series detector types and have the his or her seal and the notation "altered by" followed by his JM2 1 PP y following minimum requirements:: or her signature and the date of such alteration, and a 1.2 DESCRIPTION OF WORK 1. Update the control/display as described above 0.1.) specific description of the alteration." ArcVitecture • 2. O erate the su ervisor reln contacts to initiate the transmission of an alarm to a central station a, Removal of the respective detector shall not affect communications with other detectors, This plan is approved only for the work indicated on the P.C. A. The work Includes providing all labor, materials, equipment, accessories, services and tests necessary to p supervisory Y application specification sheet. all other matters are not to be complete and make ready for operation by the Owner a fire alarm system, Perform an acceptance test agency via leased telephone lines. b. Terminal connections shot[ be made on the room side of the base. Bases which must be removed to relied upon, or to be considered as either being approved or and make ndJustments as required by the authorities having jurisdiction, 3. Visually and audibly annunciate a general trouble condition, on the remote annunciator panel, The gain access to the terminals shall not be acceptable, in accordance with applicable codes. JM2 ARCHITECTURE, PC B. Provide as shown on drawings a fire alarm system consisting of the followings visual Indication shall remain on until the trouble condition Is repaired. c, The base shall be capable of supporting one (1) Signature Series GE-SIGA-LED Remote Alarm LED 2410 NORTH OCEAN AVENUE 1. A fire alarm control panel with microprocessor based electronics, power supplies, amplifiers and PART 2 - PRODUCTS Indicator, Provide remote LED alarm Indicators where shown on the plans, SUITE 300 batteries. 2.1 BASE BID MANUFACTURERS 4. Relay Detector Mounting Bases, GE-SIGA-RB, Provide relay detector mounting bases GE-SIGA-RB suitable FARMINGVILLE, NY, 1 1738 for 2, Automatic and manual Initiating devices, mounting on North American 1-gang, 3 or 4 octagon box and 4 square box. The relay base shall T I G31 .320.3305 FI G31 .320.3307 support all Signature Series detector types and have the following minimum requirements; 3, Audible and visual notification appliances, A. GE-Edwards Systems Technology (GE-EST) 4, Control outputs to ventilation systems, B. Notifier a. The relay shall be a bi-stable type and selectable for normally open or normally closed operation, Applicant: 2. Self-Synchronized Strobes 5, Raceways, wiring and accessories as required for a complete and operable system. C. Siemens b, The position of the contact shall be supervised, Anthony Marti9netti c. The rela o eration shall be exercised b the detector rocessor u u a. 1-Gang Strobes, Genesis Series, Provide strobes manufactured by GE-EST, Cat No, G1RF-VM, (White C. The Contractor shall prepare all required drawings, wiring and riser diagrams, and make necessary y P Y on ,ower p p p p face plates may be used based upon approval of local jurisdiction only) 8 East 92nd St, Apt 3 submissions and obtaln all approvals as required by local Building Department and Fire Prevention Agency. 2.2 GENERAL d, The relay shall automatically de-energize when a detector Is removed, 3, Horns New York, NY 10128 D. All work shall be performed by qualified personnel, with all necessary licenses as required by the local A. Any equipment proposed as equal to that herein specified must be proven by the Contractor, Submit to the e. The operation of the relay base shall be controlled by Its respective detector processor, (917) 535 - 3777 agency having jurisdiction, Engineers the manufacturers name, model numbers of substitute equipment and materials, engineering data Detectors operating standalone mode shalt operate the relay upon changing to alarm state, Relay a. 1-Gang Horns, Genesis Series. Provided horns manufactured by GE-EST, Cat. No. G1RF-HD Series, E. The equipment shall be listed by Underwriters Laboratories. bases not controlled by the detector microprocessor shall not be acceptable, sheets, and a list of ten (10) installations of similar equipment which have been satisfactorily Installed and (White face plates may be used based upon approval of local jurisdiction only) Architect of Record :in continuous operation on a users premises over a period of three (3) years, See section 16000 for b/St Horn roes F. The exact location of all equipment shall be coordinated with existing equipment, HVAC ducts, etc additional substitution request requirements. f, Form C Relay contacts shall have a minimum rating of 2 amp @ 30 Vdc and be listed for pilot duty, 4. JM2 Architecture, PC I G. Under no circumstances shall the input power to the control panel (120 VAC) or auxiliary 24 VDC power B. The catalog numbers used below are those of GE-Edwards Systems Technology (GE-EST) as provided by g. Removal of the respective detector shall not affect communications with other detectors, a, 1-Gang Horn/Strobes, Genesis Series, Provided horns/strobes manufactured by GE-EST, Cat, No, Electrical Technology Inc„ 35 Do to Court, E. Northport, NY, 631-499-0300, and constitute the type and GIRF-HDVM. (White face plates may be used based upon approval of local jurisdiction only) 24 I 0 North Ocean Ave, Suite 300 from the power supply of the panel be utilized for auxiliary external control functions (e,g, Fusible links, 9Y Y P YP P Y P pp j y damper, etc,). quality of equipment to be furnished, In. Terminal connections shall be made on the room side of the base. Bases which must be removed to 5. Remote LED Alarm Lamps Farmingville, NY, 11738 capability C. The Fire Alarm Control Panel shall have the ca expanded for future addltlons/alterations. gain access to the terminals shall not be acceptable. H. All Initiating and indicating circuits are polarized and supervised, Polarity must be observed and no P Y to be ex P (G3 I) 320 - 3305 parnllel-branching (tee-tapping) will be permitted, a. SIGA-LED Remote lamp indicator light. I. Actuation of any new actuating device shall perform the function as performed by similar devices on this 2,4 REMOTE LCD ANNUNCIAT❑R 5. Intelligent Duct Smoke Detector Housing, GE-SIGA-SD, Provide smoke duct detector GE-SIGA-SD, along G. ANCILLARY DEVICES MEP Eng I neer: floor and other floors and as required by Code. A. Provide a remote lcd annunciator, with the same 'look and feel' as the facu with a standard, relay or Isolator detector mounting base, Provide for variations In duct air velocity 1. Remote Relays Emtec C01`15ultin9 Engineers DPC J. Fan system shutdown shall perform the some functions as similar devices on this floor and other floors operator interface, the remote (col annunciator shall use the sane primary between 300 and 4000 feet per minute (300 to 1000 feet per minute for Ion-photo-heat detector), 3555 Vet Memorial Hi hwa , Suite M and as required by Local Code, acknowledge, silence, and reset keys[ status leds and lcd display as the facu, Protect the measuring chamber from damage and Insects. Provide an air exhaust tube and an air a. Multi Voltage Control Relays, MR-100 Series erans emoriag Y sampling Inlet tube which extends Into the duct air stream up to ten feet. Provide drllling templates Ronkonkoma, NY 11779 1,3 STANDARDS B. Annunciator shall have super-twist lcd display with two lines of 40 characters and gaskets to facilitate locating and mounting the housing, Provide five one gang knockouts for (1). Provide remote control relays connected to supervised ancillary circuits for control of fans, each, annunciator shall be provided with four (4) programmable control switches mounting optional Signature Series modules, Finish the housing In baked red enamel. Provide remote dampers, door releases, etc, Relay contact ratings shall be SPDT and rated for 10 amperes (G31) 35G 217G A. The system shall conform to the following latest National Fire Protection Association Bulletins, and shall be and associated leds, alarm LEDs GESIGA-SD-LED and Remote Test Stations GE-SIGA-SD-TRM as shown on the plans, at 115 Vac, A single relay may be energized from a voltage source of 24 Vdc, 24 Vac, 115 installed as per all local Building and Fire Marshal/Department requirements, Vac, or 230 Vac, A red LED shall Indicate the relay Is energized, A metal enclosure shall be 5 u rveyo r: B. Except as modified by governing codes and by the Contract Documents, comply with the latest applicable C. Under normal conditions the (col shall display a 'system Is normal' message and provided, Nathan Taft Corwin provisions and latest recommendations of the followingi the current time and date. D. INTELLIGENT MODULES - 2.8 FIRE ALARM CABLE 158G Main Road, D. Should an abnormal condition be detected the appropriate Led (alarm, supervisory A. Initiating circuits shall be 2 conductor #16 type FPL of FPLP cable as required, Where installed In conduit, James ort, NY 11947 1. National Fire Alarm Code (NFPA 72) P Y 1. GENERAL or trouble) shalt flash, the unit aucilble signal shall pulse for ALARM CONDITIONS 9 yp q p 2. Uniform Building Code AND S❑UND STEADY F❑R TR❑UBLE AND SUPERVIS❑RY C❑NDITI❑NS, a. It shalt be possible to address each Intelligent Signature Series module without the use of DIP or THHN conductors may be substituted for fire alarm cable, (G31) 727 - 2090 3, Uniform Fire Code E. THE LCD SHALL DISPLAY THE F❑LL❑WING INF❑RMATI❑N RELATIVE TO THE ABNORMAL rotary switches, Devices using DIP switches for addressing shall not be acceptable. The B. Notification circuits shall be 2 conductor #14 type FPL or FPLP cable as required minimum size #14 AWG, personality of multifunction modules shall be programmable at site to suit conditions and may be CONDITION ❑F A POINT IN THE SYSTEM: Where installed In conduit, THHN conductors may be substituted for fire alarm cable, Project Name 4, American National Standard Institute changed at any time using a personality code downloaded from the Analog Loop Controller, Modules 1. 40 CHARACTER CUSTOM LOCATION LABEL, requiring EPROM, PROM, ROM changes or DIP switch and/or jumper changes shall not be acceptable, PART 3 - EXECUTION 5, National Electrical Manufacturers Association The modules shall have a minimum of 2 diagnostic LEDs mounted behind a finished cover plate. A 6, Underwriters Laboratories 2, TYPE OF DEVICE (E.G„ SMOKE, PULL STATI❑N, WATERFL❑W). green LED shall flash to confirm communication with the loop controller. A red LED shall flash to 31 WIRING 5775 W M�Ii Road display alarm status. The module shall be capable of storing up to 24 diagnostic codes which can 7. Applicable National Fire Protection Association Standards 3. P❑INT STATUS (E,G,, ALARM, TROUBLE), be retrieved for troubleshooting assistance. Input and output circuit wiring shalt be supervised A. Label wiring at all termination points, 8, Americans with Disabilities Act (ADA) for open and ground faults, The module shall be suitable for operation In the following B. Contractor shall clearly re-label all Fire Alarm Control Panels with new zones with t F. OPERATOR KEYS SHALL BE KEY SWITCH ENABLED T❑ PREVENT UNAUTHORIZED USE, THE envlronmenti typed labels. 9. National Electric Code (NFPA 70) KEY SHALL ❑NLY BE REM❑VABLE IN THE DISABLED P❑SITI❑N, ACKNOWLEDGE, SILENCE Project Address AND RESET ❑PERATI❑N SHALL BE THE SAME AS THE FACU. b. Temperatures 32oF to 120oF (OoC to 49oC) C, In general, it is the intent of this specification that all fire alarm wiring be run concealed within walls j 14 SUBMITTALS and/or above ceilings, wherever possible and shall be UL approved "Power Limited Fire Protective" plenum 5775 W Mill I\d, A. Submit prior to ordering equipment. 2,7 SIGNATURE SERIES INTELLIGENT ADDRESSABLE ANALOG DEVICES c, Humldityi 0-93% RH, non-condensing rated cable, 2. SINGLE INPUT MODULE, GE-SIGA-CTl a. Provide intelligent single Input modules GE-SIGA-CTi. The Single Input Module shall provide one (1) to exposed or wherever cable Is damage prevent D. Ex posed cable shalt be run In such a manner as to p g P ex 1. Wiring diagrams showing connections between all system components. A. ALL DEVICES - GENERAL damage, It shall be run In EMT or IMC conduits, All exposed cable below lOfeet shall be run In conduit. M a tt i t u c k, NY 1 1552 2. Description of system operation, 1, Each remote device shall have a microprocessor with non-volatile memory to support its functionality supervised Class B Input circuit capable of a minimum of 4 personaLlitles, each with a distinct E. Minimum size conduit for fire and smoke detection wiring shall be 3/4'. - 3. Annunciator schedule showing titles for each fire alarm and supervisory zone, and serviceability. Each device shall store as required for Its functionality the following dotal device operation. The module shall be suitable for mounting on North American 2 (64mm) deep 1-gang Project Type serial number, device address, device type, personality code, date of manufacture, hours In use, boxes and 1 (38mm) deep 4 square boxes with 1-gang covers, The single Input module shot[ F. All conduits must enter the sides of panel(s). Connections to top of panel are not permitted, 4. Manufacturer's literature marked to show model and catalog number for all equipment, number of alarms and troubles, time and date of last alarm, amount of environmental compensation support the following circuit typesi G. Splices are prohibited, Renovation . 5. Manufacturer's installation Instructions, operations and maintenance instructions, left/used, last maintenance date, job/project number, current detector sensitivity values, diagnostic Information (trouble codes) and algorithms required to process sensor data and perform communications - Normally-Open Alarm Latching (Manual Stations, Heat Detectors, etc,) 3.2 DETECTOR INSTALLATION 6. A complete layout of the entire system Including conduit routing, conduit sizes, wire sizes and types, with the loop controller, - Normally-Open Alarm Delayed Latching (Waterflow Switches) 7. Provide a color code schedule for wiring. 2. Each device shall be capable of electronic addressing, either automatically or application programmed - Normally-Open Active Non-Latching (Monitor, Fans, Dampers, Doors, etc.) A. Smoke detectors shall not be Installed until after the construction clean up of all trades is final. assigned, to support physical/electrical mapping and supervision by location, Setting a devices address - Normally-Open Active Latching (Supervisory, Tamper Switches) B, Contractor shalt arrange for the zone contractor to clean all existing smoke detector heads In area of Rev 5 On5 8, Battery sizing calculations indicating circuit loading and power supply loading, Voltage drop calculations shalt be submitted for all notification appliance circuits exceeding 1,5 Amps or 300' length, by physical means shall not be necessary, 3. DUAL INPUT MODULE, GE-SIGA-CT2 work Identified on contract documents, 07-18-22 ISSUED FOR SCHEMATIC DESIGN 9. Submittals shall be as a complete set. Partial submittal will not be acceptable, B. INTELLIGENT DETECTORS - GENERAL a. Provide Intelligent dual Input modules GE-SIGA-CT2, The Dual Input Module shall provide two (2) C. Any smoke detectors Installed prior to the final construction clean up shalt be cleaned or replaced with 1 1-04-22 ISSUED FOR PERMIT supervised Class B input circuits each capable of a minimum of 4 personalities, each with a distinct new detectors, 10. Drawings shall not be on less than 8-112 by 11 Inch sheets and shall Identify all symbols used, 1. The System Intelligent Detectors shall be capable of full digital communications using both broadcast operation. The module shall be suitable for mounting on North American 2 (64mm) deep 1- an , and polling protocol. Each detector shall be capable of performing Independent fire detection p g P 9 9 D. No automatic detector shall be mounted within the air flow of a supply air register, A minimum of 36 shall B. Submit prior to bulldinc occupancy boxes and 1 (38mm) deep 4 square boxes with 1-gang covers, The dual Input module shall P i P Y algorithms, The fire detection algorithm shall measure sensor signal dimensions, time patterns and be provided between detector location and air register, combine different fire parameters to Increase reliability and distinguish real fire conditions from support the following circuit types 1. Contractor shall submit, upon completion of system verification, a point-by-point check list indicating unwanted deceptive nuisance alarms. Signal patterns that are not typical of fires shall be eliminated 3,3 LOCATION OF EQUIPMENT the date and time of each Item Inspected and Issue a Record of Completion confirming that the by digital filters, Devices not capable of combining different fire parameters or employing digital - Normally-Open Alarm Latching (Manual Stations, Heat Detectors, etc,) Inspection has been completed and the system Is Installed and functioning In accordance with the filters shall not be acceptable, - Normally-Open Alarm Delayed Latching (Waterflow Switches) A, Instruments shall be located as shown on the drawings, In general: specifications, - Normally-Open Active Non-Latching (Monitor, Fans, Dampers, Doors, etc,) B. Smoke/Heat Detectors - Ceiling Mounted, 1,5 RECORD DOCUMENTS, OPERATIONS AND MAINTENANCE MANUALS 2. Each detector shall have an Integral microprocessor capable of making alarm decisions based on fire - Normally-Open Active Latching (Supervisory, Tamper Switches) 1, parameter Information stored in the detector head, Distributed Intelligence shall Improve response time C. Strobe/Horns - Wall mounted 80" AFF or 6" below ceiling. whichever is lower, A. Complete record documents before scheduling acceptance test. Record documents shall Include all by decreasing the data flow between detector and analog loop controller. Detectors not capable of 4. MONITOR MODULE, GE-SIGA-WTM & SIGA-MMI Information required by the above SUBMITTALS section. making Independent alarm decisions shall not be acceptable, Maximum total analog loop response time a, Provide intelligent monitor modules SIGE-WTM & SIGA-MMI, The Monitor Module shall be factory set D. Putt Stations -Wall mounted 4' - V AFF 1,6 GUARANTEE for detectors changing state shall be 0,5 seconds, to support one (1) supervised Class B Normally-Open Active Non-Latching Monitor circuit. The 3.4 ACCEPTANCE TEST A. All equipment and systems shall be guaranteed for a period of one year following acceptance of the 3. Each detector shall have n separate means of displaying communication and alarm status. A green LED monitor module shall be suitable for mounting on North American 2 (64mm) deep 1-gang boxes and sysi;em by the Owner. shall flash to confirm communication with the analog loop controller. A red LED shall flash to display 1 (38mm) deep 4 square boxes with 1-gang covers. A. Prior to scheduling acceptance test, check system and perform preliminary testing to verify that the alarm status. b, Provide Intelligent control relay modules GE-SIGA-CR, The Control Relay Module shall provide one system operates correctly and is ready for an acceptance test, 1,7 CIRCUITING GUIDELINES 9 Y Y 4. The detector shall be capable of identifying up to 32 diagnostic codes, This information shall be form C dry relay contact rated at 2 amps @ 24 Vdc to control external appliances or equipment B, A factory trained technician shall supervise the final connections, He shall test and adjust all equipment A. Each addressable analog loop shall be circuited as shown on the drawings but device loading Is not to available for system maintenance, The diagnostic code shall be stored at the detector, shutdown, The control relay shall be rated for pilot duty and releasing systems. The position of upon completion of the Installation, Each detector, station, and signal shall be tested by the Contractor exceed 80% of loop caoaclty in order to leave for space for future devices, the relay contact shalt be confirmed by the system firmware, The control relay module shall be in the presence of the Architect/Design Professional, 5. Each smoke detector shall be capable of transmitting pre-alarm and alarm signals in addition to the suitable for mounting on North American 2 (64mm) deep 1-gang boxes and 1 (38mm) deep 4 C. Contractor shall engage the services of the Owner's zone contractor to perform final check out of Fire B. Notification appliance circuits shall not be loaded more than 75% of their rated output. normal, trouble and need cleaning Information. It shall be possible to program control panel activity to square boxes with 1-gang covers. P C. Each of the following types of remote equipment associated with the fire alarm system shall be provided each level, Each smoke detector may be Individually programmed to operate at any one of flve (5) Alarm system and connections to Fire Alarm panel, with a control relaycontact as shown on the drawings, but shall be icall as follows+ sensitivity settings, E. INTELLIGENT MANUAL PULL STATIONS - g Yp Y D. Perform an acceptance test in the presence of the Owner and/or his representative and the local fire 1. HVAC fan systems: Provide one (1) shutdown control relay contact for each HVAC fan system, 6. Each detector microprocessor shalt contain an environmental compensation algorithm which Identifies and 1. GENERAL prevention agencies, All tests, as required by the Architect/Design Professional or local fire prevention sets ambient Environmental Thresholds approximately six times an hour. The microprocessor shall agencies, shalt be performed by the Contractor, 2, HVAC supply fans Provide one (1) shutdown control relay contact for each HVAC supply fan over continually monitor the environmental impact of temperature, humidity, other contaminates as well as n, It shall be possible to address each Signature Series fire alarm pull station without the use of 15,000 CFM. detector aging, The process shall employ digital compensation to adapt the detector to both 24 hour DIP or rotary switches, Devices using DIP switches for addressing shall not be acceptable, The E. Tests shalt be repeated as required with no additional cost to the Owner, ion term and 4 hour short term environmental changes, The microprocessor shall monitor the manual stations shall have a minimum of 2 diagnostic LEDs mounted on their Integral, factory 3, HVAC return fans Provide one (1) shutdown control relay contact for each HVAC return fan over g g p F. Test all functions of the system In accordance with the Inspection, testing and maintenance requirements THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND Y assembled single or two stage Input module, A green LED shall flash to confirm communication with Y P 9 q 2,000 CFM. environmental compensation value and alert the system operator when the detector approaches 807 the loop controller, A red LED shall flash to display alarm status. The station shall is capable of the National Fire Alarm Code, Record each device and function tested, AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. and 100% of the allowable environmental compensation value. Differential sensing algorithms shall of storing up to 24 diagnostic codes which can be retrieved for troubleshooting assistance, maintain a constant differential between selected detector sensitivity and the learned base line G. Whenever shutdown of the fire Alarm system Is required to perform construction work, contractor shall ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 iN A 1.8 FIRE ALARM SYSTEM SEQUENCE OF ❑PERATION sensitivity, The base line sensitivity Information shall be updated and permanently stored at the Input clrcult wiring shall be supervised for open and ground faults, The fire alarm pull station arrange for such shutdown to be performed by the Owner's zone detector approximately once every hour, shall be suitable for operation in the following environment VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. contractor, A. The system shall identify any off normal condition and log each condition Into the system database as an - Temperature; 32oF to 120oF (OoC to 49oC) H. Tests shall include but not be limited to: STATE EDUCATION LAW. event, 7. The Intelligent analog detectors shall be suitable for mounting on any Signature Series detector mounting base, - Humidityi 0-937 RH, non-condensing 1. Set and record sensitivity of detectors In installed locations, 1. The system shall automatically display on the control panel Liquid Crystal Display the first event of Drawing Tale the highest priority b type, The priorities and types shall be alarm, supervisory, trouble, and C. INTELLIGENT DETECTORS 2. DOUBLE ACTION MANUAL PULL STATION, SIGA-278 2. Activate each detector and verify operation of all control panel functions, 9 P Y Y YP P YP f monitor, a, Provide Intelligent double action, single stage fire alarm stations SIGA-278. The fire alarm station 1, Fixed Temperature/Rate of Rise Heat Detector, GE-SIGA-HRS. 3. Test and verify all automatic functions (i.e,, fan shutdown). I RE ALARM 2. The system shall have a Queue operation, and shall not require event acknowledgment by the system shall be of lexan construction with an Internal toggle switch, Provide a key locked test feature, operator, The system shall have a labeled color coded Indicator for each type of events alarm - red, a. Provide Intelligent combination fixed temperature/rate-of-rise heat detectors GE-SIGA-HRS. The Finish the station In red with white lettering, The manual station shall be suitable for mounting on 4. Verify all control panel functions, Including alarm and trouble conditions, supervisory - yellow, trouble - yellow, monitor - green, When an unseen event exists for a given heat detector shall have a low mass thermistor heat sensor and operate at a fixed temperature North American 2 (64mm) deep I-gang boxes and 1 (38mm) deep 4 square boxes with 1-gang SIFECINCATION5 type, the Indicator• shall flash. When all events of a given type have been displayed, the Indicator and at a temperature rate-of-rise, It shall continually monitor the temperature of the air in its covers, I. Final "As-Bullt" schematics shall be provided by the Contractor upon satisfactory completion of all testing shall change from flashing to steady, surroundings to minimize thermal lag to the time required to process an alarm, The Integral and acceptance of same, 3, PROTECTIVE COVERS, MINI STOPPER II - STI 6540 3. For each event, the display shalt include the current time, the total number of events, the type of microprocessor shall determine if an alarm condition exists and initiate an alarm based on the J. Contractor shall Instruct the Owner's representatives in complete operation, adjustment, and maintenance SCTM# 1000-I OG-G-3 APP No: analysis of the data, Systems using central Intelligence for alarm decisions shall not be a. Provide protective covers without horn - with horn housing SHELL at all manual putt stations In of the system, Prior to acceptance b the Owner, the Contractor shall provide four (4) copies of event, the time the event occurred and up to a 40 character custom user description, acceptable, The Intelligent heat detector shall have a nominal fixed temperature alarm point I' g p y p Y p P 9 P P public spaces, operating and maintenance manuals for the system Installed, SCDHS No.: JM2 #: 2022 0642 4. The user shall be able to review each event by simply selecting scrolling keys (up-down) for each rating of 135oF (57oC) and a rate-of-rise alarm point of 15oF (9oC) per minute unless otherwise event type, shown on design drawings, The heat detector shall be rated for ceiling Installation at a minimum of F. NOTIFICATION APPLIANCES K. Upon completion of all work, contractor shall prepare a new fire zone map for each floor affected by 5. New alarm, supervisory, or trouble everts shall sound a silenceable audible signal at the control panel, 70 ft (21.3m) centers and be suitable for wall mount applications, 1. General renovation in accordance with owner's Standards and shall mount within a frame adjacent to FACR Planning #: DATE: 5/3/2022 - B. Operation of an alarm Initiating device shall automaticall ; b. Photoelectric Smoke Detector, GE-SIGA-PS 3.5 GUARANTEE P Y 9 Y a. Alt appliances shall be UL Listed for Fire Protective Service, SEAL t SIGNATURE: DESIGNED BY: JI1 1, Update the control/display as described above 01) 2. Provide Intelligent photoelectric smoke detectors GE-SIGA-PS, The analog photoelectric detector shall A. A statement of acceptance and approval shall be provided to the office of the Architect/Design utilize a light scattering type photoelectric smoke sensor to sense changes in air samples from its b. All strobe appliances or combination appliances with strobes shall be capable of providing the Professional, CHECKED BY: AK5 2. Sound all alarm signals throughout the building at the evacuation rate. surroundings, The integral microprocessor shall dynamically examine values from the sensor and initiate Equivalent Facilitation which is allowed under the Americans with Disabilities Act Accessibilities an alarm based on the analysis of data. Systems using central Intelligence for alarm decisions shall Guidelines (ADA(AG)), and shall be UL 1971, and ULC S526 Listed, B. The Contractor shall guarantee all wiring and equipment to be free from inherent mechanical and electrical Or- NEyt, 3. Turn on all strobe lights throughout the building, not be acceptable, The detector shall continually monitor any changes in sensitivity due to the defects for a period of one (1) year from the date of acceptance. ' ,� R.SQ SCALE: A5 indicated environmental affects of dirt, smoke, temperature, aging and humidity. The Information shall be stored c, All appliances shalt be of the same manufacturer as the Fire Alarm Control Panel specified to �¢ 1 C., � 4, Turn on a red alarm LED at the fire alarm control panel, p g g Y Insure absolute compatibility between the appliances and the control panels, and to Insure that C. The manufacturer's representative shalt guarantee all equipment to be free from Inherent mechanical and In the Integral processor and transferred to the analog loop controller for retrieval using a laptop ,�,p * DWG No: 5, Operate the alarm relay contacts to initiate the transmission of an alarm to a central station agency PC. The photo detector shalt be rated for ceiling installation at a minimum of 30 ft (9.1m) centers and the application of the appliances are done In accordance with the single manufacturer's electrical defects for a period of one (1) year from date of acceptance, * IT r .� ti via leased telephone lines, be suitable for wall mount applications, The photoelectric smoke detector shall be suitable for direct instructions, r , " D, The Contractor shall arrange to have the manufacturer's representative make available to the Owner a LL, . 6. Operate control relay contacts to shutdown all HVAC units, Insertion Into air ducts up to 3 ft (0.91m) high and 3 ft (0.91m) wide with air velocities up to 5,000 d. An appliances which do not meet the above requirements, and are submitted for use must show local service department which shall stock standard arts on the remises. Warrant service is to be (' "Z P Y Y PP q P P P Y � tY . ft/min, (0-25.39 m/sec) without requiring specific duct detector housings or supply tubes, written proof of their compatibility for the purposes Intended. Such proof shall be In the form provided during normal working hours, at no cost to the Owner, for a period of twelve (12) months from %P, 7, Operate control relay contacts to release all magnetically held smoke doors throughout the building if any, a, obscurntion per foot alarm set point shall be field selectable to any of five of documentation from ni are 100% compatible with each other for the l manufacturers which clearly states that their equipment (as submitted)purposes intended, the dote of acceptance of the Installation, A �5345 �, tp FA= 7011 The percent smoke sensitivity settings ranging from 1.0% to 3,5%, The photo detector shall be suitable for operation END OF SECTION 16610 �OfiE55S.a 8. Visually annunclate the zone of alarm on the remote annunciator panel. The visual Indication shall in the following environment - - —� F II I "It is a violation of the State Education Law for any person, Architect ot Record: unless he or she is acting under the direction of a licensed KEY TO SYMBOLS ABBREVIATIONS professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such Item Is altered, the altering engineer shall affix to the Item 2 5-----� EXISTING SPRINKLER PIPING TO REMAIN X-D PRESSURE REDUCING VALVE ACV ALARM CHECK VALVE GAL GALLON his or her seal and the notation "altered by" followed by his rJ M AFF ABOVE FINISHED FLOOR GPM GALLONS PER MINUTE or her signature and the date of such alteration, and a �- --� EXISTING SPRINKLER PIPING TO BE REMOVED GLOBE VALVE specific description of the alteration." ALM ALARM GEN GENERATOR This plan is approved only for the work indicated on the ra mecture P.C. application specification sheet. all other matters are not to be NEW SPRINKLER PIPING ♦ PIV, POST INDICATOR VALVE AFA AUTOMATIC FIRE ALARM HC HOSE CABINET relied upon, or to be considered as either being approved or PIPE TURNING UP ASKLR AUTOMATIC SPRINKLERS HCONN HOSE CONNECTION in accordance with applicable codes. JM2 ARCHITECTURE, PC PIPE TURNING DOWN b FIRE HOSE RACK 2410 NORTH OCEAN AVENUE ATS AUTOMATIC TRANSFER SWITCH HYD HYDRANT SUITE 300 - � BOTTOM PIPE TAP -0 HYDRANT, ONE HOSE OUTLET AUTO AUTOMATIC IN INCH, INCHES FARMINGVILLE, NY, 11738 AVE AVENUE JP JOCKEY PUMP TOP PIPE TAP � PUBLIC HYDRANT, TWO HOSE OUTLETS T � G31 .320.3305 F� G31 .320.3307 CAPPED PIPE BM BEAM NC NORMALLY CLOSED SPRINKLER NOTES -i PIPE BREAK ��� POST INDICATOR AND VALVE BOP BOTTOM OF PIPE NO NORMALLY OPEN 1. THE SPRINKLER SYSTEM SHALL BE HYDRAULICALLY CALCULATED AND SHALL CONFORM TO NFPA 13. Applicant: BLDG BUILDING NIC NOT IN CONTRACT 2. THE INSTALLATION, COMPONENTS, SIZING, SPACING, LOCATION, POSITION AND TYPE OF SYSTEM SHALL CONFORM TO NFPA 13. Anthony Martignetti • NEW CONCEALED KEY-OPERATED VALVE 8 East 92nd St, Apt 3 PENDENT SPRINKLER HEAD 5-- CI CAST IRON # NUMBER 3. ALL EQUIPMENT SHALL BE LISTED OR APPROVED FOR FIRE PROTECTION SERVICE. p O NEW SEMI-CONCEALED VALVE IN PIT (OS & Y SHOWN) CONC CONCRETE OS & Y OUTSIDE SCREW & YOKE VALVE 4. SPRINKLERS ARE TO BE PROTECTED AGAINST FREEZING AND INJURY. PROPERTY OWNER IS TO MAINTAIN A MINIMUM OF 40`F IN ALL New York, NY 10128 PENDENT SPRINKLER HEAD ` COD CONTINUED ON DRAWING PIV POST INDICATOR VALVE AREAS OF WET PIPING. (917) 535 - 3777 O NEW UPRIGHT SPRINKLER HEAD NON-INDICATING VALVE DCDV DOUBLE CHECK DETECTOR VALVE PRESS PRESSURE 5. INSPECTION AND TEST OF SPRINKLER SYSTEM SHALL BE CONDUCTED AS SPECIFIED IN NFPA 13. Architect of Record : 6. THE OCCUPANCY OF THE AREAS ARE TO BE SPRINKLERED IN ACCORDANCE WITH NFPA AND AS SPECIFIED ON PLANS. r� DCV DOUBLE CHECK VALVE PSI UNIT OF PRESSURE 7. WATER SUPPLY TEST PIPES AND GAUGES SHALL BE PROVIDED AS SPECIFIED IN NFPA 13. JM2 Architecture, EXISTING SF RINKLER HEAD TO BE REMOVED �--+ FIRE PUMP WITH DRIVES PC DIA, � DIAMETER (POUNDS PER SQUARE INCH) g, PIPING SPECIFICATIONS, SYSTEM TEST PIPES, PROTECTION AGAINST CORROSION, DRAINAGE, FITTINGS, VALVES, HANGERS, GUARDS AND 2410 North Ocean Ave, Suite 300 CE EXISTING SPRINKLER HEAD TO REMAIN DELUGE VALVE DOM DOMESTIC RPM REVOLUTIONS PER MINUTE SHIELDS SHALL BE IN ACCORDANCE WITH NFPA 13. Farmingville, NY, I I738 0 R EXISTING SPRINKLER RELOCATED ALARM CHECK VALVE DH DOUBLE HYDRANT RPZ REDUCED PRESSURE ZONE 9. STOCK OF EXTRA SPRINKLER HEADS WILL BE FURNISHED AS PER NFPA 13 (REQUIRED FOR EACH TEMPERATURE RATING.) (G31) 320 - 3305 DN DO NEW SIDEWALL SPRINKLER HEAD D BACKFLOW PREVENTER 10. SPACING, LOCATION AND POSITION OF SPRINKLER HEADS WILL BE IN ACCORDANCE WITH NFPA 13. MEP Eng I neer: DRY PIPE VALVE DPV DRY PIPE VALVE RF ROOF 11 . 1 " TO 12" MINIMUM CLEARANCE OF SPRINKLER DEFLECTOR TO CEILING AS PER NFPA 13. Emtec Consulting Engineers DPC O DRY PENDENT HEAD EMD ELECTRIC MOTOR DRIVEN RM ROOM 12. DISTANCE OF SPRINKLERS FROM HEAT SOURCES SHALL BE IN ACCORDANCE WITH NFPA 13. 3555 Veterans Memorial Highway, Suite M DRY PIPE VALVE WITH QUICK OPENING DEVICE ELEV ELEVATOR SPKLR SPRINKLER 13. DRAINAGE TO CONFORM TO SECTION 4-6.3. Ronkonkoma, NY 11779 EXIST 0 DRY UPRIGHT HEAD ST EXISTING SPHD SPRINKLER HEAD 14. ALL VALVES SHALL BE IDENTIFIED AS REQUIRED BY NFPA 13. (63 I) 35G - 21 7G �► DRY SIDEWALL HEAD -� PRESSURE DETECTOR/ SWITCH EXI FLOOR CONTROL ASSEMBLY SPR SPRINKLER LINE 15. ALL VALVE CONNECTIONS TO WATER SUPPLIES AND IN THE SUPPLY TO SPRINKLERS SHALL BE APPROVED O.S.&Y OR APPROVED INDICATOR TYPE. Surveyor: �, o WATER MOTOR ALARM FT FEET ST STREET 16. DRAIN VALVES AND TEST VALVES SHALL BE APPROVED TYPE AS PER NFPA 13. Nathan Taft Corwin t OS & Y CONTROL VALVE FDPC FIRE DEPARTMENT PUMPER CONNECTION TK TANK 17. HANGERS SHALL BE OF A TYPE APPROVED FOR USE WITH THE PIPE OR TUBE INVOLVED IN ACCORDANCE WITH NFPA 13. 158G Main Road, b WATER FLOW SWITCH (FLOW ALARM) ELECTRIC ALARM BELL FP FIRE PUMP TS TAMPER SWITCH 18. PROVISIONS SHOULD BE MADE TO FACILITATE FLUSHING SYSTEM PIPING BY PROVIDING FLUSHING CONNECTION CONSISTING OF CAPPED Jamesport, NY 1 1947 ® FSP FIRE STAND PIPE WFS WATER FLOW SWITCH NIPPLE 4" LONG ON THE END OF THE CROSS MAIN AS PER NFPA 13. (G31) 727 - 2090 PIPE RISER OO AUTOMATICALLY ACTUATED WET EXTINGUISHING FLR FLOOR v VOLTS 19. SPRINKLER HEADS SHALL BE AN APPROVED TYPE AS PER NFPA 13. 0AUTOMATICALLY ACTUATED DRY EXTINGUISHING HYDRAULIC REFERENCE POINTS 20. TEMPERATURE RATINGS SHALL COMPLY WITH NFPA 13. Project Name21 . 18" MINIMUM CLEARANCE TO BELOW SPRINKLER DEFLECTOR AS PER NFPA 13. y SIAMESE FIRE DEPARTMENT CONNECTION TAMPER SWITCH 22. UNDERGROUND PIPING IS TO BE SUPPORTED WITH RODDING, BLOCKING AND CLAMPING AS PER NFPA 24 REQUIREMENTS. 5 775 W Mill Load 23. CURB BOX VALVE IS TO BE PROVIDED AS PER NFPA. FF-A-c_PT1 FIRE ALARM CONTROL PANEL F 24. INTERCONNECTION OF ALARM DEVICES TO BUILDING FIRE ALARM SYSTEM SHALL BE BY OTHERS. FIRE HOSE CABINET g FLOW SWITCH 25. ALL REQUIRED SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH NFPA. Project Address � 26. ALL PIPE TO BE AS FOLLOWS: 5 775 W Mill Rd, HR HOSE REEL ® TIE INTO EXISTING PIPING FIRE SPRINKLER GENERAL DESCRIPTION OF WORK MAINS 21/" & LARGER TO BE BLACK STEEL SCHEDULE 10. BRANCHES 2" & SMALLER TO BE BLACK STEEL SCHEDULE 40. Mattituck, NY 1 1952 O--I FDV FIRE DEPARTMENT VALVE SCOPE 27. ALL FITTINGS TO BE AS FOLLOWS: MAINS 2Y Pro& LARGER TO BE GROOVED TYPE FITTING. Project Type PRESSURE GAUGE INSTALL NEW BRANCH PIPING AND SPRINKLER HEADS FOR NEW TENANT SPACE. NO CHANGE IN BRANCHES 2" & SMALLER TO BE CL THREADED. USE, OCCUPANCY, OR EGRESS UNDER THIS APPLICATION. 1 28. CONTRACTOR'S MATERIAL AND TEST CERTIFICATED FOR ABOVE GROUND AND (WHERE APPLICABLE) UNDER GROUND PIPE" SHALL BE Renovation � CHECK VALVE SUBMITTED TO THE FIRE MARSHALL PRIOR TO APPROVAL OF THE INSTALLATION. CONTRACTOR SHALL COORDINATE WITH BUILDING SUPER ANY SYSTEM SHUT DOWN AND PROVIDE CERTIFIED FIRE WATCH FOR THE TIME THE SYSTEM SHALL BE SHUT DOWN. SYSTEM SHALL BE 29. FIRE PROTECTION EQUIPMENT, ROOMS CONTAINING CONTROLS FOR AIR-CONDITIONING SYSTEMS, SPRINKLER RISERS, AND SPRINKLER _F GATE VALVE SHUT DOWN FOR TIE IN ONLY AND RE-ENERGIZED BEFORE END OF WORK DAY. VALVES SHALL BE IDENTIFIED FOR USE OF THE FIRE DEPARTMENT WITH APPROVED SIGNS OF DURABLE MATERIAL PERMANENTLY INSTALLED Revisions AND READILY VISIBLE. 07-18-22 ISSUED FOR SCHEMATIC DESIGN *--- BUTTERFLY 'VALVE 30. CONTRACTOR SHALL PROVIDE HYDRAULIC CALCULATIONS AS PER THE FOLLOWING: 1 1 -04-22 ISSUED FOR PERMIT A. THE CONTRACTOR WILL SIZE THE SYSTEM BY PERFORMING FULL HYDRAULIC CALCULATIONS FOR THE SPRINKLER SYSTEM. THE BALL VALVE SYSTEM SHALL BE INSTALLED TO UTILIZE 90% OR LESS OF AVAILABLE PRESSURE AT DESIGN FLOW. THE SHOP DRAWINGS AND SPRINKLER HEAD SCHEDULE CALCULATIONS SHALL BE SUBMITTED TO THE ARCHITECT, OWNER'S INSURANCE AGENCY AND THE AUTHORITY HAVING JURISDICTION SYMBOL MAKE MODEL N0. DESCRIPTION LOCATION IDENTIFICATION K FACTOR TEMP FOR APPROVAL BEFORE DOING THE WORK. NUMBER ('F) B. DESIGN CRITERIA: • VIKING VK462 CONCEALED PENDENT GENERAL 13503A 5.6 155 OFFICE/COMMON AREAS - LIGHT HAZARD OCCUPANCY, DENSITY- 0.05 GPM/SQ.FT.AREA- MOST REMOTE 1500 SQ.FT. (WET) COVERAGE- 0 VIKING VK300 UPRIGHT GENERAL 12978 5.6 155 NOT TO EXCEED 225 SQ.FT. PER HEAD '�P R I N K LER DESIGN CRITERIA O VIKING VK194 DRY PENDANT WALK-IN BOX 5.6 155 MECHANICAL/UTILITY ROOMS - ORDINARY HAZARD OCCUPANCY - GROUP 1 , DENSITY- 0.15 GPM/SQ.FT.AREA- MOST REMOTE 1500 SQ.FT. P VIKING VK162 DRY SIDEWALL GENERAL 5.6 155 (WET) COVERAGE- NOT TO EXCEED 130 SQ.FT. PER HEAD 1. THE SPRINKLER SYSTEM IN THIS BUILDING SHALL BE IN ACCORDANCE WITH THE 2020 NYS C. ADD A WATER ALLOWANCE FOR INSIDE AND OUTSIDE HOSE STREAMS TO THE SPRINKLER REQUIREMENTS AT THE CONNECTION TO BUILDING CODE AND NFPA-13 2013. THE DISTRIBUTION MAIN IN ACCORDANCE WITH NFPA REQUIREMENTS. D. CONTRACTOR SHALL OBTAIN RECENT HYDRANT FLOW TEST INFORMATION AT THE HYDRANT NEAREST TO THE NEW SPRINKLER SERVICE 2. OCCUPANCY CRITERIA MAIN CONNECTION TO PROVIDE THE FOLLOWING: A. LIGHT HAZARD - OFFICE AREAS AND CORRIDORS, BATHROOMS CONSTRUCTION GENERAL NOTES STATIC PRESSURE:-PSI. RESIDUAL PRESSURE:-PSI. FLOW:-GPM. DATE:-HYDRANT NUMBER:- DENSITY 0.1 GPM/ SQ. FT. OVER MOST HYDRAULICALLY REMOTE 1500 SQ. FT. 1. THE SPRINKLER CONTRACTOR WILL BE HELD RESPONSIBLE TO HAVE VISITED AND EXAMINED THE PREMISES E. CONTRACTOR'S DESIGN SHALL MEET ALL OF THE REQUIREMENTS ABOVE AND SHALL CONFORM TO ALL OF THE HYDRAULIC DESIGN MAXIMUM COVERAGE PER SPRINKLER HEAD 225 SQ. FT. BEFORE SUBMITTING HIS PROPOSAL, IN ORDER TO UNDERSTAND THE EXISTING CONDITIONS RELATED TO HIS DATA OBTAINED FROM THE HYDRANT FLOW TEST. B. ORDINARY HAZARD GROUP 1 - MECHANICAL AND ELECTRICAL WORK. F. PIPE SIZES SHOWN ON THE DESIGN DRAWINGS ARE ESTIMATES AND ARE SUBJECT TO REASONABLE MODIFICATION PROVIDING THAT EQUIPMENT ROOMS. DENSITY 0.15 GPM PER SQ. FT OVER MOST HYDRAULICALLY REMOTE 2• ALL MATERIALS AND APPARATUS SHALL BE INSTALLED IN ACCORDANCE WITH ALL THE RULES AND REGULATION HYDRAULIC CALCULATIONS ARE ACCEPTABLE AND MEET THE REQUIREMENTS OF NFPA. 1500 SO. Fr. MAXIMUM COVERAGE PER SPRINKLER HEAD 130 SQ. FT. OF THE NEW YORK BUILDING CODES AND ALL OTHER AUTHORITIES HAVING JURISDICTION AND NFPA. 3. PROCUREMENT OF ALL PERMITS AND CERTIFICATES FOR THE INSTALLATION OF THESE SYSTEMS SHALL BE PERFORMED IN ACCORDANCE WITH ALL THE RULES AND REGULATIONS OF THE NEW YORK STATE BUILDING THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND 3. HYDRAULICALLY CALCULATED SYSTEMS SHALL MEET THE FOLLOWING CRITERIA: CODES AND ALL OTHER AUTHORITIES HAVING JURISDICTION. AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. 4. THE SPRINKLER CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES AND ALL EXISTING ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A A. EXACT LOCATION OF SPRINKLER HEADS IN FINISHED AREAS WITH SUSPENDED CEILINGS CONDITIONS, AND PROVIDE OFFSETS IN PIPING SYSTEMS TO AVOID STRUCTURAL, ARCHITECTURAL, MECHANICAL SHALL 13E AS INDICATED ON ARCHITECTURAL REFLECTED CEILING PLANS WITH HEADS IN AND ELECTRICAL INTERFERENCES, WHETHER INDICATED OR NOT. VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. CENTER OF TILES. 5. PROVIDE COMPLETE SPRINKLER COVERAGE IN ALL AREAS, REFER TO AND COORDINATE WITH THE LATEST STATE EDUCATION LAW. ARCHITECTURAL REFLECTED CEILING PLANS AND DETAILS. SPRINKLER HEADS SHALL BE CENTERED IN TILE OR B. EQUIVALENT FITTING LENGTHS USED IN HYDRAULIC CALCULATIONS SHALL BE IN ALIGNED WITH LIGHTS, DIFFUSERS, ETC. ANY SPRINKLER HEAD, MODIFICATIONS REQUIRED TO MEET THE DESIGN NOTES: Drawing Title ACCORDANCE WITH NFPA STANDARD NO. 13, 2013 AS REFERENCED BY THE NYS CRITERIA MUST BE PROVIDED AND APPROVED BY THE ARCHITECT. BUILDING LOCATION BUILDING CODE. 6. PROVIDE SPRINKLER HEAD COMPLETE WITH PIPING, FITTINGS, HANGERS WITH ATTACHMENT TO EXISTING 1) THIS PORTION OF THE PROJECT SHALL BE CONSTRUCTED WITH SWAY F IRE SPRINKLER WHEREVER FITTINGS ARE USED IN CONJUNCTION WITH SCHEDULE 40 PIPE, EQUIVALENT BUILDING STRUCTURE. FITTING LENGTHS INDICATED IN NFPA 13 SHALL BE INCREASED BY 30% 7. EXISTING PIPING DAMAGES AS A RESULT OF PERFORMING THE WORK OF THIS CONTRACT SHALL BE REPAIRED BRACING AS PER NFPA 13. C. DISCHARGE FROM EACH SPRINKLER HEAD SHALL NOT BE LESS THAN REQUIRED FOR OR REPLACED AS REQUIRED WITH MATERIAL AND FINISH TO MATCH EXISTING. ',: ' k :g'. 2) ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 13. GENENmLNOTESI AREA COVERED BY THE HEAD. AREA COVERAGE PER HEAD SHALL BE DETERMINED IN 8. ALL AREAS WITHOUT HUNG CEILINGS, ELECTRICAL ROOMS, MECHANICAL ROOMS, STORAGE AREAS ETC., PROVIDE .. ACCORDANCE WITH NFPA STANDARD NO. 13, AS REFERENCED BY NYS WITH EXPOSED UPRIGHT OR PENDANT SPRINKLER HEADS WITH SPRINKLER GUARDS IN AREAS SUBJECT TO ', BUILDING CODE. ACCIDENTAL DAMAGE. R�,� -' ` '. SCTM# 1000-I OG-G-3 APP No: j D. HYDRAULIC CALCULATIONS SHALL BE BROUGHT BACK TO CONNECTION TO WATER 9. CONTRACTOR IS RESPONSIBLE FOR PROVIDING COMPLETE COVERAGE IN ACCORDANCE WITH THE REQUIREMENTS SUPPLY. OF THE NEW YORK STATE BUILDING CODE AND NFPA STANDARDS, LOCAL FIRE DEPARTMENT AND THE DESIGN SCDHS No.: JM2 #: 2022 0642 CRITERIA. J DRAWING NO. TITLE 4W� _. Yr'NPM "K.i't`.{F i'✓;..;M�3x, s✓'.,� i'.. :�"., 4. FLOW TEST DATA 10. LOCATION AND TYPE OF SPRINKLER HEADS IN THE AREAS WITHOUT HUNG CEILINGS SHALL BE FULLY =.2 Planning #: _ DATE: 513/2022 COORDINATED WITH THE EXPOSED STRUCTURAL (BEAMS, COLUMNS, ETC.) ALL OF THE ABOVE ELEMENTS WHICH - SP-001.00 FIRE SPRINKLER GENERAL NOTES A. CONTRACTOR SHALL OBTAIN FLOW DATA INDICATING RESIDUAL PRESSURES ASSOCIATED WITH IMPACT THE SPRINKLER SYSTEM MUST BE INDICATED ON THE SHOP DRAWINGS FOR REVIEW AND APPROVAL. ! �rr>.,, SEAL SIGNATURE: DESIGNED BY: RB BUILDING SYSTEM AND SUBMIT DATA WITH HYDRAULIC CALCULATIONS 3 ': "'" «, SP-101.00 FIRE SPRINKLER FIRST FLOOR PLAN 11. BEFORE COMMENCEMENT OF ANY WORK, COMPLETE AND DETAILS WORKING PLANS SHALL HAVE BEEN " B. THESE HYDRAULIC CALCULATIONS ALONG WITH PUMP OR WATER FLOW TEST ARE TO BE SUBMITTED AND APPROVED BY THE BUILDING MANAGEMENT. SP-102.00 FIRE SPRINKLER SECOND FLOOR AND ATTIC PLANS CHECKED BY: AP5 SUBMITTED FOR APPROVAL TO THE ENGINEER AND TO THE INSURANCE UNDERWRITER 12. PROVIDE SPRINKLER HEADS ABOVE AND BELOW ALL DUCTS OR CLUSTERS OF DUCTS, PIPES OR CONDUITS 4f �iy r 4` P,3 O SCALE: As indicated HYDRAULIC CALCULATIONS SHALL BE BROUGHT BACK TO THE LOCATION OF THE PUMP OVER 48" WIDE. ;; SP-501.00 FIRE SPRINKLER DETAILS �QO ,per ,. OR WATER FLOW TEST. 13. PLACE ALL PENDANT TYPE SPRINKLER HEADS IN CENTER OF TILE OR CENTERED WITH LIGHTS, DIFFUSERS OR = -` ` '' SP-601.00 FIRE SPRINKLER SCHEDULES fiN C. CONSTRUCTION MAY ONLY BEGIN WHEN APPROVALS ARE GRANTED. * DWG No: SIMILAR ELEMENTS OF CEILING. D. RESULT OF HYDRAULIC CALCULATIONS SHALL INDICATE MINIMUM 10% PRESSURE 14. ALL FLOOR PENETRATIONS, CORE DRILLING, ETC. SHALL BE APPROVED BY LANDLORD. Gil SP-701.00 FIRE SPRINKLER SPECIFICATIONS +s SAFETY MARGIN, I.E., EXCESS OF PRESSURE AVAILABLE OVER PRESSURE REQUIRED. 15. BASE BUILDING ARCHITECT AND STRUCTURAL ENGINEERS SHALL REVIEW METHOD OF SUPPORTING SPRINKLER LOCATION MAP E. WATER SUPPLY INFORMATION SHALL BE LISTED ON CALCULATIONS AND CURRENT PIPING. s t�, "'� ,2v AVAILABLE PRESSURE AT FLOOR. SEE RISER DIAGRAM. SCALE: N.T.S. �00Z A�'QFESSI�Np� � "77 I' I "It is a violation of the State Education Law for any person, rC Itect 0 eCor : unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such Item Is altered, the altering engineer shall affix to the Item his or her seal and the notation "altered by" followed by his im j or her signature and the date of such alteration, and a specific description of the alteration." �'IC �� e � � U � e �?C. This plan Is approved only for the work indicated on the application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC in accordance with applicable codes. 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 1 1738 T 631 .320.3305 F 631 .320.3307 ----- __,- —, � Applicant: F=9 C Anthony Martlgnetti 8 East 92nd St, Apt 3 T (CC [-1] 11 New York, NY 10128 (917) 535 - 3777 Architect of Record : DINING JM2 Architecture, PC 4" 2410 North Ocean Ave, Suite 300 Farmingville, NY, 1 1738 PROVIDE DRY SIDEWALL ° OPEN [- I C (631) 320 - 3305 HEAD (TYP. FOR 3) = __ °off% KIT�i1EP - o ,f (SEE A-5) ° MEP Engineer: ,� ° ° Emtec Con5ulting Engineers DPC 3555 Veterans Memorial Highway, Suite M 5TATI N A ° — Ronkonkoma, NY 1 1779 Dr. (631) 35G - 2176 - - - _ -- Ur Te)/Or' 1586 Main Road, 4,, All Jame5port, NY 11947 (631) 727 - 2090 Project Name 5775 W Mill Road DOCK so _ El _ v� - Project Address - - 5775 W Mill Rd, ROOFED OVER PATIO ---'--- - ` - --- I Mattituck, NY 11952 Project Type FOYr y BAR AREA Re n o va t i o n RCVI51on5 5AK(I O HA15) 07- 16-22 ISSUED FOR SCHEMATIC DESIGN UP �� 1 1-04-22 ISSUED FOR PERMIT LIFT - -- 410 o ENTRY ---- 1105T 7=71as. - --- — -� DN DN RAMP DN RA,MP LLL11 SPRINKLER VALVE FDC ASSEMBLY BY P.C. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND FIRST FLOOR PLAN AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. 4" SPRINKLER MAIN ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A SCALE: 1/4" = 1 '-0" SERVICE FIRE ALARM VIOLATION OF SECTION 7209 SUD-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title F IRE 5PRINKLER fIRSITfLOORPLAN SCTM# 1000- 106-6-3 APP No: HYDRAULIC DESIGN CRITERIA INFORMATION SHEET NOTES SCDHS No.: JM2 #: 2022-OG42 Planning #: _ DATE: 5/3/2022 1. DESIGN DENSITY — .15 GPM/SF 1. ALL SPRINKLER PIPING SHALL BE 1" U.O.N. SEAL SIGNATURE: DESIGNED BY: R5 2. AREA OF APPLICATION = 1500 SQ. FT. 2. REFER TO SP0.0 SERIES FOR FIRE SPRINKLER SYMBOLS, 3. COVERAGE PER SPRINKLER = 225 SQ. FT. ABBREVIATIONS AND GENERAL NOTES. CHECKED BY. APS 4. NUMBER OF SPRINKLERS CALCULATED = ov NEW 5. "K" FACTOR = 5.6 '�ti r4 6. OCCUPANCY CLASSIFICATION = ORDINARY HAZARD 3. REFER TO SP5.0 SERIES FOR FIRE SPRINKLER DETAILS. y,��' �,��N '-Sqc� +P. SCALE: As indicated 7. TEMPERATURE = 135'17 ado * DWG No: 8. HYDRANT FLOW - NOT AVAILABLE 4. REFER TO SP6.0 SERIES FOR FIRE SPRINKLER RISER DIAGRAMS. �' 5. PROVIDE AUXILIARY DRAIN AT ALL LOW POINTS. H '� 6. PROVIDE FIRESTOPPING AT ALL PENETRATIONS OF RATED PARTITIONS. ��A 10074% REFER TO ARCHITECTURAL DRAWINGS FOR RATED PARTITIONS. RQ�`ESStaN*~ PM 0 IVP I mill I i I "It is a violation of the State Education Law for any person, rC Itect o cord: unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such nfil M item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his or her signature and the date of such alteration, and a specific description of the alteration." 4r � � Q50 This plan is approved only for the work indicated on thet ` c t U r Q` P.c. application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or 'M2 ARCHITECTURE PC in accordance with applicable codes. 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 1 1738 T I G31 .320.3305 FI G31 .320.3307 o - - 4 - - L-------- Applicant: - ,' Anthony Martilnetti D� j a2 NY 0 SI28 tApt 3 New York, (917) 535 3777 ---------- Architect of Record : JM2 Architecture, PC 4" ® ' 2410 North Ocean Ave, Suite 300 Farmmgville NY 1 1738 (G31) 320 - 3305 l io MEP Engineer: Emtec Con5ultin j Engneer5 DPC 3555 Veterans Memorial 1­11g1`)way Suite M REF DN Ronkonkoma, NY 1 1779 FR036500 (G31) 35G - 217G 5 u rveyo r: (1 P cL. 0 <, Nathan Taft Corwin I 158G Main Road, JameSport, NY 11947 �. b 4" UP G3 I 2 - 2 Bathroom � ��`� s ( ) 7 7 090 MALL -------- �', t14".M � 4" n — Project Name Mechamca� " OF RISER - 4 5775 W Mill Road VH Project Address 5775 W Mill Rd, Mattituck, NY 1 1952 0 0 O Project Type { CL. Renovation 5HELVE5 DN f Revi5ion5 i 07-18-22 ISSUED FOR SCHEMATIC DESIGN 1 1-04-22 ISSUED FOR PERMIT s.<SS ai i.b/w 4" 4" DN 4'1 0 0 AIL SECOND FLOOR PLAN ATTIC FLOOR PLAN SCALE: 1/4" = 1 '-0" SCALE: 1/4" = 1 '-0" THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title F IRE 5PRINKLER 2ND I'LK � ATTIC PLANS SCTM# 1000-1 OG-G-3 APP No: HYDRAULIC DESIGN CRITERIA INFORMATION SHEET NOTES SCDHS No.: JM2 #: 2022-0642 SF Planning #: _ DATE: 5/312022 1. DESIGN DENSITY = .15 GPM/ 1. ALL SPRINKLER PIPING SHALL BE 1" U.O.N.2. AREA OF APPLICATION = 1500 SQ. FT. 2. REFER TO SP0.0 SERIES FOR FIRE SPRINKLER SYMBOLS, SEAL t SIGNATURE: DESIGNED BY: RB 3. COVERAGE PER SPRINKLER = 225 SQ. FT. ABBREVIATIONS AND GENERAL NOTES. CHECKED BY: AFS 4. NUMBER OF SPRINKLERS CALCULATED = of NE�y 5. "K" FACTOR = 5.6 �� ro 6. OCCUPANCY CLASSIFICATION = ORDINARY HAZARD 3. REFER TO SP5.0 SERIES FOR FIRE SPRINKLER DETAILS. y�P ��P.Sqc� �,SCALE: As indicated 7. TEMPERATURE = 1357 4. REFER TO SP6.0 SERIES FOR FIRE SPRINKLER RISER DIAGRAMS. .� � * 'G No: 8. HYDRANT FLOW = NOT AVAILABLE 5. PROVIDE AUXILIARY DRAIN AT ALL LOW POINTS. 6. PROVIDE FIRESTOPPING AT ALL PENETRATIONS OF RATED PARTITIONS. �QA 10074 2 REFER TO ARCHITECTURAL DRAWINGS FOR RATED PARTITIONS. oFEssio�' �I I Iln I'I I II -- - - - ---- -- - - - - --- - - - -- - ------------- - ---- — -- -- -C--- - - --- 1 I . "It is a violation of the State Education Law for any person, rc�1ltect 0 eCOr unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such Item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his JM2 or her signature and the date of such alteration, and a - 1 specific description of the alteration." 1 ,�+ This plan is approved only for the work indicated on the r� e 'l.. U e �?C. application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or d applicable JM2 ARCHITECTURE, PC pp codes.HANGER ROD BOLTED in accordance with a TO STRUCTURE ABOVE 24 10 NORTH OCEAN AVENUE (FURNISHED AND SUITE 300 INSTALLED BY CONTRACTOR) FARMINGVILLE, NY, 1 1738 T G31 .320.3305 Fj G31 .320.3307 VIBRATION ISOLATOR Applicant: WHERE SPECIFIED Anthony Martignetti 8 East 92nd St, Apt 3 TEST VALVE HANGER ROD ADJUSTABLE STEEL AUXILIARY DRAIN New York, NY 10 128 EXISTING UPRIGHT HEAD (SIZE AS PER SPECIFICATION) PIPE ROLL HYDRAULIC SYSTEM KEEP CLOSED THIS BUILDING IS PROTECTED (917) 535 - 3777 BY A HYDRAUIJCALL DESIGNED AUTOMATIC Architect of Record : TO BE REMOVED WHERE SPRINKLER SYSTEM INDICATED OR APPLICABLE SIGN-2 SIGN-3 JM2 Architecture, PC LOCATION 2410 North Ocean Ave, Suite 300 1" CLOSE NIPPLE PIPE SADDLE OR RIGID _ N0. OF SPRINKLERS 0 Farmingvllle, NY, 11738 BASIS OF DESIGN (G3 I) 320 - 3305 INSULATION SECTION 1 DENSITYGPM sv.Fr. MEP Engineer 2 DESIGNED AREA OF DISCHARGE s4. FT. THIS VALVE CONTROLS SPRINKLER Emtec Consulting Engineers DPC 1" DROP NIPPLE BRANCH LINE O SYSTEM DEMAND AUTOMATIC SPRINKLER PIPING 1 GPM DISCHARGE cPM FIRE ALARM 3555 Veterans Memorial Highway, Suite M SYSTEM IN f Ronkonkoma, NY 1 1773 2 RESIDUAL PRESSURE AT PSI WHEN BELL RINGS CONCEALED SPRINKLER HEAD THE BASE OF THE RISER (G31) 35G - 217G SOLE PLATE AND MUST ALWAYS BE KEPT CALL 5 U rVe O r: INSULATED PIPING ONLY FIRE DEPT AND POLICE Nathan Taft Corwin SUSPENDED CEILING ( ) SIGN-1 OPEN 158G Main Road, CEILING PLATE Jame5port, NY 1 1947 SIGN-4 SIGN-5 (G31) 727 - 2090 RETURN BEND (CONVERTED) Protect Name SUSPENDED PIPING SUPPORT TYPICAL SIGNS [DETAIL 5775 W Mill Road NO SCALE NOT TO SCALE SCALE: NONE Project Address 5775 W Mill Rd, Mattituck, NY 1 1952 Project Type Renovation FLOOR SLAB KCV151on5 07- 18-22 ISSUED FOR SCHEMATIC DESIGN 1 1 -04-22 ISSUED FOR PERMIT SOLID BEA 22"MAX. M FLOOR SLAB i L SPRINKLER HEAD DEFLECTOR SHALL BE LOCATED 1" MIN. & 6" MAX. BELOW OBSTRUCTION AND 22" MAX. 1"MIN. BELOW SLAB PIPE SLEEVE C - C FUTURE UPRIGHT SPRINKLER HEAD UPRIGHT SPRINKLER HEAD �J REDUCER BRANCH SPRINKLER ESCUTCHEON PLATE ON ONE PIPING OR BOTH SIDES WHERE PIPING IS EXPOSED, SPRINKLER SYSTEM BRANCH PIPING UPRIGHT SPRINKLER DETAIL 1.. NO SCALE THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND HVAC DUCT FIRE RESISTANT PIPE AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. 48" OR WIDER SILICONE FOAM SEALER ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A FINISHED WALL VIOLATION OF SECTION 72051 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW, Drawing Title F IRE 5PRI N KLER TES, DETAI L5 1. FOR INTERI❑R WALLS I �T T FUTURE PENDANT SPRINKLER HEAD SCTM# 1000-1 OG-G-3 APP No: SCDHS No.: JM2 #: 2022-OE42 Planning #: _ DATE: 5/3/2022 HEEL TEE W/PLUG SEAL � SIGNATURE: DESIGNED BY: RB I DUCT INTERFERENCE DETAIL NON—RATED PIPE SLEEVE THROUGH INTERIOR WALL DETAIL TYPICAL LOW—POINT DRAIN NO SCALE NOT TO SCALE NO SCALE of NEW CHECKED BY: AP5 y,�P �,- P.8,4 .ip� SCALE: As Indicated DWG No: mow; .s III, v Fdp 1007 1A S P �► REFER TO ARCHITECTURAL PLANS FOR 1 HR & 2 HR RATED WALLS AND SS1oNP FLOOR ASSEMBLIES AND ASSOCIATED ARCHITECTURAL DETAIL SHEETS bo 1 11 W.1 1 1"I 1 r 1 1 ➢'11 ' hilt,' H i "It is a violation of the State Education Law for any person, Architect ot Kecord: unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such Item Is altered, the altering engineer shall affix to the Item his or her seal and the notation "altered by" followed by his JM2 or her signature and the date of such alteration, and a specific description of the alteration." (�''' �+ This plan is approved only for the work indicated on the U a itecture P.C. application specification sheet, all other matters are not to be l I relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC in accordance with applicable codes. 2410 NORTH OCEAN AVENUE SUITE 300 I FARMINGVILLE, NY, 1 1738 T 631 .320.3305 FI 631 .320.3307 Applicant: Anthony Martignetti 8 East 92nd St, Apt 3 New York, NY 10128 (917) 535 - 3777 ROOF Architect of Record : JM2 Architecture, PC 2410 North Ocean Ave, Suite 300 -� TO ATTIC SPRINKLERS Farmingville, NY, 1 1738 (631) 320 - 3305 MEP Engl neer: Emtec Consulting Engineers DPC 3555 Veterans Memorial Highway, Suite M Ronkonkoma, NY 1 1779 ATTIC (63 I) 356 - 2 176 5 u rveyo r: Nathan Taft Corwin TO 2ND FLOOR SPRINKLERS 158G Main Road, Jame5port, NY 1 1947 (631) 727 - 2090 Project Name 4" 5775 W Mill Road SECOND FLOOR Project Address FCA FCA —i TO 1ST FLOOR SPRINKLERS 5 775 W Mill Rd, Mattituck, NY 1 1952 4" EXTERIOR WALL fProject Type SYSTEM RISER 2�� WIRING C Renovation CONTROL VALVE, LOCKED OPEN TS A FIRE ALARM BELL, 24V DC ■ ■ vi i ns ■ 07-15-22 ISSUED FOR SCHEMATIC DE51GN DCVA 1 1-04-22 ISSUED FOR PERMIT ■ ABD ■ ■ ■ FIRE DEPT. CONNECTION BY SPRINKLER CONTRACTOR DRAIN i VALVE FIRST FLOOR REFER TO CIVIL SPILL DRAIN TO DRAWINGS FOR GRADE W/SPLASH CONTINUATION 4" BY PLUMBING CONTRACTOR. BLOCK �...........................� i THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title SPRINKLER SYSTEM RISER DIAGRAM f I RE 5FRINKLER SCALE: NONE R1ER AG 5 RAM SCTM# 1000-106-6-3 APP No: 5CDH5 No.: JM2 #: 2022-0642 Planning #: _ DATE: 5/3/2022 SEAL t SIGNATURE: DESIGNED BY: RD oP NEW BY: AP5 r P.8.4 �.(i� SCALE: As indicated DWG No: our t=� Ada I OT AN SH = 601 �► R�fr!�ssto�A _ i°'ll III �i� 1'I i i 111 ',Ili� Ii � � I "it is a violation of the State Education Law for any person, Architect of ecord: unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item SPRINKLER SPECIFICATIONS his or her seal and the notation "altered by" followed by his i M1 P= or her signature and the date of such alteration, and a 1. GENERAL CONDITIONS 10. SHUT—DOWNS 15. TESTS specific description of the alteration." E ArcvItec 'L This plan is approved only for the work indicated on the u e P.c. application specification sheet. all other matters are not to be A. WHEN INSTALLATION OF NEW WORK REQUIRES THE SHUT—DOWN OF AN A. THE SPRINKLER SYSTEM SHALL BE HYDROSTATICALLY TESTED UNDER A A. THE "GENERAL CONDITIONS" OF THE CONTRACT FOR CONSTRUCTION OF THE relied upon, or to be considered as either being approved or AMERICAN INSTITUTE OF ARCHITECTS CURRENT EDITION SHALL FORM A PART OPERATING SYSTEM, THE CONNECTION OF THE NEW WORK SHALL BE PERFORMED PRESSURE OF 200 PSI FOR TWO HOURS AND ANY DEFECTS OR LEAKS SHALL in accordance with applicable codes. JM2 ARCHITECTURE, PC OF THIS SPECIFICATION EXCEPT AS OTHERWISE HEREIN PROVIDED. ONLY AFTER GIVING AT LEAST 72 HOURS (3 WORKING DAYS) NOTICE AND BE REMEDIED. CAULKING OF THREADS SHALL NOT BE PERMITTED. 2410 NORTH OCEAN AVENUE OBTAINING THE WRITTEN AUTHORIZATION OF THE OWNER. DURING CONNECTION OF SUITE 300 B. INCLUDE ALL LABOR, MATERIALS AND APPLIANCES REQUIRED FOR THE NEW WORK THE SYSTEM MUST BE TURNED ON AND OFF AT THE BEGINNING AND B. APPROVAL OF AUTHORITIES HAVING JURISDICTION SHALL BE OBTAINED IN FARMINGVILLE, NY, 11738 ENDING OF EACH WORK DAY. FURNISHING, INSTALLING AND TESTING, COMPLETE AND READY FOR WRITING BEFORE FINAL ACCEPTANCE OF THIS WORK. OPERATION IN A MANNER SATISFACTORY TO THE ARCHITECT, INCLUDING ALL T I G31 .320.3305 F I G31 .320.3307 WORK SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 11. WORK IN EXISTING BUILDING 16. GUARANTEE Applicant: C. THE INSTALLATION SHALL BE ACCOMPLISHED BY AN AUTHORIZED (FIRE A. PERFORM THE WORK IN THE EXISTING BUILDING WHEN AND AS DIRECTED, A. NEITHER THE FINAL CERTIFICATE OF PAYMENT NOR ANY PROVISION IN THE Anthony Martignetti STANDPIPE) AND (SPRINKLER) CONTRACTOR RECOGNIZED AS A FULLY AND GENERALLY IN ACCORDANCE WITH THE SEQUENCE OF OPERATIONS. CONTRACT DOCUMENTS, NOR PARTIAL OR ENTIRE OCCUPANCY OF THE AREAS 8 East 92nd St, Apt 3 EXPERIENCED SPECIALIST IN THE INSTALLATION OF (FIRE STANDPIPE) AND CAUTION IS HEREBY GIVEN THAT THE WORK SHALL BE PERFORMED SO AS TO BY THE OWNER SHALL CONSTITUTE AN ACCEPTANCE OF WORK NOT DONE IN New York, NY 10128 (AUTOMATIC SPRINKLER SYSTEMS) BY THE BUILDING DEPARTMENT OF THE CAUSE THE LEAST POSSIBLE INCONVENIENCE AND DISTURBANCE TO THE ACCORDANCE WITH THE CONTRACT DOCUMENTS OR RELIEVE THE CONTRACTOR (917) 535 - 3777 CITY OF NEW YORK. OCCUPANTS. OF LIABILITY IN RESPECT TO ANY EXPRESS WARRANTIES OR RESPONSIBILITY FOR FAULTY MATERIALS OR WORKMANSHIP. THE Architect of Record : 2. LAWS AND ORDINANCES B. THE PROPOSAL FOR WORK IN THE EXISTING BUILDING SHALL BE PREDICATED CONTRACTOR SHALL REMEDY ANY DEFECTS OR INADEQUACIES IN THE WORK ON THE PERFORMANCE OF THE WORK DURING REGULAR WORKING HOURS. WHEN AND PAY FOR ANY DAMAGE TO OTHER WORK RESULTING THEREFROM, WHICH JM2 Architecture, PC A. ALL NEW YORK STATE LAWS AND REGULATIONS AND OSHA SO DIRECTED, HOWEVER, INSTALL WORK ON OVERTIME AND THE ADDITIONAL SHALL APPEAR WITHIN ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE. 2410 North Ocean Ave, Suite 300 �� RECOMMENDATIONS, GOVERNING OR RELATING TO ANY PORTION OF THIS WORK COST AND CHARGES THEREFOR SHALL BE ONLY THE PREMIUM, PORTION OF THE OWNER WILL GIVE NOTICE OF OBSERVED DEFECTS OR INADEQUACIES Farmingville, NY, 1 1738 ARE HEREBY MADE A PART OF THESE SPECIFICATIONS. RESPONSIBILITY THE WAGES PAID. WITH REASONABLE PROMPTNESS. FOR COMPLIANCE TO THEIR PROVISIONS IS INCLUDED. (G31) 320 - 3305 C. SCRAP AND DEBRIS, EXCEPT AS OTHERWISE SPECIFIED, SHALL BE DISPOSED MEP En Ineer: 3. NOTICE TO BIDDERS OF AND/OR REMOVED FROM THE SITE. Emtec Con m suit�g Engineers DPC A. BEFORE SUBMITTING PROPOSALS, EXAMINE THE SPECIFICATIONS AND ALL 12. MATERIALS AND INSTALLATION 3555 Veterans Memorial Highway, Suite M DRAWINGS RELATING TO THE WORK AND BECOME FULLY INFORMED AS TO THE Ronkonkoma, NY 1 1775 EXTENT AND CHARACTER OF THE WORK. A. SYSTEM AND COMPONENT PARTS SHALL BE THE PRODUCTS OF A MANUFACTURER (G31) 35G - 217G EQUIPPED AND EXPERIENCED IN THE MANUFACTURING OF (FIRE STANDPIPE) 5urve or: 4. EXAMINATION OF EXISTING CONDITIONS AND (SPRINKLER SYSTEMS). DEVICES SHALL BE UNDERWRITERS y LABORATORIES AND/OR FACTORY MUTUAL APPROVED AND SHALL HAVE A Nathan Taft Corwin A. VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE BUILDING .� .� 158G Main Road, AFFECTED BY THIS WORK SO AS TO BECOME FAMILIAR WITH EXISTING CURRENT LISTING IN THEIR RESPECTIVE APPROVED EQUIPMENT LISTS. CONDITIONS AND DIFFICULTIES THAT WILL ATTEND THE EXECUTION OF THE COMPONENTS AND PARTS SHALL BE SUBJECT TO THE ACCEPTANCE OF THE Jamesport, NY 1 1947 WORK, BEFORE SUBMITTING PROPOSALS. ARCHITECT. (63 I) 727 - 2090 B. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH B. PIPE SHALL BE BLACK STEEL, SCHEDULE 40, Project Name EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT, C. PIPING FOR SPRINKLER SYSTEMS MAY BE SCHEDULE 10 ROLLED GROOVE WITH OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED, WHICH COUPLINGS AND FITTINGS FOR PIPING 2-1/2" AND LARGER. 5775 W M�II Road COULD HAVE BEEN FORESEEN HAD SUCH EXAMINATION BEEN MADE, WILL NOT BE RECOGNIZED. D. THREADS SHALL BE FULL AND CLEAN CUT AND BURRS FORMED IN CUTTING 5. PERMITS AND CERTIFICATES SHALL BE REAMED. WHEN ASSEMBLING PIPE, CARE SHALL BE TAKEN THAT THE PIPE DOES NOT EXTEND INTO THE FITTING OBSTRUCTING THE Project Address A. INSTALL ALL WORK IN FULL ACCORDANCE WITH THE REQUIREMENTS OF ALL WATERWAY. JOINT COMPOUND SHALL BE APPLIED TO THE THREADS OF THE 5 775 W Mill Rd, LOCAL AND GOVERNMENTAL DEPARTMENTS HAVING JURISDICTION OVER THESE PIPE AND NOT TO THE FITTINGS OR SPRINKLERS. PIPES SHALL BE MATTERS, AS WELL AS WITH ANY REQUIREMENTS OF THE NFPA 13 (2007), UL, FM, STRAIGHTENED BEFORE INSTALLATION TO PREVENT POCKETS. PIPES SHALL MattltUck 4 IN 10 FEET. � NY 1 1952 BS&A, MEA AND OTHER APPLICABLE CODES. PITCH NOT LESS THAN 1/ B. GIVE NECESSARY NOTICES AND OBTAIN PERMITS OR LICENSES NECESSARY TO E. FITTINGS, UNLESS OTHERWISE SPECIFIED, SHALL BE BLACK CAST IRON Project Type CARRY OUT THIS WORK AND PAY ALL FEES THEREFOR. STANDARD MALLEABLE FITTINGS. C. ARRANGE FOR INSPECTIONS AND TESTS OF ANY OR ALL PARTS OF THE WORK F. SCREWED FITTINGS FOR SPRINKLER SYSTEMS SHALL BE 175# CAST IRON, Renovation AS REQUIRED BY AUTHORITIES OR UTILITY COMPANIES HAVING ANSI 816.4. JURISDICTION AND PAY ALL CHARGES FOR SAME. Revisions G. FLANGED FITTINGS FOR SPRINKLER SYSTEMS SHALL BE 175# CAST IRON D. PAY ALL COSTS FOR, AND FURNISH TO THE OWNER, ALL CERTIFICATES ANSI B16.1. 07-18-22 ISSUED FOR SCHEMATIC DESIGN NECESSARY AS EVIDENCE THAT THE WORK INSTALLED CONFORMS WITH ALL 1 1-04-22 ISSUED FOR PERMIT REGULATIONS AS THEY APPLY TO THIS WORK. H. THREADED AND MECHANICAL FITTINGS FOR FIRE STANDPIPE SHALL BE OF REQUIRED PRESSURE RATING FOR THE THEIR RESPECTIVE PRESSURE ZONES. 6. SHOP DRAWINGS I. COUPLINGS SHALL NOT BE USED EXCEPT WHERE PIPE IS MORE THAN 20 FEET A. APPROVED SPRINKLER PIPING DRAWINGS: WORKING PLANS, PREPARED IN LENGTH BETWEEN FITTINGS. ACCORDING TO NFPA 13 (2002), THAT HAVE BEEN APPROVED BY AUTHORITIES HAVING JURISDICTION, INCLUDING HYDRAULIC CALCULATIONS IF APPLICABLE BEFORE J. A ONE—PIECE REDUCING FITTING SHALL BE USED WHEREVER A CHANGE IS ORDERING OR INSTALLING EQUIPMENT OR MATERIAL. MADE IN THE SIZE. THE USE OF BUSHINGS OR REDUCING FLANGES WILL NOT BE PERMITTED. B. SHOP DRAWINGS FOR PIPING AND SIMILAR DISTRIBUTION SERVICES SHALL SHOW BY DIMENSION THE EXACT SIZE AND LOCATION OF EACH ELEMENT OF K. UNIONS SHALL BE OF THE HEAVY GROUND TYPE AND SHALL BE USED ONLY ON THE SYSTEM IN BOTH THE HORIZONTAL AND VERTICAL PLANE, AS WELL AS PIPES 2" AND SMALLER. RELATIONSHIP TO THE BUILDING STRUCTURE, ARCHITECTURAL CONSTRUCTION, EQUIPMENT AND THE WORK OF OTHER TRADES. WHERE NEW L. CUT OR ROLLED GROOVES IN PIPE FOR USE WITH MECHANICAL GROOVED WORK IS ADDED TO AN EXISTING STRUCTURE, THE SHOP DRAWINGS SHALL COUPLINGS SHALL BE MADE WITH AN APPROVED MACHINE MANUFACTURED BY SHOW THE LOCATION OF ALL EXISTING SERVICES AND EQUIPMENT. THE THE SUPPLIER OF THE COUPLINGS. MECHANICAL COUPLINGS SHALL BE WORK DESCRIBED IN ANY SHOP DRAWING SUBMISSION SHALL BE CAREFULLY VICTAULIC #07 "ZERO—FLEX". CHECKED BY THIS CONTRACTOR FOR ALL CLEARANCES, FIELD CONDITIONS, MAINTENANCE OF ARCHITECTURAL CONDITIONS AND PROPER COORDINATION M. INSTALL SPRINKLER HEADS IN ALL AREAS ON TRUE AXIS LINE IN BOTH WITH ALL TRADES ON THE JOB. DIRECTIONS WITH A MAXIMUM DEVIATION OF 1/2" R FROM THE AXIS LINE ESTABLISHED BY THE ARCHITECT FOR THE USE OF ALL TRADES. AT THE C. AT THE COMPLETION OF THE INSTALLATION, THE CONTRACTOR SHALL TURN COMPLETION OF THE INSTALLATION, REMOVE AND REINSTALL ANY SPRINKLER OVER TO THE OWNER FOR RECORD PURPOSES ONE SET OF REPRODUCIBLE HEADS FOUND TO EXCEED THE ABOVE—MENTIONED TOLERANCE. APPROVED, AS—INSTALLED SHOP DRAWINGS. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND 7. SUBMITTALS 13. HANGERS AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. A. SUPPORT ALL PIPING WITH ACCEPTABLE HANGERS, ANCHORS, FRICTION ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A A. SUBMIT NAMES, SIZES, CATALOG NUMBERS AND/OR SAMPLES OF THE HANGERS, AND SUPPORTS AS INDICATED OR SPECIFIED. HANGERS SHALL BE VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. FOLLOWING MATERIALS: OF HEAVY IRON OR STEEL CONSTRUCTION. NO CAST STEEL OR CAST IRON SHALL BE USED. HANGERS SHALL HAVE NUT ABOVE AND BELOW HANGER. STATE EDUCATION LAW. HEADS FITTINGS UPPER NUT SHALL BE LOCKED AGAINST HANGER TO PREVENT LOOSENING BY Drawing Title PIPE VIBRATION. SPRINKLER HEAD CABINET f IRE 5FRI N KLER SLEEVES AND ESCUTCHEONS HANGERS B. SUPPORT HORIZONTAL PIPING AS FOLLOWS: 8. AS—BUILT DRAWINGS (1) PIPING 1- SIZE AND SMALLER: ADJUSTABLE RING HANGER NOT MORE 5PECIf ICATION5 THAN 8'-0" APART. A. UPON COMPLETION OF THE WORK, FURNISH RECORD DRAWINGS SHOWING THE SCTM# 1000- I OG-G-3 APP No: EXACT LOCATION OF WORK INSTALLED. DRAWINGS SHALL BE MARKED "AS— (2) PIPING 1-1/4" AND LARGER: CLEVIS HANGER NOT MORE THAN 10'-0" BUILT RECORD DRAWINGS" AND CARRY CONTRACTOR'S NAME AND ADDRESS. APART. SCDHS No.: JM2 #: 2022-OG42 DRAWING SHALL BE MADE ON VELLUM OR MYLAR REPRODUCIBLE. (3) PIPING SUPPORTED FROM WALL SHALL BE PROVIDED WITH WELDED Planning #: _ DATE: 502022 9. CUTTING, CORE DRILLING, CHOPPING, ALTERING AND PATCHING ANGLE IRON BRACKETS. SEAL t SIGNATURE: DESIGNED BY: Kb A. THIS CONTRACTOR SHALL PERFORM ALL CUTTING, CORE DRILLING, C. PROVIDE HANGERS ON EVERY BRANCH OVER 3'-0" LONG. CHECKED BY: APs CHOPPING, ALTERING AND PATCHING AS REQUIRED FOR THE INSTALLATION ,��Of NEW h OF THE WORK PERFORMED UNDER THE SPRINKLER CONTRACT, INCLUDING THE D. ANY PIPING.NO CHAIN METAL STRAP OR WIRE WILL BE PERMITTED FOR THE SUPPORT OF a► P.SN SCALE: As indicated �i�' 4�* CO L RESTORING OF EXISTING WORK THAT IS DAMAGED AND/OR ALTERED DUE TO dt * DWG No: REMOVAL WORK. ALL MATERIALS AND WORKMANSHIP REQUIRED IN 14. SPRINKLERS CONNECTION WITH CUTTING, ALTERING AND PATCHING SHALL MATCH THE -. EXISTING WORK IN EVERY RESPECT. A. ANY NEW SPRINKLER HEADS TO MATCH EXISTING. ,��, rr '• eta �iID �dQ7'41 �4. B. EXISTING SPRINKLER HEADS SHALL BE REUSED. QFEs stoNp S 70mh' 1 i II KEY TO SYMBOLS "It is a violation of the State Education Law for any person, Architect o eCor : ABBREVIATIONS unless he or she is acting under the direction of a licensed DUCTWORK PIPING INSTRUMENTATION E UIQ PMENT professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such EXISTING DUCTWORK TO REMAIN EXISTING PIPING TO REMAIN OT THERMOSTAT BASEBOARD RADIATION A AMPERES EWBT ENTERING WET BULB NTS N�kTnT@ S(£�rlid, the altering engineer shall affix to the item A/C UNIT AIR CONDITIONING UNIT EWT ENTERING WATER TEMPERATURE CIA bl Ts(�LbeAlReal and the notation "altered by" followed by his JM2 EXISTING DUCTWORK TO BE REMOVED EXISTING PIPING TO BE REMOVED CABINET HEATER or er signature and the date of such alteration, and a ••• �— —� OH HUMIDISTAT ACCU AIR COOLED CONDENSING UNIT EXH EXHAUST OAI OUTSIDE AIROW@ AKcEdescription of the alteration." NEW DUCTWORK NEW PIPING DUCT MOUNTED UNIT HEATER AHU AIR HANDLING UNIT EXP EXPANSION TANK OD 0UIT 1�31A 1E� Rroved only for the work indicated on the r�+ itecture RC. F FIRESTAT a placation s ecification sheet. all other matters are not to be ����� NEW DUCTWORK W/ACOUSTICAL LINING S_ CONDENSATE PIPING O ALT ALTERNATE (E) EXISTING PD MSaUWn,D&ORo be considered as either being approved or DUCT TINDER POSITIVE PRESSURE HORIZONTAL UNIT HEATER ASHRAE AMERICAN SOCIETY OF HEATING, (ER) EXISTING TO BE REMOVED PDISCH dance with applicable codes. JM2 ARCHITECTURE, PC (SUPPLY AIR OR FAN DISCHARGE) —HWS HOT WATER SUPPLY © GAS DETECTOR REFRIGERATING AND AIR-CONDITIONING -F DEGREES FAHRENHEIT PRESS PRESSURE 2410 NORTH OCEAN AVENUE DUCT TINDER NEGATIVE PRESSURE —HWR HOT WATER RETURN O REMOTE TEMPERATURE SENSOR ® PUMP ENGINEERS F & T FLOAT AND THERMOSTATIC PSI POUNDS PER SQUARE INCH SUITE 300 ..S ADJUSTABLE FREQUENCY DRIVE FA FREE AREA AFD FT (RETURN OR OUTSIDE AIR) �—CHWS� CHILLED WATER SUPPLY 0 COILS ( Q ) (R) RELOCATED FARMINGVILLE, NY, 1 1738 DUCT TINDER NEGATIVE PRESSURE �CHWR CHILLED WATER RETURN DD DUCT DETECTOR AFF ABOVE FINISHED FLOOR FAI FRESH AIR INTAKE RA RETURN AIR T I G31 .320.3305 F) G31 .320.3307 -RFGT—� REFRIGERANT PIPING(EXHAUST) CENTRIFUGAL FAN OR PUMP D REFRIGERANT LEAK DETECTOR ACT ACOUSTICAL CEILING TILE FC FLEXIBLE CONNECTION RND ROUND RM Applicant: S—GAS� GAS PIPING AS AIR SEPARATOR FDMPR FIRE DAMPER W/ ACCESS DOOR RFGT REFRIGERANT ® (400) SUPPLY DIFFUSER, (AIR QUANTITY IN AUTO AUTOMATIC FD FLOOR DRAIN REQD REQUIREDg CUBIC FEET PER MINUTE) GCS—� GLYCOL COOLING SUPPLY TH TEMPERATURE AND HUMIDITY RECORDER PTlTliiiT'l7� ELECTRIC HEATER Anthonynthon Marti nett) Z (400) RETURN REGISTER, (AIR QUANTITY IN S CEILING EXHAUST FAN GCR—tj GLYCOL COOLING RETURN BB BASEBOARD FLA FULL LOAD AMPERES RA FAN RETURN FAN 8 East 92nd St, Apt 3 CUBIC FEET PER MINUTE) LD LIQUID DETECTOR BLR BOILER FLR FLOOR RG RETURN GRILLE New York, NY 10128 —LPS —� LOW PRESSURE STEAM BG BOTTOM GRILLE FPM FEET PER MINUTE RHG REFRIGERANT GAS (917) 535 - 3777 ® RECTANGULAR DIFFUSER WITH �LPC LOW PRESSURE CONDENSATE O PRESSURE GUAGE - BLANKING PLATE , , CENTRIFUGAL ROOF FAN BLR HP BOILER HORSEPOWER FPS FEET PER SECOND RLL REFRIGERANT LIQUID S.R. SUPPLY REGISTER —� DIRECTION OF FLOW ❑F FLOW SWITCH BLDG BUILDING FIRFLOOR REGISTER RLA RATED LOAD AMPS Architect of Record : _` S.G. SUPPLY GRILLE IC.0. CLEANOUT VARIABLE FREQUENCY DRIVE BOD BOTTOM OF DUCT FT FEET RR RETURN REGISTER JM2 Architecture, PC R.R. RETURNREGISTER 0 PIPE TURNING UP � THERMOMETER BOP BOTTOM OF PIPE FOR FUEL OIL RETURN RSL REFRIGERANT SUCTION 2410 North Ocean Ave, Suite 300 R.G. RETURN GRILLE D PIPE TURNING DOWN IRS BOS BOTTOM OF STEEL FOS FUEL OIL SUPPLY RM ROOM Farmingville, NY, 1 1738 EP ELECTRIC PNEUMATIC SWITCH CHILLER, LIQUID BR BOTTOM REGISTER FD/AD FIRE DAMPER AND ACCESS DOOR RPM REVOLUTIONS PER MINUTE (G31) 320 - 3305 LOUVER & SCREEN x BOTTOM PIPE TAP RL�- DIRECT EXPANSION BHP BRAKE HORSEPOWER FSD/AD FIRE/SMOKE DAMPER W/END SWITCH SA SUPPLY AIR I LINEAR DIFFUSER TOP PIPE TAP PE PNEUMATIC ELECTRIC SWITCH H BTU BRITISH THERMAL UNIT AND ACCESS DOOR SAG SUPPLY GRILLE MEP Engl veer. 1 Ox6 TR 10" BY 6" TOP REGISTER 7 CAPPED PIPE ESAP ENVIRONMENTAL SENSOR ALARM PANEL BTUH BTU PER HOUR G GAS SDMPR SMOKE DAMPER Emtec Consulting Engineers DPC (150 150 CFM SUPPLY AIR PIPE BREAK It CENTERLINE GA GAUGE SF SQUARE FEET 3555 Veterans Memorial Highway, Suite M 10" F&T TRAP © MANUAL POTENTIOMETER CHWP CHILLED WATER PUMP GAL GALLON SF SUPPLY FAN Ronkonkoma, NY 1 1779 10�TR(TG) (TO BY IL TOP REGISTER LOW PRESSURE DRIP PLATE HEAT EXCHANGER CHWS CHILLED WATER SUPPLY GC GENERAL CONTRACTOR SOV SHUT-OFF VALVE (G31) 35G - 217G (15 ) 150 CFM RETURNAIR I— UNION CO CARBON DIOXIDE SENSOR CHWR CHILLED WATER RETURN GEN GENERATOR SPEC SPECIFICATION Surveyor: STRAINER CC COOLING COIL GPM GALLONS PER MINUTE SR SUPPLY REGISTER Nathan Taft Corwin 1�0x BR(BG) (BOTfOM6GRIL BOTTOM REGISTER C CD CEILING DIFFUSER HCWR COMBINATION HOT/CHILLED ST PR STATIC PRESSURE 158G Main Road, (150) 150 CFM RETURN AIR FHB HOSE BIBB CFM, CUBIC FEET PER MINUTE WATER RETURN SST STAINLESS STEEL Jamesp ort NY 1 1947 CG CEILING GRILLE HCWS COMBINATION HOT/CHILLED TAL TOTAL ACTIVE LENGTH (G31) 727 - 2090 VOLUME DAMPER FLOOR DRAIN, F.D. ANNOTATION CLG CEILING WATER SUPPLY TAO TRANSFER AIR OPENING SUPPLY AIR FLOW ®FLEXIBLE CONNECTION CONNECT TO EXISTING CNDS CONDENSATE DRAIN HEX HEAT EXCHANGER TBR TO BE REMOVED Project Name �- RETURN AIR FLOW - RA LIMIT OF REMOVAL CO CLEAN OUT HT HEIGHT TEMP TEMPERATURE AUTOMATIC AIR VENT COD CONTINUED ON DRAWING HR HOUR TG TRANSFER GRILLE R RISE IN DUCTWORK (IN DIRECTION 5775 W Mill Road OF AIR FLOW) VALVES CR CEILING REGISTER HPS HIGH PRESSURE STEAM TOD TOP OF DUCT -D DROP IN DUCTWORK (IN DIRECTION - - TRIPLE DUTY VALVE CRAC COMPUTER ROOM AIR CONDITIONER HWP HOT WATER PUMP TOS TOP OF STEEL OF AIR FLOW) CRP CONDENSATE RETURN PUMP HWR HOT WATER RETURN TR TOP REGISTER -U6 UNDERCUT DOOR 3-WAY VALVE Protect Address FD/AD CT COOLING TOWER HWS HOT WATER SUPPLY TRR TRANSFER RETURN REGISTER --- 5775 W Mill Rd FIRE DAMPER AND ACCESS DOOR CU FT CUBIC FEET HZ FREQUENCY TRD TRANSFER RETURN DUCT , -_D/AD FIRE/SMOKE DAMPER W/END SWITCH AUTOMATIC CONTROL VALVE CU IN CUBIC INCHES IN INCH OR INCHES TYP TYPICAL AND ACCESS DOOR CUH CABINET UNIT HEATER IPS IRON PIPE SIZE UH UNIT HEATER Mattituck, NY 1 1952 �M MOTORI;__ED DAMPER W/END SWITCH - BALL VALVE CW COLD (DOMESTIC) WATER KW KILOWATT UV UNIT VENTILATOR BASKET STRAINER CWP CONDENSER WATER PUMP L LENGTH UNO UNLESS NOTED OTHERWISE Protect Type �---] CAP DUCT � CWS CONDENSER WATER SUPPLY LAT LEAVING AIR TEMPERATURE V VOLTS IIIIIIIIIII FLEXIBLE DUCTWORK BUTTERFLY VALVE CWR CONDENSER WATER RETURN LBS POUNDS VD VOLUME DAMPER Renovation --®- FLEXIBLE CONNECTION CHECK VALVE DEMO DEMOLITION LDBT LEAVING DRY BULB TEMPERATURE VAV VARIABLE AIR VOLUME UNIT DB DRY BULB LEMCS LOCAL EMERGENCY MOTOR VENT VENTILATION AIR SMOKE DAMPER FLOW CONTROL VALVE DC DRY COOLER CONTROL SWITCH VFD VARIABLE FREQUENCY DRIVE Revisions -fly GATE VALVE DIA, 0 DIAMETER LD LINEAR DIFFUSER W WIDTH 07-18-22 ISSUED FOR SCHEMATIC DESIGN - GLOBE VALVE DMPR DAMPER LF LINEAR FEET W/ WITH 1 1-04-22 ISSUED FOR PERMIT 0 WITHOUT DN DOWN LPS LOW PRESSURE STEAM W MOTOR OPERATED VALVE / DWG DRAWING LPCR CONDENSATE RETURN WB WET BULB OUTSIDE SCREW YOKE DX DIRECT EXPANSION LWBT LEAVING WET BULB TEMPERATURE WC WATER COLUMN PLUG VALVE EA EACH LWT LEAVING WATER TEMPERATURE WG WATER GAUGE INTERPRETATION OF SINGLE LINE DUCTWORK EXA EXHAUST AIR MAX MAXIMUM WMS WIRE MESH SCREEN - PRESSURE REDUCING VALVE WHERE DUCTWORK IS SHOWN SINGLE LINE, FOLLOWING SHALL APPLY FOR ACTUAL DUCT CONSTR. EAT ENTERING AIR TEMPERATURE MBH THOUSAND BTU PER HOUR - SHUTOFF BALANCING VALVE EC ELECTRICAL CONTRACTOR MC MECHANICAL CONTRACTOR FSTI SINGLE LINE ACTUAL CONSTRUCTION EDBT ENTERING DRY BULB TEMPERATURE MCA MINIMUM CIRCUIT AMPS SOLENOID VALVE ��� DOUBLE THICKNESS TURNING ECH ELECTRIC CABINET HEATER MOD MOTORIZED DAMPER VANES (EITHER TYPE ELBOW EDH ELECTRIC DUCT HEATER MIN MINIMUM PRESSURE RELIEF VALVE AT CONTR. OPTION-SUBJECT EF EXHAUST FAN MOT MOTOR ELBOW TO SPACE CONDITIONS). EL ELEVATION NFPA NATIONAL FIRE PROTECTION ASSOC. a A,B SHALL BE PROPORTIONAL ELEC ELECTRIC (N) NEW TO AIR QUANTITY, 4" (10cm) EOD END OF DUCT NC NORMALLY CLOSED MIN. IF A or B IS LESS THAN --� 4" (10cm), USE TAP DETAIL. EQ EQUAL NIC NOT IN CONTRACT SPLIT OR VOLUME DAMPER IN SHORTER EUH ELECTRIC UNIT HEATER NO NORMALLY OPEN TAKE-OFF CONSTANT VOL. SYSTSRANCH. VARIABLE VOL. SYST. NUMBER NPT NATIONAL PIPE THREAD J�LVOLUME DAMPER o S 0 , ADJUSTABLE TAP UP TO 1000FPM a THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND TAP TAKE-OFF SUP LY OVER 1000 FPM USE V.D. ONLY RETURN AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. OFFSET IN VERTICAL PLANE STATE EDUCATION LAW. i SHALL BE MADE WITH RISE OR DROP ELEVATION SMOOTH FITTINGS. Drawing Title DRAWING NO. TITLE M-001 MECHANICAL GENERAL NOTES MECHANICAL OFFSET IN HORIZONTAL PLANE M-002 MECHANICAL GENERAL NOTES SHALL BE MADE WITH MEC C GENERAL NOTE5 HORIZONTAL SMOOTH FITTINGS. HANI AL GENERAL M-101 MECHANICAL FIRST FLOOR PLAN OFFSET PLENUM — PLENUM OVER LINEAR SUPPLY OR RETURN DESCRIPTION OF WORK SCOPE M-102 MECHANICAL 2ND FLR & ATTIC PLANS SCTM# 1000-I OG-G-3 APP No: DIFFUSER OR GRILLE M-501 MECHANICAL DETAILS OVER SCDHS No.: JM2 #: 2022-0642 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSBC, 1ST DIFFUSER CONICAL FITTINGS MECHANICAL EQUIPMENT FOR FIRST FLOOR BAR/RESTAURANT M-601 MECHANICAL SCHEDULES PRINTING. REGULATION OF VOLUME DAMPER SHALL BE AND SECOND FLOOR APARTMENT Planning #: DATE: 5/3/2022 CONN. TO LINEARLji ACCESSIBLE THROUGH THE FACE OF DIFFUSER M-701 MECHANICAL SPECIFICATIONS - DIFFUSER PLENUM M-702 MECHANICAL SPECIFICATIONS SEAL t SIGNATURE: DESIGNED BY: e0 I THE HEREBY UNDERSIGNED NY STATE REGISTERED DESIGN PROFESSIONAL STATES THAT FLD r FIRE RATED TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS W L LJ ACCESS DOOR IN DUCT of new h CHECKED BY: AP5 AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC. �C � FLD MOUNTING TYPE DEPENDS ON AIR VELOCITIES AND DUCT ,�P ��R S,�`, .p SCALE: As indicated FIRE DAMPER SIZE - SEE SPECIFICATIONS. 4` O� HTG. COIL FLARE/TRANSITION DUCT TO ACCOMMODATE COIL DWG No: 0 ---------- � COIL WITH FLANGED CONNECTION ALL AROUND Elf LJ ACCESS DOORS scQNp HEATING COIL 'i'''I' "It is a violation of the State Education Law for any person, Architect of Fecora: unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item M1 his or her seal and the notation "altered by" followed by his 12 or her signature and the date of such alteration, and a +� specific description of the alteration." (�''' ! ' This plan is approved only for the work indicated on the U a l t Q` c V r e P.c. application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC in accordance with applicable codes. 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 1 1738 T G31 .320.3305 Fi G31 .320.3307 Applicant: Anthony Martignetti 8 East 92nd St, Apt 3 New York, NY 10128 (917) 535 - 3777 NOTES: 16. ALL FLEX DUCT SHALL BE UL LISTED, R-6. FOIL—BACKED, Architect of Record : 1 . THIS PORTION OF THE PROJECT IS EXEMPT FROM CLASSIFIED AS A CLASS 1 AIR DUCT. MAXIMUM LENGTH IS TO BE JM2 Architecture, PC SEISMIC CONSTRAINTS. 3'-0" PER DROP OR PER LOCAL CODE. 2410 North Ocean Ave, Suite 300 2. ALL WORK SHALL COMPLY WITH ALL LOCAL AND STATE CODES 17. THE FINAL LOCATION OF AIR DEVICES MUST BE Farmingvlle, NY, 1 1738 AND AUTHORITIES HAVING JURISDICTION. COORDINATED WITH THE REFLECTED CEILING PLAN AND (G31) 320 - 3305 ALL OTHER ME ,3. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED ARCHITECTURAL, AND,AL STRUCTURAL AYYSTEMS SPRINKLER, MEP Eng I neer: PERMITS AND ARRANGE ALL REQUIRED INSPECTIONS. 18. THE CONTRACTOR IS TO MAKE ALL LOW—VOLTAGE WIRING Emtec Consulting Engneer5 DPC 4. THESE DRAWINGS, AS PREPARED, ARE DIAGRAMMATIC BUT SHALL CONNECTIONS FOR ALL HVAC EQUIPMENT INCLUDING 3555 Veterans Memorial Highway, Suite M BE FOLLOWED AS CLOSELY AS CONSTRUCTION OF THE PROJECT TEMPERATURE CONTROLS, ROOF TOP UNITS, SMOKE DETECTORS Ronkonkoma, NY 1 1779 AND THE WORK OF THE TRADES WILL PERMIT. EQUIPMENT AND CONTACTOR PANEL. (G3 I) 35G - 2 17G LOCATIONS INDICATED ARE APPROXIMATE. COORDINATE EXACT LOCATIONS, MOUNTING HEIGHTS, AND REQUIRED CLEARANCES WITH 19. PROVIDE FLEXIBLE CONNECTORS AT ALL DUCT Surveyor: EQUIPMENT SUPPLIER AND ALL TRADES PRIOR TO INSTALLATION. CONNECTIONS TO VIBRATING EQUIPMENT. THESE Nathan Taft Corwin CONNECTORS SHALL BE INSTALLED IN CLOSE PROXIMITY 5. MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL THE TO SUCH EQUIPMENT. 158G Main Road, EQUIPMENT INDICATED WITHIN THE MECHANICAL DRAWINGS UNLESS Jame5port, NY 1 1947 OTHERWISE NOTED. FIELD VERIFY LOCATION AND DIMENSIONS 20. FURNISH AND INSTALL SMOKE DUCT DETECTORS IN EACH AIR (G31) 727 - 2090 PRIOR TO FABRICATION AND/OR INSTALLATION. ALL EQUIPMENT CONDITIONING UNIT RETURN DUCT GREATER THAN 2000 CFM. SHALL BE UL LISTED. CONTRACTOR SHALL PROVIDE INTERCONNECTION AND WIRE TO THE FIRE ALARM CONTROL PANEL IF REQUIRED. DUCT Project Name 6. MECHANICAL CONTRACTOR SHALL REFER TO DRAWINGS FOR ALL DETECTORS SHALL HAVE REMOTE TEST STATIONS LOCATED IN THE TRADES AND PERFORM ALL WORK INDICATED AS MECHANICAL OFFICE NEAR THE RESPECTIVE THERMOSTATS. VERIFY CODE 5 775 W Mill [load CONTRACTOR WORK. REQUIREMENTS FOR DUCT DETECTORS IN BOTH THE SUPPLY AND RETURN AIR STREAMS. 7. FURNISH AND INSTALL FIRE DAMPERS WITH RATED ACCESS DOORS AT ALL DUCT PENETRATIONS THROUGH 21. THE ENTIRE INSTALLATION SHALL BE GUARANTEED FREE OF Project Address FIRE RATED WALLS, SMOKE AND FIRE STOPPING, DEFECTS AND CONTRACTOR SHALL REPAIR AND / OR REPLACE 5 775 W Mill Rd SHAFTS, FLOORS, RATED CEILINGS AND PARTITIONS AS ANY DEFECTIVE MATERIALS OR EQUIPMENT AT NO COST TO THE , REQUIRED TO MAINTAIN ARCHITECTURAL FIRE RATINGS. OWNER FOR A MINIMUM PERIOD OF ONE YEAR FROM THE DATE PROVIDE CEILING RADIATION DAMPERS AT ALL OF ACCEPTANCE BY ARCHITECT OR ENGINEER. Mattituck, NY 1 2 MEMBRANE PENETRATIONS OF HORIZONTAL FLOOR/CEILING ASSEMBLIES. REFER TO THE 22. ALL WORK SHALL BE SUBJECT TO THE ACCEPTANCE AND ARCHITECTURAL PLANS AND SPECIFICATIONS FOR APPROVAL OF THE ARCHITECT AND OWNER. THE ARCHITECT Project Type LOCATIONS AND FIRE RATING REQUIREMENTS. SHALL BE NOTIFIED OF ANY AND ALL DISCREPANCIES BETWEEN FIELD CONDITIONS AND THE CONTRACT DOCUMENTS BEFORE Renovation 8. ALL ROOF PENETRATIONS SHALL BE AT THE CONTRACTOR'S PROCEEDING WITH THAT PORTION OF THE WORK. FAILURE OF EXPENSE. COORDINATE WITH OWNER'S ROOFING CONTRACTOR SO PROPER NOTIFICATION DOES NOT RELIEVE THE CONTRACTOR. AS NOT TO VOID ANY EXISTING ROOF WARRANTIES. THE CONTRACTOR SHALL CORRECT ANY AND ALL WORK ARISING FROM SUCH FAILURE TO COORDINATE DISCREPANCIES TO THE Rev5ion5 9. EACH UNIT GENERATING CONDENSATE SHALL BE PROVIDED WITH A SATISFACTION OF THE ARCHITECT WITHOUT ADDITIONAL COST TO CONDENSATE DRAIN WITH EXTERNAL, 4" DEEP P—TRAP. EXTEND THE OWNER. 07-18-22 ISSUED FOR SCHEMATIC DESIGN DRAIN TO A ROOF MOUNTED SPLASH PAD OR AN ACCEPTABLE 1 1-04-22 ISSUED FOR PERMIT LOCATION REQUIRED BY CODE. 23. PROVIDE MANUAL BALANCING DAMPERS AS REQUIRED TO PROPERLY BALANCE EACH INDIVIDUAL AIR DISTRIBUTION 10. DUCT WORK SHALL BE CONSTRUCTED OF GALVANIZED SYSTEM. IF THE LOCATION OF THE BALANCING DAMPER SHEET STEEL IN STRICT COMPLIANCE WITH THE LATEST IS NOT DEFINED ON THE DRAWINGS, THE FOLLOWING EDITION OF THE ASHRAE, NFPA, AND SMACNA MINIMUMS STANDARDS SHALL GOVERN: ALL SUPPLY, STANDARDS. ALL DUCTS TO HAVE PITTSBURGH TYPE RETURN, AND EXHAUST MAIN BRANCHES FROM TRUNKS, LOCK FOR LONGITUDINAL SEAMS AND DRIVE SLIP / "S" EACH SPLIT AND ALL SUB—BRANCHES FROM MAINS SLIP FOR TRANSVERSE JOINTS. "DUCT—MATE" JOINT SHALL INCORPORATE BALANCING DAMPERS. SYSTEM IS ACCEPTABLE IN LIEU OF PRIOR SEAM 24. THE CONTRACTOR SHALL, UPON COMPLETION OF PROJECT, SYSTEMS. DUCT WORK SHALL BE FULLY INSULATED AS PERFORM A COMPLETE TEST AND BALANCE OF ALL EQUIPMENT IN PER APPLICABLE CODES AND WRITTEN SPECIFICATIONS. COMPLIANCE WITH ALL APPLICABLE CODES, 11 . PROVIDE 1" INTERNAL ACOUSTICAL LINING ON SUPPLY REGULATIONS, PLANS AND WRITTEN SPECIFICATIONS. „ CONTRACTOR SHALL PROVIDE A WRITTEN REPORT TO THE AND RETURN DUCTWORK UP TO 15 —0 FROM UNIT. ARCHITECT. ALL CAPACITIES MUST BE SET TO WITHIN ±10% OF 12. DRAWINGS ARE DIAGRAMMATIC AND ALL DUCTWORK AMOUNTS INDICATED ON THE FLOOR PLAN AND SCHEDULES. SHOWN MUST BE FIELD VERIFIED AND COORDINATED 25. UPON COMPLETION OF INSTALLATION, SYSTEM INSTALLERS SHALL WITH ALL TRADES AND STRUCTURES BEFORE PROVIDE WITH ONE (1) FULL SIZE SET OF AS BUILT DRAWINGS, FABRICATION. DUCT SIZES SHOWN ON DRAWINGS ARE AS WELL AS AUTOCAD AND PDF FORMATS. INSIDE DIMENSIONS, INCREASE DUCT SIZES AS REQUIRED FOR INTERNAL LINING. 13. ALL METAL DUCT AND AIR DISTRIBUTION DEVICES SHALL BE 26. AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. JOINTS AND SEAMS SHALL COMPLY WITH EITHER THE INTERNATIONAL INSULATED WITH 75 DENSITY FOIL—BACKED INSULATION WITH FIRE MECHANICAL CODE OR INTERNATIONAL RESIDENTIAL CODE, AS AND SMOKE RATING 25-50. R—VALUE SHALL BE R-6 WHEN APPLICABLE. AIR HANDLERS SHALL HAVE A MANUFACTURER'S THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND DUCT IS LOCATED INSIDE OF THE BUILDING AND R-8 WHEN DESIGNATION FOR AN AIR LEAKAGE OF NO MORE THAN 2 AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. LOCATED OUTSIDE OF THE BUILDING OR WITHIN THE EXTERIOR PERCENT OF THE DESIGN AIR FLOW RATE WHEN TESTED IN ENVELOPE ASSEMBLY. ACCORDANCE WITH ASHRAE 193. DUCTS, AIR HANDLERS AND ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A 14. UNLESS OTHERWISE NOTED, ALL SUPPLY TAKEOFFS SHALL HAVE FILTER BOXES SHALL BE SEALED. JOINTS AND SEAMS SHALL VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. A MANUAL VOLUME CONTROL DAMPER. COMPLY WITH THE 2015 INTERNATIONAL MECHANICAL CODE (AS STATE EDUCATION LAW. AMENDED), THE 2015 INTERNATIONAL RESIDENTIAL CODE (AS Drawin Title 15. ANY ADJUSTABLE PATTERN CONTROLLER OR BLADE SHALL BE AMENDED), AS APPLICABLE g FIELD SET BY THE INSTALLING CONTRACTOR AS INDICATED ON MECHANICAL THESE DOCUMENTS. 27. ALL RESETS FOR CONTROLS SHALL BE AUTOMATIC, UNLESS SPECIFICALLY NOTED AS MANUAL. GENERAL NOTE5 5CTM# 1000-I OG-G-3 APP No: 5CDHS No.: JM2 #: 2022-0642 Planning #: _ DATE: 51312022 SEAL t SIGNATURE: DESIGNED BY: e0 ov net, Y� CHECKED BY: AF5 F sqC� 4+ SCALE. A5 Indicated % * DWG No: ;y. M = 002 �M '11 11 L-1 11 "It is a violation of the State Education Law for any person, Architect of Kecord: unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item j his or her seal and the notation "altered by" followed by hisA i M2 or her signature and the date of such alteration, and aspecific description of the alteration." ,,��++r � U � e �!C. This plan is approved only for the work indicated on thei t e �t application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC in accordance with applicable codes. 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 1 1738 TOILET EXHAUST LOUVER W/ MIN. 0.2 SQFT NET FREE T 1631 .320,3305 FI 631 .320.3307 AREA SPECIFIED BY ARCHITECT. (100 CFM) TO BE LOCATED MIN 3' FROM NEAREST OPERABLE WINDOW Applicant: Anthony Martignetti 8 East 92nd 5t, Apt 3 12x8 Ilk New York, NY 10125 - i (917) 535 - 3777 CD CD (250P ' Architect of Record : ( — o JM2 Architecture, PC C oo 2410 North Ocean Ave, Suite 300 x DINING & Farmingville, NY, 1 1738 CD (631) 320 - 3305 G?EN ---- MEP Engineer: TCHDIO a.�, ® FE A 5) Emtec Con5kinm Engineers DPC (1 0) �' EF-1 3555 Veterans Memorial Hi hwa , Suite M " CD o Ronkonkoma, NY I 1779 6 DIAMETER TO LET EXHAUST. DUCT TO BE vER BATH (250) 1-01 (63 I) 356 - 2176 IN BETWEEN CEILING JO ' 5 u rve O r WHERE PO LE �� _ Nathan Taft Corwin , r s o _ 158G Main Road, (1 0IT] A � A 9w .a -- 18x16 RETURN Jame5port, NY 1 1947 0 a _ `�' SHAFT UP TO (631) 727 - 2090 FCD SECOND FLOOR. -- Y --2 ® (250) PROVIDE RETURN FS AD GRILLE WITH FSD AT Project Name (� 2 - BOTTOM OF SHAFT TO AHU-nTH BATH HALL 5775 W Mill Road DOCK D ORK TO BE T " _ �- Project Address [ 13 RUN BETWEEN v I - -- Y 5 775 W Mill Rd I CEILING JOISTS (TYP) .:� �y.. '` - -- 18x16 SUPPLY UP TO SECOND FLOOR. --- __ RCH TO PROVIDE PROPOSED LOCATION Mattituck, NY 1 195 2 PROVIDE FSD AT FSD/AD ; ' -- SOFFIT FOR OUTDOOR ROOFED OVER PATIO CEILING CONDENSING UNIT.. Project Type CONTRACTOR TO 0 CONFIRM WITH EH CD CD _ OWNER ON EXACT Renovation (90) (90) FOYER LOCATION. REFRIGERANT PIPING BAR AREA / ` TO BE RUN U P TO AHU'S IN ATTIC Rev1510115 ' --------, 07-15-22 ISSUED FOR SCHEMATIC DE51GN r r ❑ ,r -------- __ _ I i-04-22 ISSUED FOR PERMIT r -- - I BAR(I 0` EATS) I EH-3 --- LIFT Cn CD - (90) (90) g -------- -- - ENTRY OK I I --- — CD HOST C CD (90) (90) -- na .,;:y..k`.>ra�sa...�.,g,to., .a =- Po,.,„:•sew.idaaJ:e.a.:isaaa..3r':s.3`a!fkr+,azu�=-- k�.w•,,.v....a'ae,'.'.]1 _ .-_ �i II DN D^d RAMP DN RAMP THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. STATE EDUCATION LAW. FIRST FLOOR PLAN Drawing Title SCALE: 1/4" = 1'-0" MECHANICAL f I K5T F LOOR PLAN O KEY NOTES SHEET NOTES 5CTM# 1000-106-6-3 APP No: 1. CEILING MOUNTED TOILET EXHAUST FAN INTERLOCKED WITH LIGHT 1. REFER TO M-001 FOR MECHANICAL SYMBOLS, ABBREVIATIONS, AND SCDHS No.: JM2 #: 2022-0642 SWITCH. GENERAL NOTES. Planning #: DATE: 5/3/2022 2. PROVIDE REGISTER GRILLE AT CEILING FOR RETURN DUCT 2. REFER TO M-500 SERIES FOR MECHANICAL DETAILS. SEAL SIGNATURE: DESIGNED BY: BG 3. REFER TO M-600 SERIES FOR MECHANICAL SCHEDULES. Of NEW CHECKED BY: AP5 4. REFER TO M-700 SERIES FOR MECHANICAL SPECIFICATIONS. y,�P 0.SqC� .¢►� CALE: A5 Indlcated R , ► * G No: Al �VF'ESSit1NP �. ' L'II C II I I "'I'1711:CC! I H I I I I 11i, ILL: u "It is a violation of the State Education Law for any person, rC itect 0 ecOr unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his JM2 or her signature and the date of such alteration, and a specific description of thealteration." �`+ itecture rc.,r P!c. This plan is approved only for the work indicated on the application specification sheet. all other matters are not to be ° — -4 — — relied upon, or to be considered as either being approved or JM2 ARCHITECTURE, PC --------; ( in accordance with applicable codes. 1 2410 NORTH OCEAN AVENUE O SUITE 300 Q FARMINGVILLE, NY, 1 1738 ' I T G31 .320.3305 F) G31 .320.3307 ; 1; livmy Room ---- I Applicant: Anthony Martignetti I' 8 East 92nd St, Apt 3 New York, NY 10128 i � l Architect of Record : TO AHU-2 L------------------ JM2 Architecture, PC 2410 North Ocean Ave, Suite 300 FD/AD SR SR SR 1 REF _ Dw Farmin ville, NY, 1 1738 (150) T FR03G50G BX10 DOWN TO 2ND 9 1(150) f (150�� - _ �_ FLOOR (G31) 320 - 3305 18x16 RETURN DUCT ;; _ 4" DIAMETER DRYER 4" DIAMETER RYER 3a EXHAUST DOWN TO 2ND FLOOR. MEP Engineer: 8X10 UP TO r�2 N RUN RETURN Emtec Consulting Engineers DPC EXHAUST- DUCTWORK ABOVE ATTIC. ARCHTO Fp �IfiD 8X8 TOP CONNECTION 175 5/AD 3555 Veterans Memorial HI hwa , Suite M ( ) SUPPLY DUCT AND 9 Y PROVIDE SOFFIT 18x16 RETURN UP CONNECT TO AHU-1. Ronkonkoma, NY 1 1779 8X8 UP TO T` - TO ATTIC. OFFSET PROVIDE FSD AT ATTIC CD r�. u,�¢ , ,.-- AT CEILING LEVEL �— FLOOR (G3 I) 35G - 217G r I —3 _ (200) 18x16 RETURN 18x16 SUPPLY DUCT Surveyor Nathan Taft Corwin — DOWN TO 1ST 8X8 DOWN TO 2ND SR N DOWN TO 2ND FLOOR. 158G Main Road, (' FLOOR. ARCH TO (175) CONNECTED TO -- UP Me hamca� PROVIDE SHAFT FLOOR. DUCT TO BE AHU-1. PROVIDE FSD RUN IN BETWEEN _ Jamesport, NY 1 1547 I0IC FLOOR JOISTS AT FLOOR (63 I) 727 - 2090 — _ AHU-2 o 0 16x8 TOP Project Name 8x8 UP TO ATT - - ---__ 18x16 SUPPLY DUCT CONNECTION PROVIDE FD AT ALL '°` £���-��� ��-�� = �� DOWN TO 1ST FLOOR. AHU-3 5775 W Mill Road r-7.:��:.!777-�.> 'A ARCH TO PROVIDE SHAFT DUCT PENETRATIONS Fp/OBE"o0M {�} 18x16 SUPPLY DUCT 8x8 BOTTOM TO ATTIC /�� CD 0 ( Q CONNECTION DOWN TO 00 A-L (80) UP TO ATTIC. OFFSET 2ND FLOOR 00 roo � SHAFT COMING FROM °O Protect Address DQ �4.:.�:., �..a CID 1ST FLOOR ® 5775 W Mill Rd, ` srEl.vEs (60) TO AHU-3 DIJ ALL DUCTWORK TO BE SR Mattituck, NY 1 1952 RUN IN BETWEEN (175) Project Type CEILING JOISTS T HU_ 18x16 RETURN DUCT DO CONNECTED TO a AHU-1. I Renovation 0 N 000 0 ® ® 00 Revisions BEDR00^f BEDR00":t 07-18-22 ISSUED FOR SCHEMATIC DESIGN 111''�I I SR 1 1-04-22 ISSUED FOR PERMIT FD/AD CD CD Q� Cp 8X12 DOWN TO (175) _ _ SECOND FLOOR RR (160) 11 (140) (140) j (700) ....a£<iu —_-- SECOND FLOOR PLAN ATTIC PLAN SCALE: 1/4" = 1 '-0" SCALE: 1/4" I THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. . STATE EDUCATION LAW. Drawing Title MECHANICAL 2ND fLK � ATTIC PLANS SCTM# 1000-1 OG-G-3 APP No: SCDHS No.: JM2 #: 2022-0642 Planning #: _ DATE: 5/3/2022 -A KEY NOTES SEAL t SIGNATURE: DESIGNED BY: 6G 1. CONNECT KITCHEN HOOD AS PER MANUFACTURER RECOMMENDATIONS 1. REFER TO M-001 FOR MECHANICAL SYMBOLS, ABBREVIATIONS, AND CHECKED BY: AP5 AND ROUTE 6" DUCT TO WALL HOOD. GENERAL NOTES. art NEW Y� 2. REFER TO M-500 SERIES FOR MECHANICAL DETAILS. yAP �$"�P. '�QQ CALE: As Indcated ��► * 'G No: 3. REFER TO M-600 SERIES FOR MECHANICAL SCHEDULES. 4. REFER TO M-700 SERIES FOR MECHANICAL SPECIFICATIONS. 1007A1 yw'�` RQ�ESstQ�p = 1 02 IFI'Il1n4111 1 u rtn r'a ^ .I 11, r 1 , I � "It is a violation of the State Education Law for any person, Architect of FRor 2 TYP 1 TYP unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item m his or her seal and the notation "altered by" followed by his %NI M2 or her signature and the date of such alteration, and a specific description of the alteration."This Ian is approved onlyfor the work indicated on the ��w+ itecture f?C. --.- -- application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC in accordance with applicable codes. SECURE AS REQUIRED TO 2410 NORTH OCEAN AVENUE STRUCTURE ABOVE AT A SUITE 300 B A MINIMUM OF EVERY 7FT OF 3 TYP. EXISTING WOOD JOIST STRUCTURE FARMINGVILLE, NY, 1 1738 LENGHT OF DUCTWORK FLO AIR — o A (TYPICAL) 4 TYP. q 15' 01� LESS qF s T G31 .320,3305 F G31 .320.3307 V"J E— 15' OR LESS — " FLO FLOW Applicant: TRANSFORMATION EXPANSION CONTRACTION Anthony Martignetti 8 East 92nd 5t, Apt 3 TURNING New York. NY 10125 VANE (917) 535 - 3777 TURNING ti� VANES Architect of Record : x THREE ?/3 JM2 Architecture, PC 90' ELBOW TURNING VANES 2/3D D--1 1. ITW BUILDEX SAMMYS—GST20 WOOD-3/8"ROD (VERTICAL MOUNT) 2410 North Ocean Ave, Suite 300 45' ELBOW SIMILAR NO THROAT RADIUS SHORT RADIUS FULL RADIUS UL—FM—NFPA APPROVED — PULLOUT 1760# — FIR Farmingvllle, NY, 1 1736 (USE IN NOT LESS THAN NOMIINAL 2"WX3"h 1. ITW BUILDEX SIDEWINDERS—SWG10 WOOD-3I8"ROD (HORIZONTAL MOUNT) (G31) 320 - 3305 �F UL—FM—NFPA APPROVED — PULLOUT 6221 — FIR (USE IN NOT LESS THAN NOMIINAL 2"WX3 h.) MEP Eng I neer: 3. THREADED ROD (3/8" MIN). 4 THREADED ROD COUPLING. WALL Emtec Consulting Engineers DPC ° .. . GLASS FIBER INSULATION TO FILL VOID 3555 Veterans Memorial Highway, Suite M LJ aZZ WOOD STRUCTURE SHEET METAL SAFING ALL AROUND TO MATCH Ronkonkoma, NY 1 1779 o-- W SUPPLY OR RETURN WYE TURNING VANES DUCTWORK MATERIAL (MIN. 22 GA.) (63 I) 35G - 2 17G (RECTANGULAR DUCT) METHOD OF HANGING DUCTWORK Surveyor: 0 oX NO SCALE <> RECTANGULAR OR ROUND DUCT > Nathan Taft Corwin 0 156G Main Road, ,04 o of o Jame5port, NY 1 1947 D1 a � LLLLW_ T (G31) 727 - 2090 IED 3/4D 90' ELBOW TAKE—OFF NOTE: COORDINATE CONNECTION CAULK AIR—TIGHT ALL AROUND L 1/2" MAX. RETURN AIR BRANCH USE ONLY IN AREAS FULL RADIUS ELBOW TO BUILDING WITH ARCHITECT MOUNT FAN FROM STRUCTURE Project Name FITTING WHERE SPACE IS LIMITED TAKE—OFF AND STRUCTURAL ENGINEER. ABOVE WITH THREADED RODS. PROVIDE WITH SPRING 5775 W Mill Road DUCTWORK DETAILS VIBRATION ISOLATORS. NOTES: NO SCALE 1. INTERIOR WALLS REQUIRE SAFING ON ONE SIDE OF WALL ONLY FOR CONCEALED DUCTS AND ON BOTH SIDES OF WALL FOR EXPOSED DUCTS. ACOUSTICAL LINING 2. COORDINATE LINTELS WITH G.C. AS REQUIRED. Project Address 3. WHERE SLEEVES ARE PROVIDED, SEAL BETWEEN SLEEVE AND DUCT. 5 775 W Mill Rd, EXTEND 4' FROM TYPICAL PICAL PENETRATION OF FAN DISCHARGE Mattltuck, NY 1 1952 PROVIDE BDD NON FIRE-RATED WALL DETAIL Project Type SCALE: NONE . Renovation e Revisions 07-18-22 ISSUED FOR SCHEMATIC DESIGN GASKETED 1 1-04-22 ISSUED FOR PERMIT TO SIDEWALL ACCESS FLEXIBLE CONNECTIO DISCHARGE CAP PANEL W/ SCREEN IN-LINE INSTALLATION LINING DUCT IN-LINE CEILING EXHAUST FAN DETAIL SCALE: NONE MAX. OF 12" TO BRANCH CONNECTION NOTES: UNLESS NOTED OTHERWISE 1) ACOUSTICALLY LINE ALL RETURN DUCT. 2) LINE SUPPLY DUCT TO 25 FT FROM FAN IN ACCORDANCE WITH THE SPECIFICATIONS. GALVANIZED SHEET Mq� METAL DUCT S1=PARATE SPEED I6., USE RIGID GALVANIZED CLIP WASHER 90 DEGREE ELBOW ROOF ALL ENDS OF LINER PARALLEL TO STRUCTURE PINS SPOT WELDED fit, ® COATED WITH ADHESIVE ANGLE OR UNISTRUT JOIST TO DUCTWORK 6" 6" VOLUME DAMPER LOCATED METAL STRAP CLAMP �6 HANGER STRAP IN ACCESSIBLE LOCATION. FIBERGLASS (TYPICAL) 2 PLACES SEE NOTE 1. INSULATION PER COATED SURFACE OFZ PROVIDE ACCESS DOOR OR CABLE OPERATOR IF NOT INSULATED FLEXIBLE DUCT INSULATION EXPOSED SPECIFICATIONS (MIN. 2', MAX. 5', NO MORE TO AIR STREAM OPPOSED BLADE THAN ONE 90- BEND) TYPICAL STUD—WELDED PINS NOT MORE THAN 3" SHEET METAL DAMPER AT THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND � DIFFUSER AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. AND SPEED CLIP WASHER FROM EDGE OF LINER 1" MIN �--- SCREWS SEE (SEE DETAIL "A") NOTE 2. (TYP) TRANSITION FITTING ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A INSULATE DIFFUSER � 60" MAX AS REQUIRED BACK AND SEAL WITH VIOLATION OF SECTION 7205 SUB-DIVISION 2 OF THE N.Y. DOWN SPEED OVER PIN CLIP WAS NSHER TO LINING LINING LINING (THICKNESS AS PRESVAPOR BARRIER TAPE SUPPLY AIR DIFFUSER STATE EDUCATION LAW. SPECIFIED) PRESSED ROOF I Drawing Title DOWN OVER GRIP PIN. MECHANICAL PERPENDICULAR TO STRUCTURE ADHESIVE OVER DUCT TYPICAL DIFFUSER OR GRILLE CONNECTION DETAIL5 COMPLETE SURFACE WELD—PIN STUD WELDED SCALE: NONE OF DUCT TO DUCT (PINS FASTENED AA TO DUCT WITH ADHESIVE RECTANGULAR DUCT SCTM# 1000-1 OG-G-3 APP No: DETAIL "A" NOT APPROVED) BOTTOM OF THREADED STRUCTURE ROD (TYP) 9CDH5 No.: JM2 #: 2022-OG42 DUCT LINING INSTALLATION DETAIL LOADS MUST BE Planning #: _ DATE: 1/112022 HUNG WITHIN 6" SCALE: NONE OF PANEL POINTS ANGLE OR UNISTRUT SEAL SIGNATURE: DESIGNED BY: eG NOTES: 1.USE THREADED ROD FOR ALL DUCTS LARGER THAN 60"0 WIDE. CHECKED BY: AP5�� NF�Y }� 2.SHEET METAL SCREWS MAY BE OMITTED IF HANGER STRAP IS CONTINUOUS AND �,P ,�.p P•SqC .p SCALE: A5 indicated LOOPS UNDER ENTIRE DUCT. G1 Q� Q� 'f' q � * DWG No: RECTANGULAR DUCT SUPPORT DETAIL NO SCALE 'y � RQFESStfl"NpL . 50' 1 r nn� ! n�i^r i �T!i°t�r•riR i t i �! i I II i u i i �r°o I �i l i r n "It is a violation of the State Education Law for any person, Architect ot Keccrd: unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his JM2 or her signature and the date of such alteration, and a -aA- specific description of the alteration." This plan is approved only for the work indicated on the U c itecture P.C. application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC MX1-YA2512M MXJ-YA2512M in accordance with applicable codes. 1/4"11/2"(in) 2410 NORTH OCEAN AVENUE EXHAUST FAN SCHEDULE BASIS OF DESIGN GREENHECK 1/2"11 1/8"(in) 3/8"17/8"(in) o AM018TNZDCH/AA IDU13 SUITE 300 FAN ELECTRICAL APPROX. 9.84ft10EA 9.84ft10EA 9.84ftIOEA 17669Btu/h 1129746tu/h 121504Btil FARMING SUITE 0 11738 ID MODEL. NO. SERVICE CFM RPM E.S.P. WATTS DRIVE AMPS SONES DIM. V PH Hz MCA MFS WEIGHT REMARKS # IN. W.( . LxWxH / / (LBS) T 631 .320.3305 F I 631 .320.3307 EF-4 SP-A90 1ST FLOOR 75 870 0.25 15 DIRECT 0.14 0.4 13x1Ox9 115/1/60 - - 12 1 2 3 3/8"13/4"(in) o AM072TNZDCH/AA I IDU15 A licant: EF-5 SP-A90 1ST FLOOR 75 870 0.25 15 DIRECT 0.14 0.4 13x1Ox9 115/1/60 - - 12 1 2 3 70701 RUM53487Bu/h t 80260Bu/h t pp EF-7 SP-ASIO 2ND FLOOR 75 870 0.25 15 DIRECT 0.14 0.4 13x1Ox9 115/1/60 - - 12 1 2 3 9.84ftIOEA ° # I I Anthony Martignetti 8 East 92nd St, Apt 3 INTERLOCK WITH LIGHT SWITCH 2O HANGING VIBRATION ISOLATORS @ BACKDRAFT DAMPER O AM036TNZDCH/AA I IDU12 New York, NY 10128 3/8 15/8' (in) (917) 535 - 3777 35284Btu/h 1 26263 Btu/h 1 39119Btu/h 9.84ft10EA � # Architect of Record : JM2 Architecture, PC 3 phse VRF 2410 North Ocean Ave, Suite 300 ELECTRIC RADIANT HEATERS BASIS OF DESIGN ZENITH AM120BXVGJH/AA "-" Farmingville, NY, 1 1738 (631) 320 - 3305 123653Btu/hl 14088213tu/h POWER LECTRICAL APPROX. MEP En I Weer: ID MODEL. NO. SERVICE WATT BTU/H DIM. V/PH/Hz WEIGHT REMARKS 9 LxWxH (LBS) `, Emtec Con5ulting Engneer5 DPC EH-1,2 ASIRH4002WR PATIO 4000/3200 13,651/10,921 19x6x16 208/3/60 14 1 VRF PIPING FLOW DIAGRAM SCHEMATIC 3555 Veterans Memorial Highway, Suite M SCALE: NONE Ronkonkoma, NY 1 1779 O1 PROVIDE ELECTRIC DIMMER WITH TIMER I 56 - 2176 5 u rveyo r: Nathan Taft Corwin SEQUENCE OF OPERATIONS 1586 Main Road, Jame5port, NY 1 1947 AIR TERMINAL SCHEDULE BASIS OF DESIGN TITUS AIR HANDLING UNITS (ANUS) - TYPICAL FOR ALL: DEDICATED THERMOSTAT E OF AVERAGING NG OR SEV A L HR MOSTAADINGS S FOR THE (631) 727 - 2090 PURNIGHT SETBACK: Project Name DURING UNOCCUPIED MODE, THE SYSTEM SHALL SHUT OFF. IF TEMPERATURE CONTROLS SHALL BE PROVIDED WITH SETPOINT SYMBOL DESCRIPTION MODEL NECK FACE CFM REMARKS THE ZONE TEMPERATURE DRIFTS TO THE UNOCCUPIED HEATING OVERLAP RESTRICTIONS. (55'F, ADJ.) OR COOLING (85'F, ADJ.) SETPOINT, THE SYSTEM 5775 W MIII Road CD SUPPLY DIFFUSER TDC 6x6 NECK +6" UP TO 125 1 2 3 THERMOSTATIC CONTROLS SHALL BE PROVIDED WITH A 5'F DAMPER REMAINS CLOSED UNLESS ECONOMIZER OPERATION IS ' 9x9 NECK +6" 126 TO 275 1 2 3 SHALL START UP TO HEAT OR COOL THE ZONE, WHILE THE OA DEADBAND.( 12x12 NECK +6" 276 TO 475 1 2 3 INITIATED). EACH ZONE SHALL BE EQUIPPED WITH SETBACK CONTROLS AS Project A�ddd�ress 15x15 NECK +6" 476 TO 750 1 2 3 OPTIMAL START: DETAILED IN SETBACK CONTROLS SECTION. 5 / /7 5 W Mill Rd THE SYSTEM CONTROLLER SHALL AUTOMATICALLY DETERMINE HOT WATER HEATING COILS THE OPTIMAL START TIME SUCH THAT EACH ZONE REACHES ITS Mattituck NY 1 2 SR SUPPLY REGISTER 300RL 6x6 7-3/4x7-3/4 15 TO 114 1 2 UPON A CALL FOR HEAT, ASSOCIATED HOT WATER CIRCULATOR OCCUPIED SETPOINT JUST IN TIME FOR THE SCHEDULED 30ORL 8x6 9-3/4x7-3/4 1115 TO 156 1 2 OCCUPANCY. P NIT.UMP SHALL ENERGIZE TO CIRCULATE WATER TO AIR HANDLING U , 300RL 10x6 11-3/4x7-3/4 157 TO 204 1 2 Project Type OCCUPIED HEATING/COOLING OPERATION: EACH UNIT SHALL USE PRESSURE INDEPENDENT CONTROL WITH ASSOCIATED HOT WATER CONTROL VALVE SHALL OPEN TO ALLOW RG/TG RETURN GRILLE/TRANSFER GRILLE 350FL 6x6 7-3/4x7-3/4 UP TO 130 2 AIRFLOW MEASUREMENT, TO VARY PRIMARY AIRFLOW TO MAINTAIN HOT WATER TO FLOW! THROUGH COIL IN ACCORDANCE WITH Renovation 350FL 8x6 9-3/4x9-3/4 131 TO 180 2 ZONE TEMPERATURE AT ITS OCCUPIED SETPOINT. THE RTU MECHANICAL DETAILS. WHEN ROOM TEMPERATURE HAS BEEN 350FL 12x6 13-3/4x7-3/4 181 TO 260 2 SHALL MODULATE THE BYPASS DAMPER TO MAINTAIN DUCT SATISFIED FOR MORE THAN 15 ( PUMP SHALL STATIC PRESSURE AT SETPOINT AND MODULATE (OR CYCLE) DISENGAGE AND ASSOCIATED CONTROL VALVE SHALL FULLY 350FL 12x12 13-3/4x13-3/4 450 TO 530 2 CLOSE. ReV15101115 COMPRESSORS, MODULATE HEAT, OR ENABLE AIRSIDE 350FL 18x8 19-3/4x9-3/4 531 TO 590 2 ECONOMIZING BASED ON CURRENT ZONE COOLING/HEATING 07-18-22 ISSUED FOR SCHEMATIC DESIGN 350FL 1414 15-3/405-3/4 591 TO 740 2 DEMANDS. THE OUTSIDE AIR DAMPER SHALL OPEN TO BRING IN 1 1 -04-22 ISSUED FOR PERMIT THE REQUIRED AMOUNT OF VENTILATION. _VRF SYSTEM (VRFCU--l): MORNING WARM-UP/PRE-COOL: GENERAL: O1 PROVIDE OBD ONLY WHERE VOLUME DAMPER NOT PROVIDED IN DUCTWORK 02 SURFACE MOUNT EACH UNIT SHALL VARY PRIMARY AIRFLOW TO RAISE/LOWER THE VRF SYSTEMS CONSIST OF AN OUTDOOR UNIT CONNECTED ZONE TEMPERATURE TO ITS OCCUPIED SETPOINT. THE RTU TO A NUMBER OF INDOOR UNIT THROUGH CONTROL WIRING. DIFFUSERS 10 BE PAINTED. REFER TO ARCH DRAWINGS FOR PAINTING SPECIFICATIONS SHALL MODULATE THE BYPASS DAMPER TO MAINTAIN THE DUCT STATIC PRESSURE AT SETPOINT AND MODULATE (OR CYCLE) COMPRESSORS OR MODULATE HEAT BASED ON CURRENT ZONE TEMPERATURE CONTROL: COOLING/HEATING DEMANDS. THE OUTSIDE AIR DAMPER SHALL INDOOR UNIT SEQUENCE OF OPERATIONS: REMAIN CLOSED, UNLESS ECONOMIZER MODE IS INITIATED. ON/OFF CONTROL: THE INDOOR UNITS CAN BE COMMANDED ON/OFF EITHER BY A SCHEDULE IN THE CENTRAL ECONOMIZER MODE (IF APPLICABLE): CONTROLLER OR AT THE REMOTE CONTROLLER. IF ALL ECONOMIZER MODE SHALL BE ENABLED BASED ON OUTDOOR INDOOR UNITS ARE OFF, THE OUTDOOR UNIT SHALL TURN AIR ENTHALPY, RETURN AIR ENTHALPY AND OUTDOOR AIR OFF. WITH THE NIGHT SETBACK FUNCTION/MODE, THE SYSTEM TEMPERATURE. OPERATION IN ECONOMIZER MODE SHALL BE SHALL CYCLE ON DURING UNOCCUPIED PERIODS AS NEEDED ENABLED WHEN THE OUTDOOR AIR ENTHALPY REMAINS BELOW TO MAINTAIN UNOCCUPIED TEMPERATURE SET POINT. RETURN AIR ENTHALPY AND CONTINUES UNTIL OUTDOOR AIR HEATING MODE: THE INDOOR UNIT SHALL MODULATE ITS ENTHALPY RISES ABOVE RETURN AIR ENTHALPY BY 3 BTU/LB • OR WHEN THE OUTDOOR AIR TEMPERATURE RISES ABOVE 80 LINEAR EXPANSION VALVE (LEV) TO MAINTAIN TEMPERATURE DEGREES F. IF THE OUTDOOR AIR TEMPERATURE IS MORE THAN SET POINT OF 72'F (ADJ.). TWO DEGREES BELOW THE EVAP LEAVING TEMP SETPOINT THEN COOLING MODE: THE INDOOR UNIT SHALL MODULATE ITS THE DX COOLING SHALL BE LOCKED OUT AND THE DAMPERS LINEAR EXPANSION VALVE (LEV) TO MAINTAIN TEMPERATURE SHALL MODULATE TO MAINTAIN THE EVAP LEAVING TEMP SET POINT OF 75-F (ADJ.). VRF SPLIT SYSTEM INDOOR AHU SCHEDULE BASIS OF DESIGN SAMSUNG SETPOINT. IF THE OUTDOOR AIR TEMPERATURE IS ABOVE THAT . SPACE TEMPERATURE CONTROL: THE INDOOR UNIT SHALL POINT BY A DEADBAND OF 1 DEGREE THEN THE OUTDOOR AIR MODULATE ITS INTERNAL LINEAR EXPANSION VALVE (LEV) TO THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND NOMINAL FAN COOLING HEATING ELECTRICAL APPROX. APPROX. DAMPER SHALL OPEN TO THE MAXIMUM DAMPER POSITION AND MAINTAIN THE TEMPERATURE SET POINT VIA THE INDOOR AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE P.C. ID MODEL NO. SERVICE CAPACITYLLOW DX COOLING TO STAGE, AS NECESSARY. DURING E.S.P.SPNAMEPLATE ENTERING LEAVING SENSIBLE TOTAL ENTERING LEAVING TOTAL DIMENSION WEIGHT REMARKS ECONOMIZER MODE THE FAN SHALL MODULATE TO MAINTAIN THE UNITS INTERNAL CONTROLS. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A BTU CFM RPM IN. W.G BHP DRIVE HP FLA DB/WB 'F DB/W13 'F CAPACITY APACITY TEMP .'F TEMP .'F MBH V/PH/Hz MCA MOP WxDxH (LBS) OCCUPIED SPACE COOLING SETPOINT. 0 THE SET POINT IS ADJUSTABLE AT THE REMOTE CONTROLLER AHU-1 AM060TNZDCH/AA 1ST FLOOR 72,000 1680 - 0.4 - - - 5.72 80.6/66. - 43.4 72 68 - 80 208/1/60 7.2 15 24X59X22 239 1 2 OR CENTRAL CONTROLLER. THE TEMPERATURE SET POINT CAN VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. AHU-2 AC036BXADCH/AA 2ND FLOOR 36,000 1055 - 0.4 - - - 1.66 80.6/66. - 26.2 35.2 68 - 29.1 208 1/60 2.1 10 37X48X13 138 Cl (2) ECONOMIZERS SHALL BE FURNISHED AND INSTALLED WITH FAULT ALSO BE SCHEDULED AT THE REMOTE CONTROLLER OR THE STATE EDUCATION LAW. AHU-3 AM018TNZDCH/AA ATTIC 18,00 530 - 1 0.4 1 - - 1 1 0.72 80.6/66. - 1 12.9 1 17.6 68 1 - 15.9 208 1 60 0.9 10 35X32X12 109 1 2 DETECTION AND DIAGNOSTICS AS REQUIRED BY THE NYS CENTRAL CONTROLLER Drawing Title ENERGY CONSERVATION CODE. 0 FAN/VANE CONTROL: FAN SPEED AND VANE DIRECTION (IF APPLICABLE) SHALL BE ADJUSTABLE BY THE USER AT THE MECHANICAL O O COOLING/HEATING (STANDARD) OPERATION: / 1 WIRED REMOTE TEMPERATURE CONTROLLER 2 PROVIDE CONDENSATE PUMP WITH SAFETY SWITCH EACH UNIT SHALL BE FURNISHED & INSTALLED WITH EITHER A REMOTE CONTROLLER AND/OR THE CENTRAL CONTROLLER. CONDENSING UNIT SCHEDULE BASIS OF DESIGN SAMSUNG 5CHEDULE5 NOMINAL COMPRESSORS CONDENSER FAN APPROX. ELECTRICAL UNIT APPROX. SCTM# 1000-106-6-3 APP No: ID MODEL NO. SERVICE CAPACITY N0. COMP. 1 COMP. 1 NO. COMP. COMP. NO. 0 gCH Ng NAMEPLATELDIMENSION V/PH/Hz MCA MOP EER WEIGHT REMARKS BTU COMP. 1 RLA LRA COMP. 2 RLA LRA FANS HP WxDxH (LBS) SCDHS No.: JM2 #: 2022-0642 CU-1 AM096FXVAFH2AA AHU-1,2,3 120,000 1 - - - - - 2 - 51 X31 X67 208/3/60 19.4 25 1 12.0 571 IW Planning #: _ DATE: 5/3/2022 1Q ARCH TO PROVIDE: PLATFORM FOR OUTDOOR UNIT SEAL lf SIGNATURE: DESIGNED BY: BG o� MEW }� CHECKED BY: AP5 P.S�q .�a� SCALE: A5 Indlcated DWG No: µ Ca 10074,k PESS M = 601 _ _ I f I I f' 'AI' 1 flil!I!R"': I II III "I''Ill"In6 I II II i I I i I r 1 11 1 w!t of a r o i I 14 II C lI 1 � ' I l JI I I ' I "It is a violation of the State Education Law for any person, rc itect ot Kecord.___ GENERAL: A. 2008 NEW YORK CITY BUILDING CODES. Q.INDOOR FLEXIBLE CONNECTIONS:NEOPRENE COA EU'kMt'PIRcERE�MFbAF7IP R",ct@rOM'PEOiggkiyE IFAR gsed B. 2010 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. DUCTWORK AND AIR DISTRIBUTION DEVICES: SEWED AND CEMENTED SEAMS,SIMILAR TO VENI FAM!f .ssional engineer to alter an item in anyway, on this 1 A. THE"GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION",AIA DOCUMENT A2O1,LATEST EDITION,AND THIS C. ASHRAE STANDARDS AS APPLICABLE. drawing and/or in this specification in anyway. If any such SPECIFICATION,AS APPLICABLE,ARE PART OF THIS CONTRACT. D. SMACNA MANUALS AS APPLICABLE. A.EXCEPT AS OTHERWISE NOTED,ALL DUCT WORK AND SHEET METAL WORK SHALL BE IN ACCORDANCE WITH LATEST It egi item R.EXHAUST REGISTERS:EXTRUDED ALUMINUM,FIXED� T�L�i ���jEQ� ����A���,���� P�S E. NATIONAL FIRE PROTECTION ASSOCIATION. EDITION OF SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION INC.(SMACNA)"DUCT BLADE DAMPER,SIMILAR TO ANEMOSTAT MODEL'hR08r�er seat�nd }Fi '4notation a tire by ollowe by his JM2 B. ALL APPLICABLE CODES,LAWS AND REGULATIONS,GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE F. ALL EQUIPMENT SHALL BE UNDERWRITERS LABORATORIES INC.(U.L.)APPROVED. MANUAL AND SHEET METAL CONSTRUCTION FOR VENTILATING AND AIR CONDITIONING SYSTEMS,SECTION 1-LOW or her signature and the date of such alteration, and a HEREBY INCORPORATED INTO AND MADE A PART OF T-IESE SPECIFICATIONS.THESE PROVISIONS SHALL BE VELOCITY SYSTEMS AND SECTION 2-HIGH VELOCITY SYSTEMS",SMACNA HVAC AIR DUCT LEAKAGE TEST MANUAL AND S.RETURN GRILLES:EXTRUDED ALUMINUM,FIXED H RIZ specific cific description of the alteration." S T (�'� CARRIED OUT BY THE CONTRACTOR WHO SHALL INFORM THE OWNER,PRIOR TO SUBMITTING A PROPOSAL OF ANY REFRIGERATION WORK: ADC AND TIMA FLEXIBLE DUCT PERFORMANCE STANDARDS. ��ir�°Ip� t� bvle� ��� e� �� � the U i itecture I?C. WORK OR MATERIALS,WHICH VIOLATE ANY OF THE LA'NS AND REGULATIONS. ANY WORK DONE BY THE MODEL"X3HD". application specification sheet. all other matters are not to be CONTRACTOR CAUSING SUCH VIOLATIONS SHALL BE CORRECTED BY THE CONTRACTOR. THE DESIGN, ALL REFRIGERATION WORK,INCLUDING THE CHARGING AND/OR RECLAIMING OF REFRIGERANT,SHALL BE B. SHEET METAL MATERIALS: relied upon, or to be considered as either being approved or JM 2 ARCHITECTURE PC CONSTRUCTION,INSTALLATION AND ALTERATION FORTHE SYSTEM FOR PROVIDING VENTILATION AND AIR CONDUCTED BY EPA CERTIFIED TECHNICIANS AND PREFORMED IN ACCORDANCE WITH THE FEDERAL CLEAN AIR WATER SYSTEM SPECIALTIES-GENERAL: in accordance with applicable codes. CONDITIONING SHALL COMPLY WITH THE 2008 NYC MECHANICAL CODE. ACT AND AS AMMENDED BY LOCAL JURISDICTION. 1.GALVANIZED STEEL:ASTM A-527 LOCK FORMING QUALITY GALVANIZING. ASTM A-525 COATING DESIGNATION G-90. 2410 NORTH OCEAN AVENUE j A. ALL PIPING SHALL BE SO PITCHED THAT ALL AIR IN THE SYSTEM CAN BE VENTED THROUGH AUTOMATIC AIR SUITE 300 C. PROVIDE ALL LABOR,MATERIALS, EQUIPMENT,AND CONTRACTOR'S SERVICES NECESSARY FOR COMPLETE AND SAFE EXAMINATION OF EXISTING CONDITIONS: C.MINIMUM SHEET METAL GAUGES SHALL BE AS FOLLOWS: VENTS. ALL PIPING SHALL BE ARRANGED SO THAT ENTIRE SYSTEM MAY BE DRAINED. CONNECTIONS TO INSTALLATION OF ALL WORK INDICATED OR SPELLED OUT IN CONTRACT DOCUMENTS,IN FULL CONFORMITY WITH (AS PER SMACNA,RECOMMENDED GUIDELINES) EQUIPMENT SHALL BE TAKEN OFF THE TOP OF THE MAINS FOR UPFEED AND THE BOTTOM OF THE MAINS FOR FARMINGVILLE, NY, 1 1738 REQUIREMENTS OF BUILDING CODES AND OF ALL AUTHORITIES HAVING JURISDICTION. BEFORE SUBMITTING PROPOSALS BIDDERS SHALL VISIT THE SITE AND CAREFULLY EXAMINE THOSE PORTIONS OF DOWNFEED AT EITHER A 45 DEGREE ANGLE OR A 90 DEGREE ANGLE FROM HORIZONTAL PLANE. PIPING SHALL BE T G31 .320.3305 F G31 .3 20.3307 THE BUILDING AFFECTED BY THE WORK SO AS TO FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND DIMENSIONS OF LDNGEST SIDE OF DUCT SHEET METAL GAUGE INSTALLED SO AS TO AVOID TRAPPING OF AIR. NO PIPING SHALL BE LESS THAN a INCH UNLESS OTHERWISE D. INSTALL ALL WORK SO AS TO BE READILY ACCESSIBLE FOR OPERATION,MAINTENANCE AND REPAIR.MINOR DIFFICULTIES THAT WILL ATTEND THE EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL BE UP TO 30" 24 NOTED. FOR PIPE SIZES NOT INDICATED ON PLANS, SEE MANUFACTURER'S EQUIPMENT CONNECTION DETAILS, DEVIATIONS FROM THE DRAWINGS MAY BE MADE TO ACCOMPLISH THIS,BUT CHANGES WHICH INVOLVE EXTRA CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR OR 31"THRU 54" 22 PROVIDE FITTINGS FOR CHANGE IN PIPE SIZE FOR FINAL CONNECTION AT EQUIPMENT REQUIRED. PROVIDE UNION Applicant: COST,SHALL NOT BE MADE WITHOUT APPROVAL. MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH CONNECTIONS AT EACH PIECE OF EQUIPMENT AND ON EACH SIDE OF ALL VALVES. PROVIDE VALVED AND CAPPED Anthonyary nett, AN EXAMINATION BEEN MADE,AS DETERMINED BY THE ARCHITECT,WILL NOT BE RECOGNIZED. D.DUCTWORK SHALL HAVE PRESSURE-VELOCITY CLASSIFICATIONS AS FOLLOW: CONNECTIONS AT ALL POINTS IN PIPING SYSTEMS REQUIRED FOR DRAINING SYSTEMS. y g E. EACH BIDDER SUMMING HIS PROPOSAL SHALL EXAMINE ALL DRAWINGS RELATING TO THIS WORK AND VERIFY ALL 8 EaSt 92nd St, Apt 3 GOVERNING CONDITIONS AT THE BUILDING AND SHALL BECOME FULLY INFORMED AS TO THE EXTENT AND PERMITS AND CERTIFICATES: DUCT CONSTRUCTION CLASS STATIC PRESSURE RATING PRESSURE SMACNA LEAKAGE CLASS B. AVOID ENTRY OF FOREIGN MATTER INTO PIPING DURING CONSTRUCTION. AFTER COMPLETION OF PIPING,FLUSH New York, NY 10128 CHARACTER OF THE WORK REQUIRED AND ITS RELATION TO OTHER WORK. NO CONSIDERATION WILL BE GRANTED SYSTEM WITH WATER. REMOVE AND CLEAN STRAINERS AND BLOW OFF ALL PIPING LOW POINTS AT THE END OF FOR ANY ALLEGED MISUNDERSTANDING OF THE MATERIALS TO BE FURNISHED OR WORK TO BE DONE,IT BEING THIS CONTRACTOR SHALL GIVE NECESSARY NOTICES,FILE DRAWINGS AND SPECIFICATIONS WITH THE 2" 2" POS.OR NEG. 6 FLUSH PERIOD. (9 1 7) 535 - 3777 UNDERSTOOD THAT THE SUBMISSION OF A PROPOSAL IS AN AGREEMENT TO ALL ITEMS AND CONDITIONS DEPARTMENTS HAVING JURISDICTION,OBTAIN PERMITS OR LICENSES NECESSARY TO CARRY OUT THIS WORK AND 1" 1" POS.OR NEG. 6 REFERRED TO HEREIN OR INDICATED ON THE ACCOMPANYING DRAWINGS. (SEE"EXAMINATIONS OF EXISTING PAY ALL FEES REQUIRED. i" i" POS.OR NEG. 6 C. TRAP SEAL IN CONDENSATE DRAIN PIPING SHALL BE MINIMUM ONE INCH GREATER THAN STATIC PRESSURE IN Architect of Record : CONDITIONS"BELow). SUBMITTALS: E.WHEN MAKING OFFSETS AND TRANSFORMATIONS NECESSARY TO ACCOMMODATE STRUCTURAL CONDITIONS, SYSTEM. JM2 Architecture, PC F. IF DURING THE INSPECTION,THE CONTRACTOR FINDS ANY OBSTRUCTION OR INTERFERENCE THAT MAY PROHIBIT THE PRESERVE FULL CROSSD. PROVIDE AS REQUIRED:AUTOMATIC AIR VENTS,MANUAL AIR VENTS,AND RELIEF AIR VALVES. PROPER INSTALLATION OF HIS WORK,HE IS TO MAKE IT KNOWN TO THE BUILDING OWNER AND TENANT BEFORE ELECTRONIC(E-MAIL)OR FAXED SUBMISSIONS OF SHOP DRAWINGS WILL NOT BE ACCEPTED.ALL SHOP DRAWINGS SECTIONAL AREA OF DUCTWORK SHOWN ON DRAWINGS. 24 I O North Ocean Ave, Suite 300 AND AT THE TIME OF SUBMITTING HIS PROPOSAL. BY SUBMISSION OF THE BID,IT IS UNDERSTOOD THAT SUCH OR CUT SHEETS MUST BE SUBMITTED AS PRINTED COPIES IN SUITABLE QUANTITIES FOR DISTRIBUTION(MINIMUM 5 F.FABRICATION: PIPE HANGERS: Farmingvllle, NY, 1 1 738 INSPECTION HAS BEEN MADE AND BID INCLUDES ALL MATERIALS AND REQUIRED RELOCATION FOR ALL WORK. COPIES OR AS SPECIFIED BY ARCHITECT) A. PIPE HANGERS FOR 2"PIPE AND SMALLER SHALL BE"GRINNELL"FIG.NO.CT65 ADJUSTABLE WROUGHT IRON. FOR (G31) 320 - 3305 1.FABRICATE DUCTWORK FROM GALVANIZED SHEET METAL OF THE GAUGES SPECIFIED.G. ALL DUCTWORK INDICATED ON DRAWINGS ARE DIAGRAMMATIC AD DOES NOT SHOW OFFSETS,DROPPING AND RISING PRIOR TO SHIPMENT OF EQUIPMENT,TO ANY FABRICATION OF DUCTWORK OR PIPING,OR THE START OF 2-1/2"TO 4"PIPE THE HANGERS SHALL BE"GRINNELL"FIG.NO.CT266 ADJUSTABLE WROUGHT IRON OR APPROVEDEQUAL. HANGER RODS SHALL BE OF THE FOLLOWING DIAMETERS M E�' Engineer OF RUNS AS MAY BE NECESSARY. THE CONTRACTOR SHALL PROVIDE FOR OFFSETS,DROPPING AND RISING OF INSTALLATION OF SYSTEM COMPONENTS,SUBMIT COORDINATED SHOP DRAWINGS,CATALOG CUT SHEETS,AND G.DISSIMILAR METALS: SEPARATE DISSIMILAR METALS USED FOR DUCTWORK WITH 10 OZ.CANVAS IMPREGNATED DUCTWORK AS REQUIRED TO AVOID OBSTRUCTIONS. THE SHEET METAL CONTRACTOR WILL BE RESPONSIBLE FOR SCHEDULES TO THE ENGINEER FOR APPROVAL. MATERIALS AND EQUIPMENT REQUIRING SHOP DRAWING WITH ZINC CHROMATE.NE SEPARATION IS REQUIRED BETWEEN SCREWS OR RIVETS AND THE MATERIALS THEY ARE Emtec Cons ltmg Engineer5 DPC ANY ADDITIONAL STATIC PRESSURE DUE TO THE ADDITION OF ELBOWS AND DUCT TURNS. SUBMITTAL,AND OTHER ITEMS REQUIRING SUBMISSION,INCLUDE BUT NOT LIMITED TO THE FOLLOWING: INSERTED IN. PIPE SIZE ROD DIAMETER MAXIMUM SPACING 3555 Veterans Memorial highway, Suite M H. ALL MATERIALS AND EQUIPMENT SHALL BE NEW UNLESS OTHERWISE NOTED,AND SHALL BE INSTALLED IN A.AIR CONDITIONING AND AIR HANDLING EQUIPMENT. H.SEALING REQUIREMENTS FOR CLASS A,LEAKAGE CLASS 6,GALVANIZED,NON WELDED ALUMINUM OR NON WELDED 1-1/4"AND BELOW e' 6-0" Ronkonkoma, NY 11779 ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. B.HANGERS AND SUPPORT INCLUDING VIBRATION ISOLATION EQUIPMENT. STAINLESS STEEL DUCTWORK. 1-1/2"TO 2" 8" (G31) 35G - 217G C.SHEET METAL STANDARDS AND DETAILS. 2-1/2"TO 3" 1'. 8'-0" I. THE CONTRACTOR SHALL KEEP ALL.EQUIPMENT AND MATERIALS AND ALL PARTS OF THE BUILDING,EXTERIOR SPACES D.DUCTWORK LAYOUT. 1. TRANSVERSE JOINTS Surveyor: AND ADJACENT STREET,SIDEWALKS AND PAVEMENTS,FREE FROM MATERIALS AND DEBRIS RESULTING FROM THE E.INSULATION(ALL TYPES). B. PROVIDE PIPE STANDS,SUPPORTS,HANGERS AND OTHER SUPPORTING APPLIANCES AS NECESSARY TO SUPPORT Nathan Taft Corwin EXECUTION OF THIS WORK. EXCESS MATERIALS WILL NOT BE PERMITTED TO ACCUMULATE EITHER ON THE F. ELECTRIC HEATERS AND ACCESSORIES. a.DURING ASSEMBLY SEAL ALL FLANGED TRANSVERSE JOINTS WITH SEALING TAPE OF QUALITY EQUAL TO WORK REQUIRED BY CONTRACT DOCUMENTS. 158G Main Road, INTERIOR OR THE EXTERIOR. G. DAMPERS(ALL TYPES). HARDCAST INC. 1902-FR.CORNERS SHALL BE SEALED AS DESCRIBED BY SMACNA AND WHEN APPLICABLE PER H. FANS AND ACCESSORIES. MANUFACTURERS PUBLISHED PROCEDURES. C. SELECT AND SIZE PIPE HANGERS AND SUPPORTS IN COMPLIANCE WITH THE LATEST EDITION OF MSS MANUALS JaMC5port, NY 1 1947 J. CONTRACTOR IS RESPONSIBLE FOR FIELD COORDINATION WITH OTHER TRADES. I.CURBS AND PITCH POCKETS. b. SEAL ALL NON FLANGED TRANSVERSE JOINTS WITH HARDCAST INC.VERSA GRIP 102 OR APPROVED EQUAL. SP-58, SP-69 AND SP-89. J.ALL DUCTWORK ACCESSORIES. (G3 1) 727 - 2090 K. CONTRACTOR IS TO MAINTAIN CURRENT WORKING RECORD DRAWINGS ON SITE AT ALL TIMES. K.GRILLES,REGISTERS AND DIFFUSERS. 2. LONGITUDINAL SEAMS INSULATION: L.INSTRUMENTATION. L. INVESTIGATE EACH SPACE THROUGH WHICH EQUIPMENT MUST BE MOVED. WHEN NECESSARY,EQUIPMENT SHALL BE M.MOTOR CONTROLLERS. a. SEAL ALL LONGITUDINAL SEAMS DURING DUCTWORK WITH HARDCAST INC.COLD SEAL 1001 OR APPROVED A. ALL INSULATION MATERIALS,INCLUDING JACKETS,FACING,ADHESIVE,COATINGS,AND ACCESSORIES ARE TO BE Project Name SHIPPED FROM MANUFACTURER IN CRATED SECTIONS OF SIZE SUITABLE FOR MOVING THROUGH RESTRICTED N.CONTROL DIAGRAMS AND SEQUENCE OF OPERATION. EQUAL FIRE HAZARD RATED AND LISTED BY UNDERWRITERS LABORATORIES INC., USING STEINER TUNNEL TEST METHOD SPACES AVAILABLE. ASCERTAIN FROM BUILDING OWNER AT WHAT TIE OF DAY EQUIPMENT COULD BE MOVED 0.TEMPERATURE CONTROL DEVICES. FOR FIRE HAZARD CLASSIFICATION OF BUILDING MATERIALS, STANDARD UL 723(ASTM EO84),(ASA A2.5-1963). 5 5 W Mill Road THROUGH CERTAIN RESTRICTED AREAS,AND REVIEW WITH OWNER PLANNED APPROACH FOR ANY REQUIRED P.COORDINATED LAYOUT DRAWINGS. 3. JOINTS AND DUCTWALL PENETRATIONS FLAMESPREAD: MAXIMUM 25. FUEL CONTRIBUTED AND SMOKE DEVELOPED: MAXIMUM 50. FLAMEPROOFING EQUIPMENT RIGGING INTO BUILDING. EQUIPMENT SHALL BE LIFTED INTO POSITION,NOT ROLLED OR CRIBBED. Q.AS-BUILT DRAWINGS. TREATMENTS SUBJECT TO DETERIORATION FROM MOISTURE OR HUMIDITY ARE NOT ACCEPTABLE. I R.WARRANTEES AND GUARANTEES. a. SEAL ALL DUCT JOINTS AT TAKEOFFS,ACCESS DOORS,DAMPER BEARING PENETRATIONS(VENTLOK HIVEL 641 M. REFER TO SECTION 15000 FOR ADDITIONAL REQUIREMENTS. S.CERTIFICATIONS,BALANCING AND TEST REPORTS. AND 609),AND FLEXIBLE DUCT CONNECTIONS ETC., WITH HARDCAST INC.VERSAGRIP 102 OR APPROVED EQUAL. B. INSTALL INSULATION,MASTICS,ADHESIVES,COATINGS,COVERS,WEATHER-PROTECTION AND OTHER WORK T.OPERATING AND MAINTENANCE MANUALS. EXACTLY AS REQUIRED BY MANUFACTURER'S RECOMMENDATIONS. Project Add lI re55 ^ I WORK INCLUDED: U.EQUIPMENT USE PERMITS. I. CONSTRUCTION: 5775 V Mill I�7\d C. ACCEPTABLE MANUFACTURERS INCLUDE CERTAIN-TEED,KNAUF,MANVILLE PRODUCTS,AND OWENS-CORNING. , THE WORK INCLUDES FURNISHING AND THE INSTALLATION OF ALL MATERIALS,EQUIPMENT AND LABOR NECESSARY SHOP DRAWINGS SHOWING MANUFACTURER'S PRODUCT DATA SHALL CONTAIN DETAILED DIMENSIONAL DRAWINGS, 1.NO SHARP METAL EDGES SHALL EXTEND INTO AIR STREAMS. ANY SUBSTITUTIONS MUST BE APPROVED BY THE ENGINNER. TO COMPLETE AND MAKE READY FOR OPERATION BY THE OWNER ALL HVAC WORK AS SHOWN ON THE DRAWINGS ACCURATE AND COMPLETE DESCRIPTION OF MATERIALS OF CONSTRUCTION,MANUFACTURER'S PUBLISHED M attl to ck NY 1 AND HEREINAFTER SPECIFIED,INCLUDING,BUT NOT LIMITED TO THE FOLLOWING: PERFORMANCE CHARACTERISTICS AND CAPACITY RATINGS(PERFORMANCE DATA,ALONE,IS NOT ACCEPTABLE), 2.INSTALL DRIVESLIPS ON AIR LEAVING SIDE OF DUCT WITH SHEET METAL SCREWS ON 6"CENTERS. D. DUCT INSTALLATION: ELECTRICAL REQUIREMENTS AND WIRING DIAGRAMS.DRAWING SHALL CLEARLY INDICATE LOCATION(TERMINATION A. ELECTRIC HEATERS AND ACCESSORIES. BLOCK OR WIRE NUMBER),VOLTAGE AND FUNCTION FOR ALL FIELD TERMINATIONS,AND OTHER INFORMATION 3.SPIN IN COLLARS SHALL NOT BE USED. 1. MATERIALS SHALL MEET THE REQUIREMENTS OF ADHESIVE AND SEALANT COUNCIL STANDARDS AND SMANCA. Project Type NECESSARY TO DEMONSTRATE COMPLIANCE WITH ALL REQUIREMENTS OF CONTRACT DOCUMENTS. B. ROOF-TOP PACKAGED AIR CONDITIONING UNITS WITH GAS HEAT AND ACCESSORIES. J. JOINTS: a. CONDITIONED SPACE:MINIMUM 2"THICK FIBERGLASS BLANKET,WITH FACTORY APPLIED FOIL/KRAFT VAPOR Renovation PROVIDE SHOP DRAWING SUBMITTALS SHOWING DETAILS OF DUCTWORK AND PIPING CONNECTIONS TO ALL HVAC BARRIER FACING,FLAME SPREAD/SMOKE DEVELOPED RATING OF 25/50.DUCT INSULATION SHALL HAVE A C. ALL REQUIRED DUCTWORK AND DUCTWORK ACCESSORIES. EQUIPMENT.IF CONNECTION DETAILS ARE NOT SUBMITTED AND CONNECTIONS ARE FOUND TO BE INSTALLED 1.LONGITUDINAL LOCK SEAMS SHALL BE DOUBLE LOCKED AND FLATTENED TO MAKE TIGHT JOINTS. MINIMUM OF R-6 INSTALLED INSULATION VALUE. INCORRECTLY IN THE FIELD,THIS CONTRACTOR SHALL REINSTALL THEM WITHIN THE ORIGINAL CONTRACT PRICE. D. ALL HVAC RELATED PIPING SYSTEMS INCLUDING HOT WATER,REFRIGERANT AND MAKEUP WATER CONNECTIONS. 2.MAKE TRANSVERSE JOINTS,FIELD CONNECTIONS,COLLAR ATTACHMENTS AND FLEXIBLE CONNECTIONS TO DUCT b. INDOORS UNCONDITIONED SPACE:MINIMUM 2"THICK FIBERGLASS BLANKET,WITH FACTORY APPLIED ALL PIPING,DUCTWORK AND EQUIPMENT LAYOUTS SHALL BE SUBMITTED ON SCALE e'=V-0"DRAWINGS. AND EQUIPMENT WITH SHEET METAL SCREWS OR BOLTS AND NUTS.DO NOT USE RIVETS AND STAPLES. FOIL/KRAFT VAPOR BARRIER FACING,FLAME SPREAD/SMOKE DEVELOPED RATING OF 25/50.DUCT RCV1510n5 E. INSULATION OF DUCTWORK. AND SHALL BE COORDINATED AND STAMPED BY ALL TRADES.SHOP DRAWINGS SHALL SHOW LOCATION OF ALL INSULATION SHALL HAVE A MINIMUM OF R-8 INSTALLED INSULATION VALUE. F. FANS AND ACCESSORIES. EXISTING AND NEW EQUIPMENT,EXISTING WORK AND NEW WORK. K. PREFABRICATED TRANSVERSE DUCT JOINTS: 07-18-22 ISSUED FOR SCHEMATIC DESIGN c. OUTDOORS UNCONDITIONED SPACE:MINIMUM 1-1/2"THICK RIGID FIBERGLASS BOARD WITH FIELD APPLIED 1 1-04-22 ISSUED FOR PERMIT AFTER SUBSTANTIAL COMPLETION OF ALL WORK,SUBMIT THE FOLLOWING: 1.TRANSVERSE JOINTS IN GALVANIZED SHEET METAL DUCT WORK MAY BE MADE WITH GALVANIZED GASKETED VAPOR BARRIER FOIL JACKETING FOR WEATHER PROTECTION.TAPER INSULATION TO PITCH 1/8"PER FOOT G. AIR DISTRIBUTION DEVICES. FRAME AND ANGLE DUCT JOINT SYSTEM BY DUCTMATE,TDF,TDC OR APPROVED EQUAL.ANGLES SHALL BE AT LEAST FROM THE CENTER OF THE DUCT TO PREVENT WATER PONDING.INSTALLED DUCT INSULATION SHALL A.SUBMIT FIVE(5)COPIES OF ALL AIR BALANCING AND HYDRONIC BALANCING REPORTS FOR APPROVAL. 20 GAUGES.PREFABRICATED TRANSVERSE DUCT JOINTS SHALL NOT BE USED FOR DUCT 16 GA.AND HEAVIER,NOR HAVE A MINIMUM OF R-8 INSULATION VALUE. H. DAMPERS(VARIOUS TYPES). FOR 23 GA.AND LIGHTER. B. SUBMIT A COMPLETE SET OF REPRODUCIBLE"AS BUILT'RECORD DRAWINGS AND THREE(3)SETS OF PRINTS OR I. HANGERS AND SUPPORTS. BUILDING FILES AT COMPLETION OF THE PROJECT,TO INCLUDE DUCTWORK,PIPING AND EQUIPMENT DRAWINGS. L. ELBOWS AND BENDS c. ASTM E-84 MINIMUM FIRE HAZARD RATINGS SHALL BE 25 FLAME SPREAD,50 FUEL CONTRIBUTED AND 50 SCALE a"=V-0". SMOKE DEVELOPED. J. VIBRATION ISOLATION. 1.ELBOWS AND EENDS FOR RECTANGULAR DUCTS SHALL HAVE CENTERLINE RADIUS OF 1.5 TIMES THE DUCT WIDTH C. SUBMIT TWO(2)SETS OF OPERATING AND MAINTENANCE MANUALS FOR EACH PIECE OF HEATING,VENTILATING AND FUME HOOD EXHAUST SHALL BE FULL RADIUS WHENEVER POSSIBLE. 2. ALL SUPPLY AIR AND OUTSIDE AIR INTAKE DUCTWORK TO BE INSULATED WITH FLEXIBLE BLANKET INSULATION. K. IDENTIFICATION,LABELS,TAGS AND VALVE CHARTS. AND AIR CONDITIONING EQUIPMENT INSTALLED UNDER THIS CONTRACT.SUBMIT EACH SET IN A THREE RING BINDER,WITH A TYPED TABLE OF CONTENTS AND THE NAME,ADDRESS AND TELEPHONE NUMBER OF THE 2.WHERE CENTERLINE RADIUS IS LESS THAN 1.5 TIMES DUCT WIDTH(ON SUPPLY,RETURN AND EXHAUST 3. ALL COMBUSTION AIR INTAKE DUCTWORK TO BE INSULATED WITH RIGID FIBERGLASS BOARD INSULATION. L. DRAINAGE FROM EQUIPMENT AS INDICATED. CONTRACTOR,AND THE NAME,ADDRESS AND TELEPHONE NUMBER OF THE MANUFACTURER AND THE LOCAL DUCTWORK),ELBCWS SHALL BE RADIUS THROAT WITH RADIUS HEEL AND FULL LENGTH SPUTTER VANES WHEN DISTRIBUTOR FOR EACH PIECE OF EQUIPMENT. REQUIRED.WHEN CENTERLINE RADIUS(R)DIVIDED BY THE DUCT WIDTH(VV)IS LESS THAN 1.5,PROVIDE THE 4. INSULATION SHALL BE CONTINUOUS THROUGH WALL AND CEILING OPENINGS AND IN SLEEVES. M. SUPPLYING OF MOTOR CONTROLLER. FOLLOWING NUMBER OF SPUTTER VANES: R/W BETWEEN 1.49 AND 0.7=1;R/W BETWEEN 0.69 AND 0.6=2;RAN SUBSTITUTIONS: BETWEEN 0.59 AND 0.55=3.MINIMUM INSIDE RADIUS(NOT CENTERLINE)SHALL BE 2".INSTALL VANES IN ACCORDANCE 5. BOILER BREECHING SHALL BE INSULATED WITH 2"THICK JOHNS-MANVILLE "THERMO-12"BLOCKS,OR APPROVED N. FURNISH AND INSTALL ALL CONTROLS,CONTROL ACCESSORIES AND WIRING. WITH SMACNA. EQUAL,HYDROUS CALCIUM SILICATE INSULATION,HAVING AND AVERAGE THERMAL CONDUCTIVITY NOT TO 0. FINAL CONNECTIONS OF ALL HVAC EQUIPMENT. CONTRACTOR'S SUBSTITUTION OF PRODUCTS OTHER THAN THOSE LISTED MAY NOT BE PERMITTED. SUBMITTALS EXCEED 0.42 BTU/INCH/SQ.FTJ F/HR AT A MEAN TEMPERATURE OF 200 DEGREES FAHRENHEIT. WITH MANUFACTURERS NOT ACCEPTABLE TO THE CONSULTANTS MAY BE REJECTED WITHOUT COMMENT. 3.FOR ROUND DUCTWORK PROVIDE STAMPED ELBOWS,WITH CENTERLINE RADII EQUAL TO 1-1/2 TIMES DUCT DIAMETER;OR GORED ELBOWS AS FOLLOWS: INSULATION SHALL BE INSTALLED WITH JOINTS TIGHTLY BUTTED AND STAGGERED AND SECURED WITH 16.GA. P. PIPING TESTS. ANY OWNER CONSULTANT COSTS MADE NECESSARY BY CONTRACTOR REVISIONS REVISIONS OR SUBSTITUTIONS GALVANIZED,ANNEALED STEEL WIRE ON SQUARE OR RECTANGULAR SURFACES OR z"x.015 GALVANIZED SHALL BE BORNE TO THE CONTRACTOR.THIS INCLUDES ADDITIONAL FILING,EXPEDITING,PRINTING AND ELBOWANGLE NUMBER OF GORES STEEL BANDS ON 12"MAXIMUM CENTERS ON CYLINDRICAL AREAS.WHERE REQUIRED,WELDED STUDS,CLIPS Q. AIR AND HYDRONIC BALANCING. ENGINEERING COSTS. 0°-36° 2 OR ANGLES SHALL BE PROVIDED AS ANCHORS FOR WIRES AND BANDS. R. SUBMISSION OF ALL SHOP DRAWINGS AND SAMPLES LISTED HEREIN, SCAFFOLDING AND RIGGING: 370-720 3 730-90° 5 S. SUBMISSION OF ALL RECORD AND AS-BUILT DRAWINGS. CONTRACTOR SHALL PROVIDE ALL SCAFFOLDING,RIGGING AND SERVICES NECESSARY FOR ERECTION AND ON BREECHING WITH PROJECTING STIFFENERS,6"SQUARE NO.6 GA.WELDED WIRE FABRIC SHALL BE WIRED TO T. SUBMISSION OF ALL BALANCING REPORTS. RUNNERS DELIVERY ONTO THE PREMISES OF ALL MATERIALS FURNISHED AND/OR INSTALLED UNDER THIS SECTION OF THE U SQUARE THROAT ELBOWS SHALL HAVE DOUBLE THICKNESS TURNING VANES. SECURELY FASTEN VANES TO STIFFENERS AND INSULATION SECURED BY WIRING AND FABRIC. SPECIFICATIONS AND REMOVE SAME FROM PREMISES WHEN NO LONGER REQUIRED. NNERS FOR QUIET,VIBRATION FREE OPERATION. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND OVER THE INSULATION,1"HEXAGONAL MESH WIRE SHALL BE TIGHTLY STRETCHED IN PLACE WITH EDGES LACED U. SUBMISSION OF ALL OPERATIONS AND MAINTENANCE MANUALS. CLEAN UP: M. ROUND DUCTWORK.- TOGETHER. FINISH SHALL BE JOHNS-MANVILLE NO. 375 INSULATING AND FINISHING CEMENT OR APPROVED EQUAL, AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. APPLIED 4'THICK IN ONE COAT,TROWELLED TO SMOOTH FINISH. ALL CORNERS ARE TO BE REINFORCED WITH V. EQUIPMENT START-UP AND TRAINING OF OWNER'S STAFF. 1 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A CONTRACTOR SHALL MAINTAIN CONSTRUCTION SITE IN A CLEAN AND ORDERLY CONDITION AND SHALL REMOVE ALL . SPIRAL SEAM CONSTRUCTION. GALVANIZED STEEL. GAUGES:HIGH PRESSURE DUCT MANUAL,LATEST EDITION. CORNER BEAD. W. THIS CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR START-UP AND 24 HR/DAY SERVICE WITHIN AN TRASH FROM THE PREMISES ON A DAILY BASIS AND PRIOR TO ACCEPTANCE OF THE WORK AS DIRECTED BY THE VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. MAXIMUM RESPONSE TIME OF Z YEARS AND QUARTERLY PREVENTIVE MAINTENANCE(CHANGE OF FILTERS,ETC.) OWNER. 2. FITTINGS:HIGH PRESSURE DUCT MANUAL.CONICAL TEES AND CROSSES,UNLESS OTHERWISE PERMITTED. VIBRATION ISOLATION: STATE EDUCATION LAW. FOR A PERIOD OF ONE YEAR FOR ALL EQUIPMENT.THE COST OF THIS SHALL BE INCLUDED IN THIS CONTRACT. REMOVAL OF EXISTING WORK: 3. JOINTS: A. PROVIDE VIBRATION ISOLATION FOR EQUIPMENT,PIPING AND DUCTWORK. PROVIDE SUPPLEMENTARY STEEL WHERE Drawing Title X. MAINTAIN ALL EXISTING MECHANICAL SERVICES IN THE BUILDING ARES NOT AFFECTED BY THE ALTERATIONS DURING a.INTERIOR SLIP COUPLING BEADED AT CENTER: FASTENED TO DUCT WITH SCREWS. SEALING COMPOUND EQUIPMENT CANNOT SUSTAIN POINT SPRING LOADS. GENERAL WORK ALL EXISTING CONDITIONS CANNOT BE COMPLETELY DETAILED ON THE DRAWINGS CONTRACTOR THE PROGRESS OF THE WORK,INCLUDING PROVIDING ALL TEMPORARY PIPING,CAPS,PROTECTIVE DEVICES, REMOVAL AND RELOCATION OF CERTAIN EXISTING WORK WILL BE NECESSARY FOR THE PERFORMANCE APPLIED CONTINJOUSLY AROUND JOINT BEFORE ASSEMBLING AND AFTER FASTENING. WRAP JOINTS WITH 3 INCH MECHANICAL CONNECTIONS AND EQUIPMENT REQUIRED. . . B. SEISMIC RESTRAINT: THIS CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL ISOLATED EQUIPMENT AS SURVEYING THE SITE SHALL MAKE ALL NECESSARY CHANGES REQUIRED BASED ON EXISTING CONDITIONS FOR DUCT TAPE. REQUIRED IN ACCORDANCE WITH THE REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION. Y. SECURE PERMITS,LICENSES AND CERTIFICATES,PAY ALL FEES AND CHARGES FOR ALL WORK INSTALLED CERTIFYING PROPER INSTALLATION OF NEW YORK AND INCLUDE ALL THE MATERIALS AND REQUIRED WORK IN HIS BID PRICE. N. FIRE DAMPERS:SIMILAR TO RUSKIN SPRING LOADED CURTAIN TYPE ILI WITH BLADES OUTSIDE AIR STREAM 5PECIfICATION5 COMPLIANCE WITH LOCAL CODES AND GOVERNING AUTHORITIES.DELIVER CERTIFICATES TO BUILDING NO ALLOWANCE WILL BE MADE FOR FAILURE TO DO S0. COORDINATE TIMETABLE FOR ALL CONSTRUCTION GALVANIZED STEEL CONSTRUCTION,EQUIPPED WITH FUSIBLE LINK,UL LISTED AND INSTALLED IN CONFORMANCE WITH C. PROVIDE LEVELING DEVICE AND APPROVED RESILIENT RESTRAINING DEVICES AS REQUIRED TO LIMIT EQUIPMENT MANAGEMENT OFFICE PRIOR To)THE COMMENCEMENT OF ALL WORK. OPERATIONS WITH BUILDING OWNER. UL555 AND NFPA STANDARD 9OA AND APPROVED FOR USE BY NYC BSA#100 65 SM AND ALL AUTHORITIES HAVING AND PIPING MOTION IN EXCESS OF; INCH. �, GUARANTEE: JURISDICTION. SCTM# 1000-1 OG-G-3 APP No: Z. ALL SCAFFOLDING AND RIGGING A��REQUIRED FOR HVAC INSTALLATION. D. RUBBER PADS NOT ACCEPTED. AA.ALL POWER WIRING AS CONTROL WIRING. THIS CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE TO REPLACE OR REPAIR PROMPTLY,AND ASSUME FULL E. ALL FLOOR MOUNTED EQUIPMENT SHALL BE ERECTED ON FOUR INCH(MINIMUM)CONCRETE PADS PROVIDED UNDER SCDHS No.: JM2 #: 2022-OG42 RESPONSIBILITY OF ALL EXPENSES INCURRED FOR ANY WORKMANSHIP AND/OR EQUIPMENT IN WHICH DEFECTS 0.VOLUME DAMPERS:GALVANIZED STEEL PER SMACNA"LOWVELOCITY MANUAL",EXCEPT PROVIDE BEARING AT ONE END GENERAL CONSTRUCTION OVER THE COMPLETE FLOOR AREA OF THE EQUIPMENT,COORDINATE WITH GENERAL OCCUR WITHIN ONE YEAR FROM DATE OF ACCEPTANCE BY OWNER. OF DAMPER ROD AND QUADRANT,WITH LEVER AND LOCK SCREWAT OTHER END.FOR INSULATED DUCTS,PROVIDE 2" CONTRACTOR. Plannln #: _ DATE: 5/3/2022 BE. ALL SPECIAL AND PROGRESS ACINSPECTIONSORAC AS REQUIRED BY THE NEW YORK CITY BUILDING CODE,ARE THE HANDLE EXTENSION TO CLEAR INSULATION,INSTALL WITH LEVERS ACCESSIBLE.BALANCING DAMPERS SHALL BE THE g RESPONSIBILITY OF THE HVAC CONTRACTOR. OPPOSED BLADE TYPE. (DAMPERS LARGER THAN 12"IN HEIGHT SHALL BE OPPOSED MULTIBLADE TYPE.) F. UNLESS OTHERWISE NOTED,SPRING TYPE VIBRATION ISOLATORS SHALL BE USED FOR ALL EQUIPMENT DRIVEN BY SEAL SIGNATURE: DESIGNED BY: BG CC. FURNISH"EQUIPMENT USE PERMITS"AS REQUIRED. WARRANTIES: P. ACCESS DOORS:INSULATED OR UN-INSULATED,SAME AS DUCT. MOTORS OF 3 HP AND LARGER. DD. IT IS NOT THE INTENTION OF THESE SPECIFICATIONS TO DESCRIBE,NOR THE CONTRACT DRAWINGS TO SHOW IN THIS CONTRACTOR SHALL FURNISH THE OWNER WITH MANUFACTURER WARRANTY INFORMATION FOR EACH G. UNLESS OTHERWISE NOTED,EQUIPMENT DRIVEN BY MOTORS 2 HP AND SMALLER SHALL BE ISOLATED BY MEANS OF f "E CHECKED BY: AP5 INDIVIDUAL PIECE OF MAJOR HVAC EQUIPMENT,INCLUDING PUMPS,BOILER,BREECHING,AIR CONDITIONING UNITS, 1.PROVIDE MINIMUM 20 x 14"IN MAIN DUCT AND 12"x 6"ON BRANCH DUCTS,UNLESS OTHERWISE NOTED,AT FIRE DETAIL,ALL THE VARIOUS PIECES OF APPARATUS AND APPURTENANCES AND THEIR CONNECTIONS. THIS DAMPERS. ELASTOMETIC MOUNTS OR ELASTOMERIC HANGERS PROPERLY SIZED FOR I INCH DEFLECTION. �`t �R S,q �.� SCALE: As indicated CONTRACTOR SHALL,AS PART OF THE CONTRACT,FURNISH AND INSTALL ALL INCIDENTALS,SUCH AS PIPING COILS,CABINET AND UNIT HEATERS,FINNED TUBE RADIATION,FAN COIL UNITS,AIR HANDLING UNITS,FANS,CONTROLS, FITTINGS,VALVES,ETC. REQUIRED TO COMPLETE THE INSTALLATION OF THE EQUIPMENT. THE CONTRACTOR ETC.,AND ALL ASSOCIATED ACCESSORIES. H. EQUIP SPRING ISOLATORS WITH SOUND DEADENING PADS AND LEVELING BOLTS. �`,�► SHALL REFER TO THE ARCHITE(:TURAL,ELECTRICAL,PLUMBING AND SPRINKLER DRAWINGS FOR EXACT LOCATIONS 2.ALL ACCESS DOOR3 TO BE HINGED,WITH LATCH SIMILAR TO VENTLOCK#100. q. � DWG No: OBTAIN WARRANTIES EXECUTED IN DUPLICATE BY RESPONSIBLE SUBCONTRACTORS,SUPPLIERS,AND OF FIXTURES AND EQUIPMENT INCLUDING TYPES AND QUANTITIES. I. ISOLATORS FOR EQUIPMENT INSTALLED OUTDOORS SHALL BE DESIGNED TO PROVIDE ADEQUATE RESTRAINT DUE TO MANUFACTURERS,WITHIN TEN(10)DAYS AFTER COMPLETION OF APPLICABLE ITEM OF WORK. EXCEPT ITEMS PUT INTO 3.GAUGES OF DOOR MATERIALS,NUMBER OF HINGES,NUMBER AND TYPE OF DOOR LOCKS SHALL BE AS REQUIRED BY � w SMACNA DUCT CONSTRUCTION STANDARDS. NORMAL WIND CONDITIONS AND TO WITHSTAND WIND LOADS OF 30 LBSISQ.FT.APPLIED TO ANY EXPOSED STANDARDS AND CODES: USE WITH OWNERS PERMISSION,LEAVE DATE OF BEGINNING OF TIME OF WARRANTY UNTIL THE DATE OF SUBSTANTIAL SURFACE OF THE ISOLATED EQUIPMENT. COMPLETION IS DETERMINED. A 1dtt7M = 701 4� Lti',i• R�FESStQNp "It is a violation of the State Education Law for any person.F rC iteCt 0 eCor J. PROVIDE WEATHERPROOF CONSTRUCTION FOR ISOLATORS EXPOSED TO OUTSIDE AIR CONDITIONS. unless he or she is acting under the direction of a licensed c. IF QUESTIONS ARISE,TESTS OR PORTIONS OF TESTS SHALL BE REPEATED IN PRESENCE OF ARCHITECT. professional engineer to alter an item in anyway, on this K. AT EACH EQUIPMENT LOCATION,PROVIDE THE REQUIRED DEFLECTION UNDER THE IMPOSED LOAD AND PRODUCE drawing and/or in this specification in anyway. If any such UNIFORM LOADING AND DEFLECTION EVEN WHEN EQUIPMENT WEIGHT IS NOT EVENLY DISTRIBUTED. AUTOMATIC CONTROLS: item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his JM2 L. VIBRATION ISOLATORS: NOTE THAT WHERE LISTED,REFERENCE IS TO MASON INDUSTRIES INC. A. THIS CONTRACTOR IS TO FURNISH AND INSTALL,AS REQUIRED,ELECTRONIC ANALOG CONTROLS,ALL NECESSARY or her signature and the date of such alteration, and a COMPONENTS,CONTROL WIRING,INTERLOCK WIRING,CONTRACTORS,RELAYS,STARTERS,CONTROL specific description of the alteration."RING, a This plan is approved only for the work indicated on the , itecture P.c. M. SPRING ISOLATORS: FOR CEILING MOUNTED EQUIPMENT: TYPE 30N. TRANSFORMERS,ALARMS,EQUIPMENTS,ETC. TO ACHIEVE DESIRED CONTROL OPERATION FOR THE AIR application specification sheet. all other matters are not to be FOR FLOOR MOUNTED EQUIPMENT: TYPE SLF. CONDITIONING AND HEATING SYSTEMS. MECHANICAL CONTRACTOR IS TO RETAIN THE SERVICES QUALIFIED relied upon, or to be considered as either being approved or AUTOMATIC CONTROL CONTRACTOR. in accordance with applicable codes. JM2 ARCHITECTURE, PC N. FLEXIBLE CONNECTORS: ELASTOMER TYPE FC-1; MANUFACTURED OF NYLON TIRE CORD AND EPDM, BOTH MOLDED 24 I 0 NORTH OCEAN AVENUE AND CURED WITH HYDRAULIC PRESSES. STRAIGHT CONNECTORS TO HAVE TWO SPHERES REINFORCED WITH A 1. AIR CONDITIONING UNIT: SHALL BE CONTROLLED BY WALL MOUNTED 2-STAGE COOLING AND HEATING MOLDED IN EXTERNAL DUCTILE IRON RING BETWEEN SPHERES. ELBOWS SHALL BE LONG RADIUS REDUCING TYPE, THERMOSTAT AND CONTROLS. UNIT TO CYCLE ON AND OFF TO MAINTAIN DESIGNED ROOM TEMPERATURE. SUITE 300 RATED 300 PSI AT 170 DEG.F.DROPPING IN A STRAIGHT LINE TO 170 PSI AT 250 DEG.F. FOR SIZES 1-1/2 INCH TO 12 FARMINGVILLE, NY, 1 1738 INCH ELBOWS. ELBOWS SHALL BE RATED NO LESS THAN 90 PERCENT OF STRAIGHT CONNECTIONS. SIZE 10 INCH 2. COMMERCIAL TOILET EXHAUST FANS: TO RUN VIA WALL MOUNTED SWITCH. AND 12 INCH TO EMPLOY CAI3LES WITH NEOPRENE END FITTINGS ISOLATED FROM ANCHOR PLATES BY MEANS OF 12T G3 I .320.3305 F I G3 I .320.3307 INCH BRIDGE BEARING NEOPRENE BUSHINGS. MINIMUM SAFETY FACTOR,4 TO 1 AT MAXIMUM PRESSURE RATINGS. 3. EACH FAN OVER 2000 CFM SHALL BE PROVIDED WITH A NEW DUCT MOUNTED SMOKE DETECTOR OF THE SUBMITTALS TO INCLUDE TEST REPORTS. MASON Ti'PE MFTNC SUPERFLEX. IONIZATION TYPE IN THE SUPPLY DUCT OUT OF AND RETURN DUCT INTO EACH UNIT,WHICH WILL STOP THE Ap p I 1 ca n t: SUPPLY FAN SHOULD PRODUCTS OF COMBUSTION BE SENSED. PROVIDE AUXILIARY CONTACTS AND MANUAL 0. EQUIPMENT ISOLATION: PROVIDE 1 INCH CLEARANCE BETWEEN EQUIPMENT OR STRUCTURAL BASES AND RESET SMOKE DETECTOR. Anthony Martignetti HOUSEKEEPING PAD. ISOLATING MOUNTING DEFLECTION, 1 INCH MINIMUM UNLESS OTHERWISE SPECIFIED OR 8 East 92nd St, Apt 3 SCHEDULED ON DRAWINGS. DUCT MOUNTED DETECTOR SHALL BE SIMILAR TO PYROTRONICS MODEL SA-31 SERIES 3/X3 AIR DUCT HOUSING WITH POWER SUPPLY FOR SELF CONTAINED UNIT OPERATION AND WITH COVER SERIES 3 IONIZATION New York, NY 10 128 P. INSTALLATION: IN ACCORDANCE WITH SPECIFICATIONS AND MANUFACTURER'S WRITTEN INSTRUCTIONS. DETECTORS. (9 1 7) 535 - 3777 IDENTIFICATION OF EQUIPMENT AND CONTROLS: THE CONTRACTOR TO PROVIDE DETECTOR,WIRED BY ELECTRICAL CONTRACTOR. Architect of Record : ALL EQUIPMENT SHALL BE STENCILED OR LABELED WITH LAMACOID PLATES SCREWED THEREON WHICH SHALL B. MECHANICAL CONTRACTOR SHALL INSTALL ALL AUTOMATIC CONTROL VALVES,THERMOSTATS,THERMOSTAT JM2 Architecture, PC INDICATE SYSTEM SERVICE AND UNIT DESIGNATION. ALL PIPING SYSTEMS SHALL BE IDENTIFIED AS TO THEIR SUBBASES,SAFETY CONTROLS,WELLS AND OTHER PIPE MOUNTED CONTROL DEVICES FURNISHED BY THE CONTENT AND DIRECTION OF FLOW WITH MARKERS SIMILAR TO SETON SETMARK PIPE MARKERS EVERY 25 FEET OF AUTOMATIC CONTROL SUBCONTRACTOR UNDER THE SUPERVISION OF THE AUTOMATIC CONTROL CONTRACTOR. 24 10 North Ocean Ave, Suite 300 HORIZONTAL RUN AND MINIMUM ONE PER ROOM.MOTOR STARTERS SHALL BE PROVIDED WITH LAMACOID PLATES, Farmingville, NY, 1 1738 WHICH INDICATE SYSTEM SERVED. EACH MARKER BACKGROUND IS TO BE COLOR CODED WITH A CLEARLY PRINTED FIRE EXTINGUISHERS: LEGEND TO IDENTIFY THE CONTENTS OF THE PIPE CONFORMANCE WITH"SCHEME FOR THE IDENTIFICATION OF (63 I) 320 - 3305 PIPING SYSTEMS"(ASA A13.1-1956). THE CONTRACTOR SHALL FURNISH IN EACH BOILER ROOM ONE(1)10 LB.ABC TYPE DRY CHEMICAL FIRE EXTINGUISHER AS MANUFACTURED BY KIDDIE&CO.OR APPROVED EQUAL,AND SHALL BE MOUNTED ON WALL BRACKET WITH HIGH MEP E n 91 n ee r: SLEEVES AND PENETRATIONS: VISIBILITY SIGN IN THE BOILER ROOM NEAR THE DOOR AND/OR AS DIRECTED BY THE ENGINEER, Emtec Consulting Engineers DPC A. PIPE SLEEVES: SLEEVES THROUGH FLOORS AND THROUGH EXTERIOR,STRUCTURAL AND FIRE RATED CONSTRUCTION METHODS: 3555 Veteran5 Memorial Highway, Suite M CONSTRUCTION SHALL BE HOT DIPPED GALVANIZED SCHEDULE 40 STEEL PIPE. SLEEVES THROUGH PARTITIONS Ronkonkoma, NY I 1 779 AND NON FIRE RATED CONSTRUCTION SHALL BE 26 GAUGE GALVANIZED STEEL WITH LOCK LONGITUDINAL A. CONTRACTOR TO FOLLOW MANUFACTURER'S RECOMMENDATIONS AND BUILDING STANDARDS FOR PROPER SEAMS,OR APPROVED PLASTIC PIPE. MOUNTING OF ALL EQUIPMENT. (G3 I) 35G - 2 17G B. DUCT SLEEVES AND OPENINGS: SLEEVES THROUGH FLOORS,THROUGH EXTERIOR,STRUCTURAL AND FIRE RATED B. ALL FLOOR MOUNTED EQUIPMENT TO BE MOUNTED WITH VIBRATION ISOLATORS IN AN APPROVED MANNER. 5 u rveyo r: CONSTRUCTION AND THROUGH SMOKE PARTITIONS THAT REQUIRE SMOKE DAMPERS SHALL BE SCHEDULE 40 PROVIDE ADDITIONAL FRAMING AS REQUIRED. Nathan Taft Corwin GALVANIZED STEEL PIPE FOR ROUND DUCT AND SHALL MEET SMACNA FIRE DAMPER AND HEAT STOP GUIDE FOR 158G Main Road, RECTANGULAR AND FLAT OVAL DUCTS. FIREPROOF PACKING SHALL BE APPLIED TO SEAL ANY OPENINGS C. SUPPORT ALL CEILING MOUNTED EQUIPMENT AND DUCTWORK FROM BUILDING STRUCTURE AND/OR FRAMING IN AN BETWEEN SLEEVE AND WALL. MATERIALS SHALL MAINTAIN THE FIRE RATING OF THE WALL,AND SHALL BE APPROVED MANNER. WHERE OVERHEAD CONSTRUCTION DOES NOT PERMIT FASTENING OF SUPPORTS AND Jame5port, NY 1 1547 INSTALLED IN ACCORDANCE WITH THE SMACNA FIRE DAMPER AND HEAT STOP GUIDE. OPENINGS IN WALLS, EQUIPMENT,PROVIDE ADDITIONAL STEEL FRAMING AND SUBMIT FOR APPROVAL. (G3 1) 727 - 2050 PARTITIONS AND OTHER FIRE RATED CONSTRUCTION THAT DO NOT REQUIRE SMOKE DAMPERS SHALL MEET NFPA 90A,SECTION 3-3.8, D. SEAL ALL WALL,FLOOR AND SLAB PENETRATIONS AS PER THE REQUIRED RATING OF SAME: TWO(2)HOURS FOR WALLS;AND THREE(3)HOURS AT STAIR ENCLOSURES,BEAMS AND FLOORS. COORDINATE WITH ARCHITECTURAL Project Name C. PIPE SLEEVE PACKING: PACKING BETWEEN THE PIPE AND THE SLEEVE(OR WALL OR SLAB OPENING)IN FIRE DRAWINGS. RATED WALLS OR SLABS SHALL BE IN COMBINATION OF FIREPROOF INSULATION AND FIREPROOF CAULK. THE COMBINATION OF MATERIALS SHALL HAVE THE SAME FORE RATING,IN HOURS,AS THE WALL OR SLAB,AS E. SEAL OPENING AROUND DUCTS THROUGH PARTITIONS,WALLS,FLOORS AND SLABS(NOT IN SHAFTS)WITH MINERAL 5775 W Mill Road TESTED IN ACCORDANCE WITH THE LATEST EDITION OF ASTM-814(UL 1479).THE COMBINATION OF MATERIALS WOOL OR OTHER NONCOMBUSTIBLE MATERIALS AND FINISH AS DETERMINED BY ARCHITECT OR EXISTING SHALL BE CLASSIFIED BY UL,(FILL,VOID OR CAVITY MATERIALS)FOR THE FIRE RATING REQUIRED AND SHALL BE BUILDING STANDARDS. LISTED AS A NUMBERED SYSTEM IN THE UL FIRE RESISTANCE DIRECTORY. FIBERGLASS SHALL NOT BE USED AS THE INSULATION MATERIAL. F. PROVIDE ALL NECESSARY FLASHING AND COUNTER FLASHING TO MAINTAIN THE WATERPROOFING INTEGRITY OF Project Address THIS BUILDING AS REQUIRED BY THE INSTALLATION OR REMOVAL OF PIPES,DUCTS,AND CONDUITS,PROVIDE D. ACCEPTABLE FIREPROOF INSULATION MATERIALS SHALL BE KAOLIN(KAOWOOL BY BABCOCK AND WILCOX); SLEEVES FOR DUCT AND PIPING. 5775 W Mill Rd, CERAMIC FIBER BLANKET(FIBERFRAX BY STANDARD OIL)OR FIRE RATED MINERAL WOOL(THERMAFIBER BY USG). ACCEPTABLE FIREPROOF CAULKS SHALL BE SILICONE(FIRESTOP BY DOW CORNING,HILTI CS240); G. CONTRACTOR TO COORDINATE EXACT LOCATION OF ALL EQUIPMENT,DUCT ROUTING WITH ARCHITECT,BUILDING M a tt i t u c k, NY 1 CERAMIC FIBER(FYREPU TY BY STANDARD OIL)OR INTUMESCENT SYNTHETIC ELASTOMER(FIRE BARRIER OWNER AND OTHER TRADES. CAULK BY 3M,HILTI CS2420) EQUIPMENT START UP AND TESTING: Project Type E. PACKING FOR SLEEVES THAT DO NOT REQUIRE MAINTENANCE OF FIRE RATING SHALL BE OAKUM,SILICATE FOAM, CERAMIC FIBRE OR MINERAL FIBRE WITH APPROVED SEALANT. PACK OR FOAM TO WITHIN 1"OF WATERPROOF A. UPON COMPLETION OF ALL SYSTEMS,PROVIDE THE SERVICES OF AN EXPERIENCED AND COMPETENT MASTIC SURFACE FINISH OR SILICONE CAULKING, MANUFACTURER'S REPRESENTATIVE TO START UP ALL HVAC SYSTEMS AND EQUIPMENT TO DE BUG ANY Renovation PROBLEMS. PROVIDE TEMPORARY FILTERS TO ELIMINATE CONSTRUCTION AND DEBRIS. INSTALL PERMENANT GENERAL BALANCING REQUIREMENTS: FILTERS PRIOR TO BUILDING OCCUPANCY BY OWNER. A. PROVIDE QUALIFIED PERSONNEL,EQUIPMENT AND SERVICES FOR BALANCING AND ADJUSTING OF MECHANICAL B. AN ACTUAL TEST OF THE SPECIFIED EQUIPMENT SHALL BE CONDUCTED BY THE MANUFACTURER'S Revisions SYSTEMS. SUBMIT RESUMES AT DEMONSTRATION OF BALANCING MEETING. PERSONNEL SHALL BE REPRESENTATIVE. DURING THE TEST,THE MANUFACTURER SHALL DEMONSTRATE TO THE SATISFACTION OF THE EXPERIENCED AND QUALIFIED TO PERFORM,RECORD,EVALUATE ALL PROCEDURES CONTAINED HERE AND/OR OWNER THAT THE SPECIFIED EQUIPMENT IS OPERATING IN CONFORMANCE WITH THESE SPECIFICATIONS. 07-18-22 ISSUED FOR SCHEMATIC DESIGN AS OUTLINED ON DRAWINGS. 1 1-04-22 ISSUED FOR PERMIT C. UPON COMPLETION OF THE STARTUP AND TESTING WORK,THE MANUFACTURER SHALL CERTIFY IN WRITING THAT B. SUBMIT PROCEDURES,RECORDING FORMS,AND TEST EQUIPMENT FOR REVIEW PRIOR TO BALANCING,AS THE SPECIFIED EQUIPMENT HAS BEEN INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S FOLLOWS: RECOMMENDATIONS AND THAT ALL SYSTEM COMPONENTS ARE OPERATING PROPERLY,SAFELY,AND AT THE SPECIFIED PERFORMANCE REQUIREMENTS. 1. BALANCING PROCEDURE OR SEQUENCE AS CONTAINED HEREIN. TRAINING: 2. RECORDING FORMS USED FOR BALANCING MUST BE SUBMITTED TO ARCHITECT FOR APPROVAL BEFORE BALANCING IS STARTED. AT THE COMPLETION OF CONSTRUCTION AND PRIOR TO OCCUPANCY OF THIS FACILITY,THIS CONTRACTOR MUST PROVIDE ON SITE DEMONSTRATION AND INSTRUCTION/TRAINING TO STAFF FOR USER PROCEDURES PERTAINING TO 3. FAILURE TO SUBMIT FORMS MAY RESULT IN REJECTION OF ENTIRE SUBMITTAL. ALL HVAC SYSTEMS,CONTROLS AND MAINTENANCE REQUIREMENTS. CONTRACTOR MUST SUBMIT ALL"OPERATION AND MAINTENANCE"MANUALS AND"AS BUILT'DRAWINGS PRIOR TO SCHEDULING THIS TRAINING. 4. SUBMIT DESCRIPTION OF BALANCING EQUIPMENT BEING USED. C. BALANCING SHALL NOT BEGIN UNTIL ALL SYSTEMS HAVE BEEN INSTALLED COMPLETELY AND ARE CAPABLE OF NORMAL OPERATION. AIR SYSTEM BALANCING: A. A TESTING AGENCY CERTIFIED BY THE NATIONAL ENVIRONMENTAL BALANCING BUREAU(NEBB)OR THE TESTING, ADJUSTING,AND BALANCING BUREAU(TABB)SHALL BALANCE,ADJUST AND TEST MOTORS,SYSTEMS,AIR MOVING EQUIPMENT AND DISTRIBUTION,SUPPLY,RETURN AND EXHAUST SYSTEMS,PER THE REQUIREMENTS BELOW,UP TO 3 SEPARATE TIMES TO SATISFY THE REQUIREMENTS OF THE ENGINEER: 1. ADJUST BLOWER RPM TO DESIGN REQUIREMENTS AND RECORD. TEST AND RECORD MOTOR FULL LOAD AMPERES,CONTRACTOR SHALL REPLACE SHEAVES AND PULLEYS AS NECESSARY TO ACHIEVE THE SPECIFIED PERFORMANCE. 2. MAKE PITOT TUBE TRANSVERSE OF MAIN SUPPLY,RETURN AND EXHAUST AND OBTAIN DESIGN CFM AT FANS. 3. TEST AND RECORD SYSTEM STATIC PRESSURE SUCTION AND DISCHARGE. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. 4. TEST AND RECORD ENTERING AIR TEMPERATURES. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A 5. BALANCE AND ADJUST;iUPPLY AIR SYSTEMS IN FINISHED AREAS OF BUILDING: VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. a. BALANCE AND ADJUST AS REQUIRED TO DELIVER VOLUME OF AIR IN EACH AIR OUTLET WITHIN 10%OF STATE EDUCATION LAW. DESIGN FLOW SHOWN IN DRAWINGS. Drawing Title b. READJUST AIR VOLUMES AFTER OCCUPANCY, AS REQUIRED TO PROPERLY BALANCE HEATING AND MECHANICAL COOLING LOADS THROUGHOUT CONDITIONED AREAS. 6. BALANCE SUPPLY AIR SYSTEMS IN UNFINISHED AREAS: 5FECIfICATION5 a. SUPPLY AIR SYSTEMS SHALL BE BALANCED AFTER INSTALLATION OF ITEMS RELATED TO SAME SYSTEMS WITH EXCEPTION OF DUCT TAPS TO AIR DIFFUSERS IN INTERIOR ZONES. SCTM# 1000-I OG-G-3 APP No: b. BALANCE AS REQUIRED TO DELIVER AIR VOLUME AT OUTLETS 10%OF DESIGN FLOW SHOWN IN DRAWINGS. c. PROVIDE SUFFICIENT TEMPORARY OPENINGS IN INTERIOR ZONE DUCT SYSTEMS TO ADJUST INTERIOR SCDHS No.: JM2 #: 2022-0042 NE AIR VOLUMES. Planning #: _ DATE: 5/3/2022 d. READJUST AIR VOLUMES AFTER COMPLETIONS AND OCCUPANCY,AS REQUIRED TO PROPERLY BALANCE SEAL t SIGNATURE: DESIGNED BY: Bo HEATING AND COOLING LOADS THROUGHOUT CONDITIONED AREAS. O iNEIV CHECKED BY: AP5 7. ADJUST TOILET EXHAUST AND RELIEF AIR SYSTEMS AS REQUIRED TO DELIVER AIR VOLUMES AT INLETS r� WITHIN 10%OF DESIGN FLOW. SCALE: A5 indicated 8. ADJUST MISCELLANEOUS VENTILATION SYSTEMS AS REQUIRED TO DELIVER AIR VOLUMES AT INLETS AND OUTLETS WITHIN 1006 OF DESIGN FLOW. * DWG No: a. BALANCING REPORT MUST BE PROVIDED ON AABC-TYPE FORMS. ppµ s' rt. " C� b. COMPILE TEST DATA,AND SUBMIT TO ARCHITECT FOR APPROVAL. � 2!r007 41 �,�.�► R�FESSM = 702 taNp ' I 11 1 if :11 1 11tfln" '' II111 " tl rt rvnin °o r 1 1 l� I II 1 Ili ��1� I l 11 III 1 _ I "It is a violation of the State Education Law for any person, Architect of Record: unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his JM2 GENERAL NOTES SYMBOL LIST ABBREVIATIONS: or her signature and the date of such alteration, and a specific description of the alteration." �� itecture �?C. This plan is approved only for the work indicated on the SYMBOL DESCRIPTION application specification sheet. all other matters are not to be 1. ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST EDITION OF NATIONAL ELECTRIC CODE (NEC), BUILDING CODE OF NEW A AMPERE J JUNCTION BOX relied upon, or to be considered as either being approved or YORK STATE AND ALL OTHER APPLICABLE LOCAL CODES. AC AIR CONDITIONING UNIT in accordance with applicable codes. JM2 ARCHITECTURE, PC GENERAL JB JUNCTION BOX 2410 NORTH OCEAN AVENUE 2. THE MINIMUM SIZE WIRE SHALL BE #12 COPPER AND ALL WIRE SHALL BE ENCLOSED IN CONDUIT WITH A MINIMUM SIZE OF 3/4". HOME RUN. N0. OF ARROWS INDICTED N0. ACC AIR COOLED CONDENSING UNIT KCMIL THOUSAND CIRCULAR MILS SUITE 300 3. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH RESPONSIBLE TRADES TO CUT, PATCH AND REPAIR ALL WALL, FLOOR AND OF CIRCUITS AIC AMPERE INTERRUPTING CAPACITY KVA KILOVOLT AMPERE FARMINGVILLE, NY, 1 1738 CEILING PENETRATIONS AS NEEDED, TO MATCH. HASH MARKS INDICATE #12 AWG CONDUCTORS IN T I G31 .320.3305 FI G31 .320.3307 EXCESS OF TWO. AHU AIR HANDLING UNIT KW KILOWATT 4. ALL FIRE RATED WALL PENETRATIONS MUST BE FIRE STOPPED, INCLUDING ANY AIR PIPING, CONDUIT, CABLE TRAYS, ETC. CONCEALED CIRCUITING RUN IN HUNG SPACE Applicant: AFF ABOVE FINISHED FLOOR LRA LOCKED ROTOR AMPERE pp 5. PROVIDE ALL REQUIRED PULLBOXES AND MISCELLANEOUS HARDWARE FOR ALL CONDUIT RUNS. ALL CONDUITS SHALL BE PROPERLY &/ OR WALLS Anthony Martignettl SUPPORTED. i CIRCUITING RUN IN OR BELOW SLAB ANN ANNUNCIATOR LTG LIGHTING 8 East 92nd St, Apt 3 AP ACCESS POINT New York, NY 10128 6. ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED. ___ CONDUIT IN SLAB RUN TO MAX MAXIMUM (917) 535 - 3777 0- 7. BALANCE PANELBOARD LOADS EQUALLY OVER ALL PHASES. NEAREST WALL OR COLUMN ARF ABOVE RAISED FLOOR MCA MINIMUM CIRCUIT AMPERE Architect of Record : - 8. UNLESS OTHERWISE NOTED, ALL EQUIPMENT INSTALLED INDOORS SHALL HAVE NEMA 1 ENCLOSURE AND ALL EQUIPMENT INSTALLED � WIRING/ CDT TURNING UP AWG AMERICAN WIRE GAUGE MCB MAIN CIRCUIT BREAKER JM2 Architecture, PC OUTDOORS SHALL HAVE NEMA 3R ENCLOSURES. 0--- WIRING/ CDT TURNING DOWN BKR BREAKER MER MECHANICAL EQUIPMENT ROOM 2410 North Ocean Ave, Suite 300 9. PROVIDE LIQUIDTITE FLEXIBLE CONDUIT CONNECTIONS AT ALL EQUIPMENT SUBJECT TO VIBRATION. BLDG BUILDING Farmingville, NY, 1 1738 LV-10. ALL PANELBOARDS AND ELECTRICAL DISTRIBUTION EQUIPMENT FURNISHED OR UTILIZED UNDER THIS PROJECT SHALL BE PROVIDED LOW VOLTAGE WIRING C CONDUIT OR CONTACTOR MIN MINIMUM (63 I) 320 - 3305 WITH PHENOLIC NAMEPLATES INDICATING THE PANEL NAME AND WHERE IT IS FED FROM. MLO MAIN LUGS ONLY MEP En I neer: JUNCTION BOX EXPOSED OR WALL MITI) CAB CABINET g 11. CIRCUIT NUMBERS SHOWN ON PLANS ARE FOR REFERENCE PURPOSES ONLY. MOCP MAXIMUM OVERCURRENT Emtec Consulting Englneer5 DPC PANELBOARD- SURFACE MOUNT (PLAN VIEW) CB CIRCUIT BREAKER PROTECTION 3555 Veterans Memorial Highway, Suite M 12. REFER TO SPECIFICATION FOR ADDITIONAL REQUIREMENTS. CKT CIRCUIT MTD MOUNTED Ronkonkoma, NY 11779 !".." PANELBOARD- FLUSH MOUNT MOUNT (PLAN VIEW) (63 I) 35G - 2 17G 15. THE DETERMINED BUILDING SEISMIC DESIGN CATEGORY IS "B". THIS PORTION OF THE PROJECT IS EXEMPT FROM SEISMIC CLG CEILING MTG MOUNTING CONSTRAINTS AS PER BUILDING CODE OF NEW YORK STATE, SECTION: 1613 AND ASCE-7 CHAPTER 13." t/a 20o MOTOR, NUMERICAL INDICATES HORSEPOWER OR WATTAGE Surveyor: w �16. WHERE APPLICABLE, POWER PANEL DIRECTORIES MUST BE UPDATED TO INDICATE NEW CIRCUITS. CLOS CLOSET MTR MOTOR Nathan Taft Corwin 158G Malt Road, ® MAGNETIC MOTOR STARTER (FBO) COMM COMMUNICATIONS NC NORMALLY CLOSED 17. ALL EXISTING LIGHTING/EQUIPMENT/DEVICES AND ASSOCIATED CIRCUITRY NOT SHOWN ON THESE DRAWINGS SHALL REMAIN UNLESS Jame5port, NY 1 1947 OTHERWISE NOTED. CONTRACTOR SHALL REWORK EXISTING WIRING TO MAINTAIN SERVICE TO EXISTING DEVICES NOT AFFECTED BY DISCONNECT SWITCH. 30A-3P NON-FUSIBLE CONT CONTINUATION NIC NOT IN CONTRACT (G31) 727 - 2090 THIS WORK. UNLESS OTHERWISE NOTED 60A 3P SWITCH & FUSE SIZE. TOP NO. INDICATES CORR CORRIDOR NO NORMALLY OPEN 18. CONTRACTOR SHALL RELOCATE EXISTING DEVICES (IE. OUTLETS, SWITCHES, ETC.) AS NOTED ON THE DRAWINGS. IF DEVICE APPEARS SWITCH, LOWER NO. INDICATES FUSE SIZE Protect Name CNTR CONTROL FAULTY OR DAMAGE BY VISUAL INSPECTION, CONTRACTOR SHALL NOTIFY FIELD REPRESENTATIVE AND SHALL REPLACE DEVICE WITH NTS NOT TO SCALE NEW OF SAME MODEL AND RATING. CONTRACTOR SHALL INCLUDE A UNIT PRICE AS PART OF HIS BID FOR REPLACEMENT OF EACH EMERGENCY POWER OFF SWITCH (ie: BOILER,ETC.) CMPTR COMPUTER 5 775 W Mill Road DEVICE IN-KIND NOTED ON DRAWING TO BE RELOCATED. OC ON CENTER ® CABINET HEATER WITH FAN AND/OR ELECTRIC COIL CT COUNTER TOP P POLE 19. ANY DISCREPANCIES SHALL BE DIRECTED TO ARCHITECT PRIOR TO BIDDING. WHERE DISCREPANCIES CANNOT BE RESOLVED PRIOR TO SUBMITTING BIDS, CONTRACTOR TO PROCEED BASED ON MORE COSTLY OR RESTRICTIVE INTERPRETATION. � HOT WATER HEATER CU COPPER PB PULL BOX Project Address W HD ELECTRIC HAND DRYER 42"AFF D/S DISCONNECT SWITCH PH PHASE (0) 5775 W Mill Rd, GROUNDING NOTES ( ) DN DOWN Pi PROJECTOR Mattituck, NY 1 1952 1. GROUND ALL ELECTRICAL WORK IN ACCORDANCE WITH THE LATEST STANDARDS OF THE NATIONAL ELECTRICAL CODE. TB ELECTRICAL TERMINAL BLOCK DWG DRAWING PNL PANEL Project Type 2. ALL GROUND CABLE SHALL BE STRANDED COPPER WITH TYPE THWN INSULATION AND GREEN OUTER TEXTILE OR COTTON BRAID POWER AND COMMUNICATIONS E EXISTING TO REMAIN POS POINT OF SALE JACKET. DUPLEX RECEPTACLE EC EMPTY CONDUIT Renovation 3. GROUNDING CONDUCTORS LARGER THAN 6 SHALL HAVE A MINIMUM BENDING RADIUS OF 12". GROUNDING CONDUCTORS 6 OR PR PRINTER # # � SINGLE RECEPTACLE EG EQUIPMENT GROUND PWR POWER SMALLER SHALL HAVE A MINIMUM BENDING RADIUS OF 8". ReV151ot5 ELECT ELECTRICAL 4. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE QUAD RECEPTACLE R RELOCATED 07- 18-22 ISSUED FOR SCHEMATIC DESIGN SPECIFIC CONDITIONS. EMERG EMERGENCY I I -04-22 ISSUED FOR PERMIT 5. ALL GROUND CONNECTORS SHALL BE TO A CLEANED AND BRIGHTENED METALLIC SURFACE. UTILIZE STAR WASHERS AT GROUND Q DUPLEX RECEPTACLE W/ GROUND FAULT CIRCUIT RECPT RECEPTACLE INTERRUPTER EMT ELECTRICAL METALLIC TUBING RGS RIGID STEEL CONDUIT CONNECTIONS. 6. ALL CONDUITS TO BE GROUNDED USING BONDING BUSHINGS AT EACH END. SPECIAL RECEPTACLE AS INDICATED ON DWG. EQPT EQUIPMENT RM ROOM ER EXISTING TO BE RELOCATED 7. REFER TO SPECIFICATION FOR ADDITIONAL REQUIREMENTS. ® CEILING MOUNTED DUPLEX RECEPTACLE RTU ROOF TOP UNIT ETR EXISTING TO REMAIN SA SECURITY ALARM LIGHTING CONTROL EXIST EXISTING ELECTRICAL GENERAL SD SMOKE DETECTOR FA FIRE ALARM SPEC SPECIFICATION ® 0 ROUND RECESSEDLED LIGHT FIXTURE FACP FIRE ALARM CONTROL PANEL SPEC SPRINKLER DESCRIPTION OF WORK SCOPE FDR FEEDER SS STAINLESS STEEL ELECTRICAL PANELS ® DECORATIVE PENDANT FIXTURE FIN FLR FINISHED FLOOR ST STEAM TABLE INSTALLATION OF NEW ELECTRICAL SYSTEMS INCLUDING BUT FIXT FIXTURE NOT LIMITED TO MECHANICAL EQUIPMENT, RECEPTACLES, DECORATIVE WALL SCONCE SW SWITCH LIGHTING, LIGHTING CONTROLS, CIRCUITRY, ETC. FBO FURNISHED BY OTHERS TB TERMINAL BLOCK PICTURE LIGHT FLA FULL LOAD AMPERES TC TIME CLOCK DRAWING LIST FLR FLOOR TEL TELEPHONE NO. TITLE THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND WALL BRACKET GIRD GROUND TYP TYPICAL E-001.00 ELECTRICAL GENERAL NOTES AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. GFCI GROUND FAULT UH UNIT HEATER ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A ® LINEAR STRIP LIGHT CIRCUIT INTERRUPTING E-101.00 ELECTRICAL FIRST FLOOR POWER PLAN VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. UON UNLESS OTHERWISE NOTED E-102.00 ELECTRICAL 2ND FLR & ATTIC POWER PLANS STATE EDUCATION LAW. GFI GROUND FAULT E-201.00 ELECTRICAL FIRST FLOOR LIGHTING PLAN Drawing LIGHTING CONTROL CIRCUIT INTERRUPTING UPS UNINTERRUPTABLE g Title POWER SUPPLY E-202.00 ELECTRICAL 2ND FLR & ATTIC LIGHTING PLANS ELECTRICAL LINE VOLTAGE SWITCH, LOWER SUBSCRIPT "D" FOR DIMMING, HC HUNG CEILING USB UNIVERSAL SERIAL SD3 LOWER CASE SUBSCRIPT "a" SWITCHING ALLOCATION, BUS DUPLEX RECEPTACLE E-501.00 ELECTRICAL DETAILS NUMERAL "3" 3-WAY. HP HORSEPOWER V VOLT OR VOLTAGE E-502.00 ELECTRICAL DETAILS GENERAL NOTE5 SF FAN SPEED CONTROL HR HOUR VIF VERIFY IN FIELD E-601.00 ELECTRICAL RISER DIAGRAM HT HEIGHT W WATT E-701.00 ELECTRICAL SPECIFICATIONS SCTM# 1000-I OG-G-3 APP No: TC DIGITAL TIME CLOCK. 2 CHANEL TYP FOR TORK DZS200 HZ HERTZ W/ WITH E-701.00 ELECTRICAL SPECIFICATIONS SCDHS No.: JM2 #: 2022-0642 IG ISOLATED GROUND W/0 WITHOUT Planning #: _ DATE: 5/3/2022 IMC INTERMEDIATE METALLIC CONDUIT WP WEATHERPROOF SEAL t SIGNATURE: DESIGNED BY: �r CHECKED BY: AR5 of Iv l:tv R.So rd� SCALE: As Indicated * a * DWG No: N fi ' UJ UJ S6A 053d55 �. E�0�,ESS14�P "It is a violation of the State Education Law for any person, Architect ot Kecor unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such Item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his JM2 or her signature and the date of such alteration, and a . specific description of the alteration." �iC itecture P.c. This plan is approved only for the work indicated on the application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC in accordance with applicable codes. 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 1 1738 T I G31 .320.3305 FI G31 .320.3307 Applicant: Anthony Martignetti 8 East 92nd St, Apt 3 New York, NY 10126 23 3 6+#10 GIRD, 1"C. 60 3PH (917) 535 - 3777 7,9,11 (K1) FLOOR FRYER Architect of Record : 10 --6 ;� 3PH J (K 12) UC REFRIGER OR M2 Architecture, PC 13,15,17 K3) GRIDDLE 2410 North Ocean Ave, Suite 300 3 6+#10 GIRD, 1"CA 5-50�, Farmingville, NY, 1 1738 (� 6 K2) UC REFRIGE DINING ` j it (G31) 320 - 3305 16,18 K2) FRYER (K11) S&S REFRIGE OR 8 2#10+GRD,1 C. CT MEP Engineer: °—] OPEN 14 _ K5) PANINI GRILL Emtec Con5ulting Engineer5 DPC -- _ KITCHEN 3555 Veterans Memorial Highway, Suite M EF-1 (5EE A-5) ° Ronkonkoma, NY 1 1779 19 �) I ° (G31) 35G - 217G TRANS-S 5ERVER I BAT" LP-1 A 5 u rveyo r: 5TATION °� Nathan Taft Corwin 21 I 12 1 158G Main Road, LP 1 J I Jame5port, NY 1 1947 (TYP.) 1 (G31) 727 - 2090 25 l W - (K8) DISH A HER WP -1NP P I �i, Project Name WP EF 5775 W Mill Load LP-1A/12 34 LP-1A/10 EH-1 1 BAT" BAT" HALL 20 LP-1A/8 WP ( CT Project Address ^-- ' 5775 W Mill Rd, DOCK ® � CU-1 33 T :- LJJLP-1A/14 WP -__----- 22 CT; _- = Mattituck, NY 1 195 2 WP v-- - '-- Project Type 3�6+#; GRD, 1 C. � I, WP WP LP-1 A/18 36 ROOFED OVEP.PATIO ——a-- { WP WP Renovation 4O _ 26 EH-2 UND RCOUNTER LP—1A/2,4,6 60A/3PH (TYP) FCYER Revi5ion5 BAR AREA ' � _ 07-18-22 ISSUED FOR SCHEMATIC DESIGN 35 T — ---- - 1 1-04-22 ISSUED FOR PERMIT -------; 30 I� I ' BAR(10,5EAT5) I 0 I 28 _ I � LIFT O p EH-3 (BS) 32 _ BEER I ° LP-1A/16 DISPENSER -------- --- .-� WP 0 WP BA E BA ---- COOL R DN ENTRY 27 — _ I N f= I I -- WP SHEETNOTES DIN — RAMP DN -- RAMP THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND 1. ALL CIRUITRY TO BE RUN TO PANEL LP-1 LION. -- - - ---- AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. 2. FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS SEE DRAWING ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A E--001. VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y, STATE EDUCATION LAW,3. FOR SPECIFICATIONS SEE E-700 SERIES OF DRAWINGS. Drawing Title 4. PROVIDE CONDUIT, WIRE AND BOXES AS REQUIRED TO ENERGIZE FIRST FLOOR PLAN E LECTRI CAL f I K5T EQUIPMENT AS SHOWN. SCALE: 1/4" = 1 '-0" 5. ALL BRANCH CIRCUIT WIRING SHALL BE RUN CONCEALED IN WALLS f LOOK POWER PLAN AND HUNG CEILING CAVITIES UNLESS OTHERWISE NOTED. 6. SEE PANEL SCHEDULES AND RISER DIAGRAM FOR WIRE SIZES. (D KEY NOTES SCTM# 1000-1 OG-G-3 APP No: 7. MINIMUM WIRE SIZE SHALL BE #12 AWG. THE MINIMUM CONDUIT SIZE SCDHS No.: JM2 #: 2022-OG42 SHALL BE 3/4"C. 1. CONNECT EXHAUST FANS TO ROOM LIGHT SWITCH. CIRCUIT. Planning #: DATE: 5/3/2022 8. ALL EMPTY CONDUITS FOR TEL/DATA SHALL BE PROVIDED WITH 2. PROVIDE CONDUIT AND DRAGLINE FOR TEL/DATA/CABLE FOR FUTURE BUSHING AND PULL STRINGS. CABLING BY LOW VOLTAGE VENDOR. SEAL SIGNATURE: DESIGNED BY. JH 2 9. SEE MECHANICAL AND PLUMBING DRAWINGS FOR LOCATIONS OF 3. PROVIDE WEATHERPROOF WHILE—IN—USE RECEPTACLES FOR MARINE CHECKED BY: AR5 EQUIPMENT. SEE PANEL SCHEDULES AND RISER DIAGRAM FOR OCPD, BATTERY CHARGERS. of NEW CONDUIT, CABLE SIZE AND RATING. $�L �y R.SO��0 SCALE: A5Ind)cated 4. PROVIDE TIME CLOCK CONTROL FOR THIS CIRCUIT. q¢ f- * '0 * 'VG No: ~ l o: W 5 3 A g'5 �. ;1?0PES SI& n' 1111 1 FIT!FIRM IIIC 1713 1 1 1 r: 1 1 1 1 11 1 uV ­M i n' "It is a violation of the State Education Law for any person, rC itect o eCOr unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his JM2 or her signature and the date of such alteration, and a specific description of the alteration."This plan is approved only for the work indicated on the ric itecture P.c. application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC in accordance with applicable codes. 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 1 1738 T I G31 .320.3305 FI G31 .320.3307 Applicant: Anthony Martignetti 6 East 92nd 5t, Apt 3 New York, NY 10128 (917) 535 - 3777 Architect of Record : JM2 Architecture, PC 1 (TYP.) 2410 North Ocean Ave, Suite 300 LP-1 A/9,11 I c L Farmingvllle, NY, 1 1738 J CT (G31) 320 - 3305 -----------, 9 AHU-2 1 ' MEP Encjl neer: _ 141 13 15 7 2,4 I� (� Emtec Consultor En Ineers DPC 1 2P 20 V I - - P 3555 Veterans Memorial Highway Suite M 1 2 6+ 10 RD, 1"C. ` — Ronkonkoma, NY 1 1779 ------ AHU-3 (G3 I) 35G - 2 17G !i P208V 5 u rveyo r: LP-1 A/5,7 I Nathan Taft Corwin 19 1 158G Main Road r------------------i 1 r------------------i e ® - Jame5port, NY 1 1947 1 I 1 1 1 1 I I DIN i 16 3 11 21 1 5 (G31) 727 - 2090 I I I L------------------� 1 'L ----- —1 --- — — 1 LP-1 A/1 ,3 Project Name AHU-1 0 PRO -rOG 5775 W Mill Road �2P/208V ST A,. IN 1L DO W q Tp 4-30 Protect Address 3 , 4#2+#8GRD, 22 1 1 1/2"C. 5775 W Mill Rd, — -- Bath, mM EF-3 I i"LL LP—lA/13,15,17 1 __.—_—_—. = Mattltuck, NY 1 1952 I1UJI � I, 3 + 8 GIRD, 1"C. -------_ Protect Type I U�P lA S -^echaMcal 12 4 -- �j , _ Renovation 60 1; R5V1510n5 I 2 ° ° 07-15-22 ISSUED FOR SCHEMATIC DESIGN ATTIC PLAN I GRID "C, I I-04-22 ISSUED FOR PERMIT I SCALE: 1/4" = 1 '-0" l 28 30 0E� Bathroom t CL CL. 23 27 LP 1 -2 5HELVE5 a o 0 25 (TYP.)O 9 31 SHEET NOTES O KEY NOTES 1. ALL CIRCUITRY THIS FLOOR TO BE CIRCUITED TO PANEL LP1-2 1 . CONDUIT AND WIRING RUN DOWN AND ACROSS FIRST FLOOR UNLESS OTHERWISE NOTED. TO MAIN PANEL. Q 2. FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS SEE DRAWING 2. ALL FEEDERS TO AIR HANDLERS TO BE HOME RUN TO THESE DRAWINGS ARE AN INSTRUMENT OF 5ERVICE, AND— — - - -_:—��.�� E--001. PANEL LP-1A AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A 3. PROVIDE CONDUIT, WIRE AND BOXES AS REQUIRED TO ENERGIZE 3. CONNECT EXHAUST FAN TO ROOM LIGHT SWITCH CIRCUIT. VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. EQUIPMENT AS SHOWN. 4. PROVIDE GROUND BAR, RECEPTACLES CONDUIT AND DRAGLINE FOR STATE EDUCATION LAW. 4. ALL BRANCH CIRCUIT WIRING SHALL BE RUN CONCEALED IN WALLS TEL/DATA/CABLE UTILTY DEMARC LOCATION. FUTURE CABLING BY LOW SECOND FLOOR PLAN Drawing Title AND HUNG CEILING CAVITIES UNLESS OTHERWISE NOTED. VOLTAGE VENDOR. 5. SEE PANEL SCHEDULES AND RISER DIAGRAM FOR WIRE SIZES. SCALE: 1/4" = 1 '70" ELECTRICAL 2ND fLK 6. MINIMUM WIRE SIZE SHALL BE #12 AWG. THE MINIMUM CONDUIT SIZE SHALL BE 3/4"C. � ATTIC POWER PLANS 7. ALL EMPTY CONDUITS FOR TEL/DATA/CABLE SHALL BE PROVIDED WITH 5CTM# 1000-1 OG-G-3 APP No: BUSHING AND PULL STRINGS. 5CDHS No.: JM2 #: 2022-0642 8. SEE MECHANICAL AND PLUMBING DRAWINGS FOR LOCATIONS OF EQUIPMENT. SEE PANEL SCHEDULES AND RISER DIAGRAM FOR OCPD, Planning #: _ DATE: 5/3/2022 CONDUIT, CABLE SIZ- AND RATING. SEAL $ SIGNATURE: DESIGNED BY: JH CHECKED BY: AR5 of NEW R.SO �O,Q SCALE: A5 mdlcated * 0 * VG No: 'A ce a.� RO ESS10It% LM 02 i I I I I III I F I II It F1'1 R:1 m1°11111111111'' 1, 1 TR"Hilt YT I I I IT I I I! If, I'1, 11 11 1'11 '!' I I I' 1 II I ' 11 11 1 11''P '' 1 1 C __^U�� M.UY _ _- __ ' "It is a violation of the State Education Law for any person, Architect of rd: unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item Is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his or her signature and the date of such alteration, and a specific description of the alteration." ' 4'mi"te This plan is approved only for the work indicated on the /rc cture P.c. application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or in accordance with applicable codes. JM2 ARCHITECTURE, PC 24 10 NORTH OCEAN AVENUE 1ST FLOOR LIGHTING FIXTURE SCHEDULE SUITE 300 SYM. MFG. & CAT. No. TYPE FIX. LAMP TYPE LUMENS MOUNTING/HEIGHT REMARKS fARMINGVILLE, NY, 1 1738 WATT SHEET NOTES T I G3 1 .320.3305 f I G3 1 .320.3307 1:1 ROUND RECESSED 811 15 LED 1600 RECESSED VARIOUS Applicant: MODELTBD LED 1. ALL LIGHT FIXTURES SHALL BE CIRCUITED TO PANEL LP-1 AND BE DECORATIVE PENDANT MASTER TIME CLOCK CONTROLLED WITH LOCAL SWITCHING. EXTERIOR Anthony lvlarti�netti 1=2 MODELTBD LED 15 LED 1600 RECESSED OYSTER BAR DECK LIGHTING CIRCUIT SHALL BE PHOTO CONTROLLED DOWN STREAM 8 Ea5t 92nd 5t, Apt 3 1:3 DECORATIVE WALL SCONCE LED 15 LED 1600 WALL MOUNT RESTAURANT/BAR OF TIME CLOCK. New York, NY 10 128 MODELTBD 2. LOWER CASE LETTER OF SWITCH SYMBOL DESIGNATES SWITCHING (517) 535 - 3777 1:4 PICTURE LIGHT LED 10 LED 850 WALL MOUNT RESTAURANT Architect of Record : MODELTBD 3. PROVIDE WALL MOUNT OCCUPANCY/VACANCY SENSOR SWITCHES IN JM2 Architecture, PC 1:5 DECORATIVE WALL SCONCE LED 15 LED 1600 WALL MOUNT BATHROOM BATHROOMS FOR AUTO ON, AUTO OFF OPERATION. 24 10 North Ocean Ave, Suite 300 MODELTBD 1 4. PROVIDE EXIT SIGN LIGHT AND UNITARY EMERGENCY EGRESS WALL farmin�ville, NY, 1 173(5 F-6 ROUND RECESSED 81, 15 LED 1600 RECESSED COVERED PATIO MOUNTED LIGHT FIXTURES WHERE INDICATED ON PLAN. CONNECT ALL (G3 1) 320 - 3305 MODELTBD LED TO DEDICATED UNSWITHED EXIT/EMERGENCY LIGHT CIRCUIT. 17 DECORATIVE EXTERIOR WALL SCONCE LED 12 LED 1600 WALL MOUNT COVERED PATIO 5. FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS SEE DRAWING MEF Encjineer: F8 DECORATIVE EXTERIOR WALL SCONCE LED 12 LED 1600 WALL MOUNT OPEN DECK 3555 Vetera115 Memorial Hilhway, Suite M MODELTBD 6. PROVIDE CONDUIT, WIRE AND BOXES AS REQUIRED TO ENERGIZE Ronkonkoma, NY 1 1775 EQUIPMENT AS SHOWN. F9 EXTERIOR POST LIGHT LED 12 LED 1600 POST TOP MT OPEN DECK (G3 1) 35G - 2 1 7G MODELTBD 1 7. ALL BRANCH CIRCUIT WIRING SHALL BE RUN CONCEALED IN WALLS Surveyor: Flo UNDERCOUNITER TAPE LIGHT LED 7W/FT LED 450/FT SURFACE MT UNDERCOUNTER AND HUNG CEILING CAVITIES UNLESS OTHERWISE NOTED. Nathan Taft Corwin MODELTBD 8. MINIMUM WIRE SIZE SHALL BE #12 AWG. THE MINIMUM CONDUIT SIZE I 5(5G Main Road, EM LITHONIA LIGHTING LED .75 LED 225 SURFACE MT EMERGENCY EGRESS SHALL BE J"C. J= -----------7T J3MI55port, NY 1 1547 LQM S W 3 R 120/277 EL N LED I F3 -E� E-9 F9 E=9 F:� C F2 C F1 7 5775 W Mill Road C I STRIP LIGHT---,,,"C F,' EM F4 5775 W Mill Rd, FIO K.ITC a Mattituck, NY 1 1952 S F5 CEM J) F 1 Project Type C 00 0 UNDERCABINET ATIO11 F1 I Renovation STRIP LIGHTING I — EM) Ek EMJ, P IF 101 NDERCARINET -STRIP LIGHTING EM DAR o 3,5EAT5) THESE DRAWINGS ARE AN INSTRUMENT Of SERVICE, AND :> AS SUCH ARE THE PROPERTY Of JM2 ARCHITECTURE, P.C. EMERGENCY EGRESS LI f*1 LIGHT FIXTURE (TYP.) 11 to ANY UNAUTHORIZED USE Of THESE DOCUMENTS 15 IN A ELECTRICAL 1 11 EM) ENTRY TO—TAN fLOOR LIGHTING FLAN Se of NEW so SCALE: A5 indicated FIR01'"Ir FLOOR PLAN UJI 05 4 5'5 tE 2 'Oak 0 S10 � � — � ' ' | III | n. sn| , momnnnmmmnm n / T!r171111n I 1 r 1 11 / z ll "[! 11JNI !I ' '1' "It is a violation of the State Education Law for any person, Architect 0 ecord: unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his JM2 or her signature and the date of such alteration, and a specific description of the alteration." �,�+ itecture P.c. This plan is approved only for the work indicated on the �1•• application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC in accordance with applicable codes. 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 1 1738 — — T 11 .320.3305 FI G31 ,320.3307 Applicant: Anthony Martignetti F7 8 East 92nd St, Apt 3 New York, NY 10125 (917) 535 - 3777 F4 F4 F4 F4 ----------------} rchltect of Record : 1 JM2 Architecture, PC -_- SHEET NOTES ® 2410 North Ocean Ave, Suite 300 DOWN TO Farmingville, NY, 1 1738 1. CONNECT ALL APARTMENT LIGHTING TO DEDICATED LIGHTING CIRCUIT IN SECOND (G31) 320 - 3305 PANEL LP1-2 FLOOR F4 ---- MEP Engl neer: 2. FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS SEE DRAWING Emtec Con5ulting Engineers DPC E-001. 3555 Veterans Memorial Highway, Suite M 3. PROVIDE CONDUIT, WIRE AND BOXES AS REQUIRED TO ENERGIZE Ronkonkoma, NY 1 1775 F2 i -_-- EQUIPMENT AS SHOWN. (G31) 35G - 217G ---- 4. ALL BRANCH CIRCUIT WIRING SHALL BE RUN CONCEALED IN WALLS ® F� -- --- 5urveyor: AND HUNG CEILING CAVITIES UNLESS OTHERWISE NOTED. DN Nathan Taft Corwin F4 I 5. MINIMUM WIRE SIZE SHALL BE #12 AWG. THE MINIMUM CONDUIT SIZE 158G Main Road, SHALL BE 3/4"C. Jame5port, NY 1 1547 (G31) 727 - 2050 i S -- Protect Name S3 F1 F1 F1 F1 ® ® 5775 W Mill Load F5 S F1 S F7 -- _ Project Address SSS 5775 W Mill Rd, F1 F1 F3 F3 DOWN TO F1 S F1 FIRST FLOOR Mattituck, NY 1 1952 LJ— cn ❑ _ Protect Type F1 — - Renovation F3 F3 0 U) Revi510n5 0 F1 F1 F1 UP ATTIC PLAN 07-18-22 ISSUED FOR SCHEMATIC DESIGN ATTIC1 1 -04-22 ISSUED FOR PERMIT F1 SCALE: 1/4" = 1 '-0" SHOWER FS F8 F 1 LP 1 —2 RATED S SSS TF S3 SIDSD F1 F1 l� F8 F1 F1 2ND FLOOR/ATTIC LIGHTING FIXTURE SCHEDULE SYM. MFG. &CAT. No. TYPE V A� LAMP TYPE LUMENS MOUNTING/HEIGHT REMARKS F1 F1 F8 F1 ROUND RECESSED 8 15 LED 1600 RECESSED VARIOUS F8 F8 MODEL TBD LED F2 DECORATIVE PENDANT LED 15 LED 1600 SUSPENDED MODEL TBD THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND MODEL TBD F3 DECORATIVE WALL SCONCE LED 15 LED 1600 WALL MOUNT BATHROOM AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A MODEL TBD F4 PICTURE LIGHT LED 10 LED 850 WALL MOUNT VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. MODEL TB SECOND FLOOR PLAN F5 ROUND RECESSED 8 15 LED 1600 RECESSED SHOWER LIGHT 9 D LED Drawin Title SCALE: 1/4" = 1 '-0" F6 WALL MODEL TBCKET LED 12 LED 1100 WALL MOUNT ATTIC STAIRCASE ELECTRICAL 2ND fLR F7 LINEAR STRIP LIGHT LED 36 LED 4298 SUSPENDED ATTIC ATTIC LIGHTING PLAN5 LITHONIA CSS L48 4000LM MVOLT 40K 80CR1 F8 DECORATIVE WALL SCONCE LED 15 LED 1600 WALL MOUNT BEDROOM MODEL TBD 5CTM# I I I 0G-G-3 APP No: 5CDH5 No.: JM2 #: 2022-0642 Planning #: _ DATE: 5/3/2022 SEAL t SIGNATURE: DESIGNED BY: Jr, CHECKED BY: AR5 Of NFIV 6,N R.Sp r0 SCALE: A5 indicated 0 * VG No: 7L= =5 2 0 2 340 . w �OPEss1a�A I'.I III III 11171'Cf11'111P1'5,111 1 '1 'IT!III1.-TT'! I I I: 1 11 I:717 I''. IB 11' !I D II I 11 1 111 1 "It is a violation of the State Education Law for any person, Architect ot Record: unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such Item Is altered, the altering engineer shall affix to the Item NOTES: his or her seal and the notation "altered by" followed by his JM2 or her signature and the date of such alteration, and a specific description of the alteration." ��(('''' �''" INS RIan is.a oved only for the work indicated on iltect the rc U P e P.c. 1. All penetrations through rated walls, including but not limited to Boiler Rooms, l 'ti6�aliffiiAtion sheet. all other matters are not to be re ed pon, to be considered as either being approved or Equipment Rooms and Rated Shafts, shall be fire stopped per details sheets incl ed' in N&ordance with applicable codes. JM2 ARCHITECTURE, PC drawing set. Refer to Architectural drawings for all wall ratings. Detail sheets show only a 2410 NORTH OCEAN AVENUE few common applications however, they do not show all applications. Contractor must use SUITE 300 FARMINGVILLE, NY, 1 1735 only firestop products that have been UL 1479 or ASTM E 814 tested for specific fire-rated T I G31 ,320.3305 FI G31 .320.3307 construction conditions conforming to construction assembly type, penetrating item type, annular space requirements, and fire-rating involved for each separate instance. Applicant: Anthony Martignetti / 2. Details shown are typical details. If field conditions do not match requirements of typical 8 East 92nd 5t A 3/8" DIA. S/S THREADED ROD 4" LONG _ yp q yp , t 3 p HELD IN HILTI HIT C-20 CHEMICAL ANCHOR details, approved alternate details shall be utilized. Field conditions and dimensions need to New York, NY 10128 DRILLED INTO MASONRY WITH S/S WASHER AND NUT. be verified for compliance with the details, including but not limited to the following: * (917) 535 - 3777 o / UNISTRUT P1000 (OR EQUAL) 1 5/8" x 1 5/s" CEILING STRUCTURE Minimum and maximum Width of Joints * Type and thickness of fire-rated construction. The Architect of Record : i 0 WITH HOT—DIPPED GALVANIZED FINISH 3/8" DIA. S/S THREADED ROD 4" LONG minimum assembly rating of the firestop assembly shall meet or exceed the highest rating JM2 Architecture, PC Z UNISTRUT PIPE/CONDUIT CLAMPS P2558 HELD IN HILTI HIT C-20 CHEMICAL ANCHOR OR EQUAL. DRILLED INTO MASONRY WITH S/S WASHER of the adjacent construction. 2410 North Ocean Ave, Suite 300 N — PIPE OR CONDUIT AND NUT. farmin" 3. If alternate details matching the field conditions are not available, manufacturer's (G31)gv�0le, NY, 11738 i o UNISTRUT P1000 (OR EQUAL) 1 5/8 x 1 5/8 (G3 I) 320 - 3305 N SIZE TO SUIT N0. CONDUITS WITH HOT—DIPPED GALVANIZED FINISH engineering judgment drawings are acceptable. Drawings shall follow the International MEP En Ineer: i \ UNISTRUT PIPE/CONDUIT CLAMPS P2558 Firestop Council (IFC) Guidelines for Evaluating Firestop Systems Engineering Judgments. 9 OR EQUAL. Emtec Con5Ultmg Engneer5 DPC 4. References: 3555 Veterans Memorial Highway, Suite M MASONRY WALL BEYOND * 2013 Underwriter's Laboratories Fire Resistance Directory, Volumes 1 & 2 Ronkonkoma, NY 1 1775 4 TREATED WD. SLE PER PIPE OR CONDUIT 3 8"� X 2 1/2" LAG T 4'-0" O.C. SIZE TO SUIT NO. CONDUITS * NFPA 101 Life SafetyCode (G31) 35G - 217G / / NFPA 70 - National Electric Code Nathan eaft o SCREWS AS REQ'D. Corwin 1 " THK WALKWAY PAD * All governing local and regional building codes 158G Main Road, ADHERED TO ROOF. 5. Firestop System installation must meet requirements of ASTM E-814 (UL 1479) tested Jame5port, NY 11947 CONDUIT SUPPORT DETAILS CONDUIT SUPPORT DETAIL assemblies that provide a fire rating equal to that of construction being penetrated. (G31) 727 - 2090 SCALE: 1 1/2" = 1 '-0' SCALE: NONE 6. All rated through-penetration assemblies shall be prominently labeled with the following Project Name information: * ATTENTION: Fire Rated Assembly 5775 W Mill Road * UL System # * Product(s) used * Hourly Rating (F-Rating) Project Address * Installation Date 5775 W Mill Rd, 7. For outlet boxes requiring protection, use only Wall Opening Protective Materials, category CLIV as classified by Underwriter's Laboratories, Fire Resistance Directory (Volume 1.) Mattltuck, NY 1 1952 Project Type Renovation IJUcUL System No. W-L-1164 F Ratings - 1 and 2 Hr (See Items 1 and 4) ULIcULSystem No. C-AJ-1421 Rev151on5 T Rating - 0 Hr F Rating - 2 and 3 Hr (See Item 4113) 07- 18-22 ISSUED FOR SCHEMATIC DESIGN ULIcUL System No. F-C-1059 4 T Rating = 0 Hr 1 1 -04-22 155UED FOR PERMIT F Ratings = 1 and 2 Hr T Ratings = 0 and 112 Hr f A 3 1 3 46 2 4113 1 A A Q o . 4 Od 4 Q ,� oe 4' 2 o a . 2 4 A A 4A 3 1 3 B SECTION A-A SECTION A-A SECTION A-A 1. Floor or Wall Assembly — Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1. Floor—Ceiling Assembly — The 1 or 2 hr fire—rated solid or trussed lumber joist floor—ceiling assembly shall be 1600-2400 kg/m3) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diem of constructed of the materials and in the manner specified in the individual L500 Series Floor—Ceiling Designs in the UL opening is 6 in. (152 mm). Fire Resistance Directory. The F Rating of the firestop system is equal to the rating of the floor—ceiling and wall 1. Wall Assembly The 1 or 2 hr fire—rated gypsum wallboard/stud wall assembly shall be constructed of the materials 2. Metallic Sleeve — (Optional) Nom 6 in. (152 mm) diam (or smaller) Schedule 40 (or heavier) steel sleeve cast or assemblies. The general construction features of the floor—ceiling assembly are summarized below: and in the manner described in the individual U400 Series 'Nall or Partition Design in the UL Fire Resistance Directory grouted into floor or wall assembly, flush with floor or wall surfaces. A. Flooring System Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture as and shall include the following construction features: 3. Through—Penetrant — One metallic pipe or conduit to be installed either concentrically or eccentrically within the specified in the individual Floor—Ceiling Design. Max diam of opening shall be 7-5/8 in. A. Studs —Wall framing may consist of either wood studs Dr steel channel studs. Wood studs to consist of nom 2 firestopsystem. The annular space between THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND B. Wood Joists — Nom 10 in deepor deeper) lumber, steel or combination lumber and steel joists, trusses or b 4 in. lumbers aced 16 in. OC. Steel studs to be min 2-1 2 in. wide and aced max 24 in. OC. When steel y P pipe, tube o conduit and periphery of opening shall be min 0 in. (0 11 , ( P ) j y P / P (point contact) to max 5-3/8 in. (137 mm). Pipe or conduit to be rigidly supported on both sides of floor or wall Structural Wood Members with bridging as required and with ends firestopped. studs are used and the diam of opening exceeds the width of stud cavity, the opening shall be framed on all assembly. The following types and sizes of metallic pipes or conduits may be used: AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. — C. Gypsum Board Thickness, type, number of layers and fasteners shall be as specified in the individual sides using lengths of steel stud installed between the vertical studs and screw attached to the steel studs at A. Steel Pipe — Nom 4 in. (102 mm) diem (or smaller) Schedule 10 (or heavier) steel pipe. ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A Floor—Ceiling Design. Diam of opening shall be 1 in. larger than the outside diam of pipe (Item 2). each end. The framed opening in the wall shall be 4 to 6 in. wider and 4 to 6 in. higher than the diam of the B. Iron Pipe — Nom 4 in. (102 mm) diam (or smaller) cast or ductile iron pipe. D. Furring Channels — (Not Shown) (As required) Resilient galvanized steel furring installed in accordance with the penetrating item such that, when the penetrating item is installed in the opening, a 2 to 3 in. clearance is VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. manner specified in the individual L500 Series Designs in the Fire Resistance Directory. present between the penetrating item and the framing cn all four sides. C. Copper Pipe — Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe. 1.1 Chase Wall — (Not Shown, Optional) — The through penetrants (Item 2) may be routed through a 1 or 2 hr firerated B. Gypsum Board — The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation D. Copper Tubing — Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tubing. STATE EDUCATION LAW. shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam E. Conduit — Nom 4 in. (102 mm) diam (or smaller) steel conduit. single, double or staggered wood stud/gypsum wallboard chase wall having a fire rating consistent with that of the DrawlTale floor—ceiling assembly. The chase wall shall be constructed of the materials and in the manner specified in the of opening in steel stud walls is 32in.. Max diam of openings in wood stud walls is 14-1/2 in. F. Conduit — Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing (EMT). individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is 4. Firestop System — The firestop system shall consist of the following: construction features: installed. A. Packing Material — Min 4 in. (102 mm) thickness of min 4 pcf (64 kg/m3) mineral wool butt insulation firmly ELECTRICAL A. Studs — Nom 2 by 8 in. lumber or double nom 2 by 6 in. lumber studs. 2. Steel Sleeve — Nom 32 in. diam (or smaller) Schedule 40 (or heavier) steel pipe sleeve friction fit in nom 32 in. packed into opening as a permanent form. Packing material to be recessed from top surface of floor or from B. Sole Plate — Nom 2 by 8 in. lumber or parallel 2 by 6 in. lumber plates, tightly butted. diam circular opening cut through gyp—sum wallboard layers. Length of steel sleeve to be equal to thickness of wall. both surfaces of wall as required to accommodate the required thickness of fill material. C. Top Plate — The double top plate shall consist of two nom 2 by 8 in. lumber plates or two sets of nom 2 by 3. Through—Penetrant — One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the B. Fill, Void or Cavity Material* — Sealant — Min 1/4 in. (6 mm) thickness of fill material applied within the 6 in. lumber plates tightly butted. Max diam of opening is 7-5/8 in. firestop system. The annular space between pipe, conduit or tubing and the steel sleeve shall be min of 0 in. (point annulus, flush with top surface of floor or with both surfaces of wall. For 3 Hr rated assemblies, a min 1/4 DETAI L5 D. Gypsum Board — Thickness, type, number or layers and fasteners shall be as specified in individual Wall and contact) to max 1-7/8 in. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The in. (6 mm) diam bead of fill material shall be applied at the concrete/pipe interface at the point contact Partition Designs. following types and sizes of metallic pipes, conduits or tubing may be used: location on the top surface of floor and on both surfaces of wall. 2. Through Penetrants — One metallic tubing, pipe or conduit to be installed concentrically or eccentrically within the A Steel Pipe — Nom 30 in. diam (or smaller) Schedule 1C (or heavier) steel pipe. 5CTM# 1000-1OG-G-3 APP No: firestop system. Annular space between pipe or conduit and edge of opening to be min 1/4 in. and max 3/4 in. Pipe, B. Iron Pipe — Nom 30 in. diam (or smaller) service weight (or heavier) cast iron soil pipe or Class 50 (or heavier) tubing or conduit to be rigidly supported on both sides of floor—ceiling assembly. The following types and sizes of ductile iron pressure pipe. 5CDH5 NO.: JM2 #: 2022-0642 metallic pipes, tubing or conduit may be used: C. Conduit — Nom 4 in. diam (or smaller) steel electrical metallic tubing. FIRESTOP OF METAL CONDUIT/PIPING A. Steel Pipe — Nom 6 in. diam (or smaller) Schedule 40 (or heavier) steel pipe. D. Copper Tubing — Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. Plannln #: DATE: 5/3/2022 B. Iron Pipe — Nom 6 in. diam (or smaller) cast or ductile pipe. E. Copper Pipe — Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. g C. Conduit — Nom 4 in. diam (or smaller) steel electrical metallic tubing or nom 6 in. diam (or smaller) steel 4. Fill, Void or Cavity Material*—Sealant — Min 5/8 in. and 1-14 in. thickness of fill material applied within annulus, •THROUGH CONCRETE SEAL t SIGNATURE: DE51GNED BY: Jh conduit. flush with both surfaces of wall assembly for 1 or 2 hr rated walls, respectively. Min 1/2 in. diam bead of caulk D. Steel Flexible Metal Conduit — Nom 2 in. diam (or smaller) steel flexible metal conduit. applied to the penetrant/wallboard interface at the point contact location on both sides of wall. 3. Fill, Void or Cavity Material —Sealant — Min 5/8 in. or 1-1/4 in. thickness of sealant applied within annular space, FLOOR WALL OR BLOCK WALL DETAIL CHECKED BY: AR5 flush with the bottom surface of gypsum wallboard or lower top plate for 1 and 2 hr floors respectively. Min. 3/4 in. OF NEB, thickness of sealant applied within annular space, flush with top surface of floor. N.T.S. �, � �1 R.So �4;p SCALE: A5 indicated FIRESTOP OF METAL CONDUIT THROUGH ��'. `�'�0 DWG No: FIRESTOP OF METAL CONDUIT PIPING THROUGH r WOOD FLOOR/CEILING RATED DETAIL fir ' b� 0 GYPSUM N.T.S. l M RATED WOOD OR STEEL WALL DETAIL ;el 5 , REFER TO ARCHITECTURAL PLANS FOR 1 HR & 2 HR RATED WALLS AND m N.T.S. FLOOR ASSEMBLIES AND ASSOCIATED ARCHITECTURAL DETAIL SHEETS °� ssxo�'� I r .. I rr IN ".1 1111711 WIT111171rI111I1' � o I'I'7nlll" IAr 4'f'I I I I 1 7111' It--I I I fl7 111 E11Il WJ— --LL J '- - - "It is a violation of the State Education Law for any person, Architect 0 ecora: unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item Is altered, the altering engineer shall affix to the Item his or her seal and the notation "altered by" followed by his JM2 or her signature and the date of such alteration, and a " specific description of the alteration." r� , e U e P.c. This plan is approved only for the work indicated on the application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC in accordance with applicable codes. i 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 1 1738 T I G31 .320,3305 FI G31 .320.3307 Applicant: Anthony Martignetti PANEL "LP-1" SCHEDULE PANEL `LP-1A` SCHEDULE 8 East 92nd St, Apt 3 New York, NY I 0 128 VOLTAGE: 120/208V PHASE: 3 WIRE: 4 LOCATION: HALLWAY VOLTAGE: 120/208V PHASE: 3 WIRE: 4 LOCATION: HALLWAY (917) 535 - 3777 ROOF MAIN RATING: 400A MCB MTG: ® SURFACE ® FLUSH MAIN RATING: 225A MLO MTG: ® SURFACE ® FLUSH Architect of Record : SPECIAL FEATURES: SPECIAL FEATURES: JM2 Architecture, PC CKT. DESCRIPTION C.B. WATTS WATTS C.B. DESCRIPTION CKT. CKT. DESCRIPTION C.B. WATTS WATTS C.B. DESCRIPTION CKT. NO. NO. NO. NO 24 I 0 North Ocean Ave, Suite 300 1 LIGHTING 20/1 720 720 20/1 BAR LIGHTING 2 1 AHU-1 15/2 271 3856 50/3 CU-1 2 Farmingville, NY, 1 1738 3 PORCH/EXT LTG 20/1 255 100 20/1 EXIT/EM LTG 4 3 271 3856 4 (G31) 320 - 3305 5 CEILING FANS 20/1 1080 300 20/1 (K2) UC REFRIGE 6 5 AHU-2 15/2 219 3856 6 MEP Engineer: 7 FLOOR FRYER 60/3 5776 780 20/1 (K11) UC REFRIGE 8 7 219 1200 20/1 BATTER CHARGER 8 Emtec Consulting Engneer5 DPC 9 (K1) 5776 528 20/1 (K12) UC REFRIGE 10 9 AHU-3 15/2 94 1200 20/1 BATTER CHARGER 10 3555 Veterans Memorial Highway, Suite M 11 5776 1920 20/1 (K8) DISHWASHER 12 11 94 1200 20/1 BATTER CHARGER 12 Ronkonkoma, NY 11779 13 GRIDDLE 50 3 3200 1800 20/1 (G3 I) 35G - 2 17G (K3) / / (K5) PANINI GRILL 14 13 WH-1 110/3 9996 540 20/1 DRY DOCK POWER 14 Surveyor: 15 VP3200 200 2288 30/2 (K6) CT FRYER 16 15 9996 540 20/1 DRY DOCK POWER 16 Nathan Taft Corwin ATTIC 17 2288 18 17 9996 1440 20/1 DOCK SW REC 18 158G Main Road, HALLWAY 19 SERVER STA REC 20/1 540 540 20/1 SERVICE STA REC 20 19 P-1 20/1 360 2000 30/2 INFRARED HEATER 20 Jame5port, NY 1 1947 WEATHERHEAD 21 SERVER STA REC 20/1 540 540 20/1 SERVICE STA REC 22 21 INFRARED HEATER 30/2 2000 2000 22 (G31) 727 - 2050 23 DINING REC 20/1 540 720 20/1 BACK BAR COOLER 24 23 2000 2000 30/2 INFRARED HEATER 24 Project Name 25 DINING REC 20/1 540 540 20/1 BACK BAR POWER 26 25 TELCO/CABLE PWR 20/1 540 2000 26 PSEG SERVICE DROP ELECTRICAL 27 DINING REC 20/1 1 540 432 20/1 BEER DISPENSER 28 27 FACP 20/1 360 — 20/1 SPARE 28 5775 W Mill Road CONNECTORS FURNISHED7 LPI-2 29 RESTROOM REC 20/1 360 540 20/1 BAR REC 30 29 SPARE 20/1 — — 20/1 SPARE 30 BY PSEG AND INSTALLED 100 AMPS 31 HOST REC 20/1 360 540 20/1 BAR REC 32 31 SPARE 20/1 — — — SPACE 32 Pro ect Address BY THIS CONTRACTOR J 208/12OV-30-4W 33 PATIO REC 20/1 360 540 20/1 EXT DECK QUAD 34 33 SPARE 20/1 — — — SPACE 34 5 775 W Mill Rd, M.C.B. 35 ADA LIFT 20/1 1656 540 20/1 EXT DECK QUAD 36 35 SPARE 20/1 — — — SPACE 36 37 LP-1 A 225/2 21,282 4848 100/3 1 LP 1-2 38 37 SPARE 20/1 — 125/2 38 M a tt i t u c k, NY 1 1952 4#50OKCMIL Cu IN 3Y"C. 39 21,282 4848 40 39 SPACE — — 40 Project Type 41 - z- 21,282 4848 42 41 SPACE — — 42 CONN./DEMAND LOAD: 115,12OW CONN. DEMAND LOAD: 63,844W .00 Renovation SECOND FLOOR CORRIDOR Revi5ion5 07-18-22 ISSUED FOR SCHEMATIC DESIGN 1 1-04-22 ISSUED FOR PERMIT CONDUIT SECURED WITH STRAPS ELECTRICAL ELECTRICAL 4#2+#8 GRID, IN 1 1/2"C. PANEL "LP1-2" SCHEDULE PANEL PANEL LP-1 LP-1A VOLTAGE: 120/208V PHASE: 3 1 WIRE: 4 LOCATION: 2ND FLOOR APT MAIN RATING: 100A MCB MTG: ® SURFACE ® FLUSH PSEG METER 400 AMPS 225 AMPS � 208/12OV-30-4W 208/12OV-30-4W SPECIAL FEATURES: PSEG APPROVED METER DESCRIPTION C.B. WATTS WATTS C.B. DESCRIPTION CKT. TRANS—S CABINET M.C.B M.L.O. NO. N . 1 LIGHTING 20/1 573 4160 50/2 RANGE 2 3 REFRIGERATOR 20/1 1000 4160 4 5 DISHWASHER 20/1 960 3000 40/2 111 6 7 RANGE HOOD 20/1 540 3000 8 EXTERIOR WALL 4#4/0+#6 GRID 9 BEVERAGE COOLER 20/1 720 360 20/1 P-2 10 IN 3 'C. 11 UC MICROWAVE 20/1 1500 540 20/1 TELCO/CABLE POWER 12 13 KITCHEN CT REC 20/1 540 540 20/1 LIVING RM REC 14 4#500KCMIL IN 3 1/2"C. 15 KITCHEN CT REC 20/1 540 360 20/1 LIVING RM REC 16 FIRST FLOOR 17 KITCHEN CT REC 20/1 540 360 20/1 BATHROOM REC 18 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND 19 KITCHEN CT REC 20/1 540 360 20/1 LAUNDRY/MECH REC 20 AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. 21 KITCHEN CT REC 20/1 720 1200 20/1 WASHER 22 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A 23 BEDROOM REC 20/1 720 2496 30/2 DRYER 24 VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. 25 BEDROOM REC 20/1 720 2496 26 Drawing Title STATE EDUCATION LAW. 27 HALLWAY REC 20/1 540 360 20/1 BATHROOM REC 28 ELECTRICAL RISER DIAGRAM 29 BEDROOM REC 20/1 540 360 20/1 BATHROOM REC 30 ELECTRICAL SCALE: N.T.S. 31 BEDROOM REC 20/1 540 — 20/1 SPARE 32 33 SPARE 20/1 — — 20/1 SPARE 34 R15ER DIAGRAM 35 SPARE 20/1 — — 20/1 SPARE 36 SCTM# 1000-1 OG-G-3 APP No: 37 SPARE 20/1 — — 20/1 SPARE 38 SCDHS No.: JM2 #: 2022-0642 * ELECTRIC SERVICE EQUIPMENT, SERVICE FEEDERS AND 39 SPARE 20/1 — — 20/1 SPARE 40 INSTALLATION AS PER PSEG LATEST 'RED BOOK' REQUIREMENTS 41 SPARE 20/1 — — 20/1 SPARE 42 Planning #: _ DATE: 5/3/2022 * GROUNDING SHALL BE IN ACCORDANCE WITH APPLICABLE SECTION CONNECTED LOAD 34,685: W DEMAND LOAD 17,543 SEAL t SIGNATURE: DESIGNED BY: �n ON NEC. CHECKED BY: AR5 Of NEW R.So �d� SCALE: As Indicated * 0 * DWG No: 4 LU 0 5e: 14 as" OpE tE ;S1014 E 601 T 7 '1' I !1 II ' If Ill 91111 T 1IM"IIIIInll9' 1 I1IIT1rTIPTIR 11 1 1 1' 1 1 PI II' 11 1 i I IIA III I!1 I 1 1 1'111 !10 r II ELECTRICAL. SPECIFICATIONS "It is a violation of the State Education Law for any person, Architect of FR37: 1. GENERAL CONDITIONS DF 1970 (LATEST REVISION), OTHER RULES, LAWS, STATUTES, CODES, DRDINANCES, CONTRACTOR SHALL VERIFY THE ADEQUACY ❑F THE EXISTING CIRCUITS AND CONFORMANCE TD unless he or she is acting under the direction of a licensed A, DESCRIPTION OF B:[D DOCUMENTS REGULATIONS AND ❑THER REQUIREMENTS ❑F ANY AND ALL GOVERNMENTAL ❑R APPLICABLE C❑DE REQUIREMENTS, AND REPLACE professional engineer to alter an item in anyway, on this a, THE SPECIFICAT:ONS AND DRAWINGS ARE INTENDED TO SERVE JOINTLY AS A BASIS UPON QUASI—GOVERNMENTAL AUTHORITIES HAVING JURISDICTION OVER THE WORK, THE PROJECT OR drawing and/or in this specification in anyway. If any such WHICH THE CONTRACTOR SHALL SUBMIT A C❑NTRACT PRICE F❑R THE MATERIAL AND LABOR THE PROJECT SITE. 3. PHASING Item Is altered, the altering engineer shall affix to the Item PR❑VISIONS, h. EQUIPMENT, FIXTURES, MATERIAL AND INSTALLATION SHALL CONFORM TO THE REQUIREMENTS A. EXTEND AND RECONNECT EXISTING ELECTRIC SERVICES AS INDICATED ON THE DRAWINGS, IN his or her seal and the notation "altered by" followed by his N". 1 JM2 b. IT IS THE INTENTION OF THE SPECIFICATIONS AND DRAWINGS TO CALL FOR FINISHED WORK, OF THE LOCAL BUILDING DEPARTMENT, THE SERVING UTILITY COMPANIES, THE NATIONAL TIME SEQUENCE AS DIRECTED BY THE OWNER. or her signature and the date of such alteration, and a TESTED, AND READY FOR OPERATION. ELECTRICAL CODE, NATIONAL ELECTRICAL SAFETY CODE, LIFE SAFETY CODE, NEW Y❑RK specific description of the alteration." A't7 c, THE CONTRACTORS SHALL PROVIDE ALL ITEMS OF LABOR ❑R MATERIALS NOT SPECIFICALLY STATE BUILDING CODE, OCCUPATIONAL SAFETY AND HEALTH ACT, AMERICANS WITH 4. C❑NDUIT AND RACEWAYS This plan is approved only for the work indicated on the e c t u r e p C. INDICATED, BUT REQUIRED TO COMPLETE THE INTENDED INSTALLATIONS, DISABILITIES ACT AND APPLICABLE NATI❑NAL, STATE AND LOCAL CODES, ORDINANCES AND A. ALL WIRING SHALL BE RUN IN C❑NDUIT. MINIMUM SIZE C❑NDUIT SHALL BE 3/4' EXCEPT AS application specification sheet. all other matters are not to be d, THE CONTRACTORS SHALL C❑❑RDINATE THEIR WORK OR ADJUST SAME TO THAT OF OTHER REGULATIONS. OTHERWISE INDICATED. relied upon, or to be considered as either being approved or TRADES, IN ORDER THAT CONFLICTS IN SPACE LOCATIONS D❑ NOT OCCUR, I. IF WORK IS LOCATED IN NEW YORK CITY THE NEC WITH NEW Y❑RK CITY AMENDMENTS IS THE B. CONDUIT SHALL BE MADE OF STANDARD RIGID PIPE, AND SHALL BE ALUMINUM WHERE PERMITTED in accordance with applicable codes. JM2 ARCHITECTURE, PC e, ANY APPARATUS, APPLIANCE, MATERIAL, OR WORK NOT SHOWN ON DRAWINGS, BUT MENTIONED CONTROLLING CODE. BY C❑DE. WHERE ALUMINUM IS N❑T PERMITTED BY CODE, USE RIGID STEEL OR IMC C❑NDUIT. J, FRONT 2410 NORTH OCEAN AVENUE IN THE SPECIFIC:ATI❑NS, OR VICE VERSA, OR ANY INCIDENTAL ACCESS❑RIES, OR MINOR J. ALL ELECTRICAL WORK AND MATERIALS SHALL COMPLY WITH THE OWNER'S STANDARDS AND C, ELECTRIC METALLIC TUBING MAY BE USED IN DRY L❑CATIONS FOR BRANCH CIRCUITING AND a. DOORS MUST BE PR❑VIDED ON ALL LIGHTING AND POWER PANELS. DETAILS NOT SHOWN BUT NECESSARY TD MAKE THE W❑RK C❑MPLETE IN ALL RESPECTS AND ELECTRICAL SYSTEMS REQUIREMENTS. TELEPHONE AND DATA RACEWAYS. b. HEAVY CODE GAUGE STEEL AS REQUIRED TO MAINTAIN PANEL FACE FLAT, SUITE 300 READY F❑R ❑PEF'.ATION, EVEN IF NOT PARTICULARLY SPECIFIED, SHALL BE PR❑VIDED k. ALL LOCAL FEES, PERMITS, AND SERVICES OF INSPECTION AUTH❑RITIES SHALL BE OBTAINED D. TYPE AC (BX) DR MC WITH GREEN INSULATED GROUND WIRING MAY BE USED CONCEALED IN DRY c. DOORS SHALL BE HINGED ON EITHER THE LEFT ❑R RIGHT AND EQUIPPED WITH A 110 DEGREE WITH❑UT ADDITI❑NAL EXPENSE T❑ THE OWNER. AND PAID FDR BY THE CONTRACTOR. THE CONTRACTOR SHALL C❑❑PERATE FULLY WITH LOCAL L❑CATIONS F❑R BRANCH CIRCUIT W❑RK ONLY WHERE PERMITTED BY CODE. D❑❑RST❑P OR A CDNTINU❑US PIANO-TYPE HINGE WITH A MAXIMUM OPENING ❑F 160 DEGREES. FARMINGVILLE, NY, 11735 f. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS WORK WITH ITS COMPLETION AND FINAL C❑MPANIES WITH RESPECT TO THEIR SERVICES. CONTRACTOR SHALL INCLUDE IN HIS BID ANY E. WIRING FOR UNDERFLDOR BOXES SHALL BE AS MANUFACTURED BY WALKER IN ACCORDANCE WITH DOORS SHALL BE DD❑R IN D❑DR TYPE HEAVY GAUGE STEEL T❑ MAINTAIN PANEL FACE FLAT. ACCEPTANCE AND SHALL REPLACE ANY OF SAME, WHICH MAY BE DAMAGED, LOST OR STOLEN, COSTS TD BE INCURRED RELATIVE TO POWER SERVICE (PRIMARY AND/OR SECONDARY) AND THE BUILDING STANDARDS. d. THE CABINET SHALL BE ELECTROSTATIC POWDER-COATED OVER A RUST INHIBITOR OR A T 631 .320.3305 F� 631 .3 20.3307 WITH❑UT ADDITI❑NAL COSTS TO THE OWNER, TELEPHONE SERVICE. F. NOT USED, BAKED ENAMEL FINISH, THE COLOR SHALL BE ANSI 61 LIGHT GRAY. g. SPECIFICATIONS, IN GENERAL, DESCRIBE QUALITY AND CHARACTER OF MATERIALS AND G. WIRING FOR EMERGENCY LIGHTING FIXTURES SHALL BE WIRE IN RIGID C❑NDUIT. e. PR❑VIDE CYLINDER LOCK. ALL PANELS KEYED ALIKE. PR❑VIDE FOUR (4) OF EACH PANEL KEY. Applicant: EQUIPMENT. THE ACCOMPANYING DRAWINGS ARE INTENDED TO SHOW THE GENERAL F. CUTTING AND PATCHING H. PROVIDE EMPTY CONDUIT WITH DRAG WIRE FOR TELEPHONE SYSTEM, RUN 3/4' CONDUIT FOR f. WELDED ANGLE REST AT THE BOTTOM OF THE DOOR TO FACILITATE COVER INSTALLATION. ARRANGEMENT ACID EXTENT ❑F W❑RK T❑ BE PERF❑RMED. THE L❑CATIONS F❑R EQUIPMENT AND a. ALL CUTTING AND PATCHING SHALL BE DONE UNDER ANOTHER SECTION, FURNISH THE SIZES ONE OUTLET, 1' C❑NDUIT FOR TWO OUTLETS, AND 1Y4' FOR THREE OUTLETS, TERMINATE ENDS OF g. DOORS OVER 48' IN HEIGHT SHALL HAVE AUXILIARY FASTENERS AT TOP AND BOTTOM OF Anthony Martlgnettl MATERIAL AS SHOWN ON THE DRAWINGS ARE APPROXIMATE. IT SHALL BE UNDERSTOOD THAT AND L❑CATIONS ❑F ALL CHASES AND ❑PENINGS REQUIRED FOR THE INSTALLATION FOR THIS C❑NDUIT WITH BUSHINGS. DOOR IN ADDITION TO LOCK AND CATCH, THEY ARE SUBJECT TO SUCH M❑DIFICATI❑N AS MAY BE FOUND NECESSARY T❑ MEET J❑B W❑RK BEF❑RE THE WALLS, FL❑❑RS AND PARTITIONS ARE BUILT. I. MAKE FINAL CONNECTION FROM M❑TOR STARTING SWITCHES T❑ MOTOR BY MEANS ❑F CONDUCTORS h. METAL BLANK FILLERS (PLASTIC FOR RETROFITS) SHALL BE PROVIDED FOR EACH UNUSED 8 East92nd St, Apt3 C❑NDITI❑NS. SUCH CHANGES SHALL BE MADE BY THIS CONTRACTOR AT NO ADDITI❑NAL CHARGE. b, PROVIDE THE LABOR AND MATERIALS FOR ALL WORK INCLUDED UNDER THE CONTRACT OR IN FLEXIBLE STEEL CONDUIT. USE 'SEALTITE' IN WET OR DAMP LOCATIONS ONLY. CIRCUIT POSITION, New York NY 10126 h. SCALED AND INDICATED DIMENSIONS ARE APPROXIMATE AND ARE FOR ESTIMATING PURPOSES SUBCONTRACT IN AMPLE TIME AND SUFFICIENT QUANTITIES SO THAT ALL ❑F THE WORK ❑F J. HANGERS, SUPPORTS AND SLEEVES SHALL BE AS ACCEPTABLE TO THE ARCHITECT. SUPPORT I. A PREPRINTED STICKER IS TO BE AFFIXED TO THE INSIDE OF THE PANELB❑ARD WITH ' ONLY. BEFORE PROCEEDING WITH VORK, CHECK AND VERIFY ALL DIMENSIONS, THE CONTRACT ❑R SUB(❑NTRACT MAY BE INSTALLED IN PR❑PER SEQUENCE TO AV❑ID RISER C❑NDUIT AT EACH FLOOR, AND ALL ❑THER CONDUIT ❑N EACH SIDE ❑F BENDS AND N❑T EMERGENCY 24-HOUR TELEPH❑NE NUMBERS FOR PARTS AND/❑R REPAIR. (917) 535 - 3777 I. ALL METHODS ❑F WORKMANSHIP AND CONSTRUCTION AND DETAILS OF SAME NOT SPECIFICALLY UNNECESSARY CUTTING ❑F THE FL❑❑RS AND WALLS. GREATER THAN 10'-O' ON CENTERS. DO NOT SUPPORT COMMUNICATIONS, SIGNALING AND SIMILAR K. TERMINAL LUGS DESCRIBED HEREIN SHALL BE SUBJECT T❑ THE APPROVAL ❑F THE ❑WNER ❑R HIS c. ANY CUTTING AND PATCHING REQUIRED, DUE TO THE FAILURE TO COMPLY WITH THE ABOVE TYPE WIRING FROM C❑NDUITS, a, BOLTED TYPE, LABELED FOR EITHER COPPER OR ALUMINUM CONDUCTORS, REPRESENTATIVE:. PR❑VISIONS, SHALL BE DONE AT NO EXTRA COST TO OWNER, SUCH CUTTING AND PATCHING K. COORDINATE CONDUIT RUNS WITH EXISTING AND NEW WORK, CONCEAL ALL C❑NDUIT AND OUTLET b, LOCATE MAIN LUGS PROPERLY AT TOP OR BOTTOM, DEPENDING WHERE MAIN FEEDER ENTERS. Architect of Re co rd : J. MAKE ADJUSTMENTS THAT MAY BE NECESSARY OR REQUESTED IN ORDER TO RESOLVE SPACE SHALL BE DONE UNDER DIVISION ONE, AS APPROVED BY THE ARCHITECT. BOXES IN FINISHED AREAS UNLESS NOTED ❑THERWISE, L. ELECTRICAL RATINGS PROBLEMS, PRESERVE HEADROOM, AND AV❑ID ARCHITECTURAL ❑PENINGS, STRUCTURAL d. THE WORK SHALL BE CAREFULLY LAID OUT IN ADVANCE, WHERE CUTTING, CHANNELING, L. RUN CONDUITS CLEAR OF SHAFTS, ❑PENINGS, CABLE SLOTS AND TELEPHONE RACKS, D❑ NOT a. ALL CIRCUIT BREAKERS SHALL BE FULLY-RATED UNLESS THE DRAWINGS SPECIFICALLY JM2 Architecture, PC MEMBERS AND WORK OF OTHER TRADES. CHASING OR DRILLING OF FLOORS, WALLS, PARTITIONS, CEILINGS OR OTHER SURFACES IS SUPPORT C❑NDUITS OR RACEWAYS FROM TELEPHONE FRAMES, CABLE RACKS DR INDICATE SERIES RATED, WHEN SERIES RATINGS ARE APPLIED WITH INTEGRAL OR REMOTE 2410 North Ocean Ave, Suite 300 k, TYPICAL DETAILS, WHERE SHOWN ON THE DRAWINGS, APPLY TO EACH AND EVERY ITEM OF NECESSARY FOR THE PROPER INSTALLATION, SUPPORT ❑R ANCHORAGE ❑F RACEWAY, OUTLETS SUPERSTRUCTURES, UPSTREAM DEVICES, A LABEL OR MANUAL SHALL BE PR❑VIDED. IT SHALL STATE THE THE PROJECT WHERE SUCH ITEMS ARE APPLICABLE. TYPICAL DETAILS ARE NOT REPEATED IN ❑R ❑THER EQUIPMENT, THE WORK SHALL BE CAREFULLY DONE, ANY DAMAGE TO THE BUILDING, M, TERMINATE EACH C❑NDUIT WITH TWO LOCKNUTS, ONE INSIDE AND ONE ❑UTSIDE AND A BUSHING. CONDITIONS OF THE UL SERIES RATINGS INCLUDINGi Farmin vllle, NY, I1735 FULL ❑N THE PLANS, AND ARE DIAGRAMMATIC ONLY, BUT WITH THE INTENTION THAT SUCH PIPING, EQUIPMENT OR DEFACED FINISH PLASTER, WOODWORK, METALWORK, ETC. SHALL BE USE ALUMINUM LOCKNUTS FOR ALUMINUM C❑NDUIT, AND MALLEABLE IRON OR GALVANIZED OR Iola. SIZE AND TYPE ❑F UPSTREAM DEVICE g (631) 320 - 3305 DETAILS SHALL BE INC❑RP❑RATED IN FULL, REPAIRED BY SKILLED MECHANICS ❑F THE TRADES INVOLVED AT NO ADDITI❑NAL COST TO CADMIUM PLATED STEEL FOR STEEL CONDUITS. BUSHINGS SHALL BE INSULATED PLASTIC TYPE, alb, BRANCH DEVICES THAT CAN BE USED L IT IS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS TO PROVIDE A COMPLETE THE OWNER. RATED AT NDT LESS THAN 150C, T&B SERIES 510 OR AS ACCEPTABLE. WHERE CONDUITS LARGER a.c. UL SERIES SHORT-CIRCUIT RATING. WORKABLE SYSTE=M READY FOR THE OWNER'S OPERATION. ANY ITEM NOT SPECIFICALLY SHOWN e, THIS CONTRACTOR SHALL DO ALL CUTTING, CHASING AND ROUGH PATCHING FOR INSTALLATION THAN 1' SIZE ARE TERMINATED, LOCKNUTS SHALL BE THE BONDING TYPE T&B SERIES 106, OR b. WHERE INDICATED, PR❑VIDE PANELBOARDS HAVING A 'SERVICE ENTRANCE' TYPE UL LABEL M E P E n In e e r: ON THE DRAWINGS OR CALLED FOR IN THE SPECIFICATIONS, BUT NORMALLY REQUIRED TO OF HIS WORK. IAS ACCEPTABLE. IF ALUMINUM BONDING LOCKNUTS ARE NOT AVAILABLE, USE A B❑NDING WEDGE WITH NEUTRALS FACTORY BONDED T❑ FRAME ❑R ENCL❑SURE, CONFORM T❑ THE INTENT, ARE T❑ BE CONSIDERED A PART ❑F THE C❑NTRACT, f. UNLESS ASSIGNED TO OTHER CONTRACTOR(S) AS PART OF CONTRACT AGREEMENT, THE IN ADDITION UNDER THE INTERIOR ALUMINUM LDCKNUT. M. ALL PANELBOARDS SHALL INCLUDE LABELS WITH THE FOLL❑WING INFORMATION, Emtec Con5ult1ng Englneer5 DPC in. IF ANY PART OF SPECIFICATIONS OR DRAWINGS APPEARS UNCLEAR OR CONTRADICTORY, GENERAL CONTRACTOR SHALL FINISH PATCHING AND REPAIRS. N. WHERE C❑NDUITS LARGER THAN V SIZE TERMINATE IN ECCENTRIC OR CONCENTRIC KNOCKOUTS a. 'DANGER OF ELECTRICAL SHOCK' LABEL CONSULT THE ARCHITECT/DESIGN PR❑FESSI❑NAL F❑R INTERPRETATION AND DECISION AS 9. ALL CUTTING AND DRILLING SHALL BE MACHINE CUT WITH POWER DRIVEN TOOLS. C❑NDUIT AND WHERE ALL OF THE KN❑CK❑UT RINGS HAVE N❑T BEEN REMOVED, INSULATED GROUNDED b. UL LISTING 3555 Veterans Memorial Highway, Suite M EARLY AS POSSIBLE DURING BIDDING PERIOD. DO NOT PROCEED WITH WORK WITH❑UT THE PENETRATIONS SHALL BE CORE DRILLED. BUSHINGS SHALL BE USED. INSULATED GROUNDED BUSHINGS SHALL BE CAST, THREADED TYPE c, MANUFACTURER'S NAME Ronkonkoma, NY 11779 ARCHITECT/DESIGN PROFESSIONAL'S DECISION, h. WHERE C❑NDUITS, M❑UNTING CHANNELS, OUTLET, JUNCTION, OR PULL BOXES ARE MOUNTED ON EQUIPPED WITH A LUG FOR GROUNDING. UPPER EDGE SHALL HAVE A NYLON RING OR A d, DATE OF MANUFACTURE n, UNLESS SPECIFIE:D OTHERWISE HEREIN, CONTRACTOR SHALL BASE HIS BID PROPOSAL WITH A PAINTED SURFACE, ❑R A SURFACE T❑ BE PAINTED, THEY SHALL BE PAINTED T❑ MATCH THE BAKELITE RING WHICH IS MOLDED INT❑ THE BUSHING. SIZE GROUND LUG TO TAKE CONDUCTOR e. # OF PHASES (631) 35G - 2176 ALL WORK TO BE: PERF❑RMED ❑N A STRAIGHT TIME NORMAL WORKING DAY, SURFACE. WHENEVER SUPPORT CHANNELS ARE CUT, THE BARE METAL SHALL BE COLD SIZED ACCORDING TO CODE WITH A MINIMUM SIZE OF NO, 12. f. VOLTAGE RATING o. ANY QUESTIONS ❑R DISAGREEMENTS ARISING AS T❑ THE TRUE INTENT ❑F THIS SPECIFICATION GALVANIZED. O, WHERE ELECTRICAL METALLIC TUBING IS INSTALLED, THE CONNECTORS AND COUPLINGS SHALL g. CURRENT RATING 5 u rveyo r: OR THE DRAWINGS OR THE KIND AND QUALITY ❑F WORK REQUIRED THEREBY SHALL BE BE THE NYLON INSULATED THROAT TYPE AS MANUFACTURED BY THE TH❑MAS & BETTS CO,, h. SHORT-CIRCUIT RATING Nathan Taft Corwin DECIDED BY THE ARCHITECT/DESIGN PR❑FESSI❑NAL, WHOSE INTERPRETATIONS THEREOF SHALL G, COORDINATION WITH OTHER TRADES SERIES 5120 AND 4123 RESPECTIVELY, OR AS ACCEPTABLE. ON TUBING LARGER THAN 1' USE N, UNLESS ❑THERWISE SPECIFIED SHALL BE EQUIPPED WITH PLASTIC DESIGNATION PLATE, BE FINAL, C❑NCL.USIVE, AND BINDING ON ALL PARTIES. a. PRIOR TO STARTING ANY WORK, PURCHASE OF EQUIPMENT, ETC., CO❑RDINATE WORK WITH BONDING L❑CKNUTS AS DESCRIBED ABOVE FOR RIGID C❑NDUIT. ❑, CIRCUIT BREAKER DEVICES 1586 Main Road, p. IN CASE OF DISAGREEMENT BETWEEN DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER OTHER TRADES. CONFER WITH OTHER CONTRACTORS WHOSE WORK MIGHT AFFECT THIS P. WHERE FLEXIBLE METALLIC CONDUIT OR TYPE AC OR MC CABLE IS INSTALLED, CONNECTORS a. PLASTIC MOLDED CASE, COMPLETELY SEALED ENCLOSURE. TOGGLE TYPE OPERATING HANDLE, DOCUMENT ITSELI , THE BETTER QUALITY, GREATER QUANTITY ❑R M❑RE COSTLY W❑RK SHALL INSTALLATION, AND ARRANGE ALL PARTS OF THIS WORK AND EQUIPMENT IN PROPER SHALL BE THE 'TITS BITE' TYPE WITH NYLON INSULATED THROATS AS MANUFACTURED BY THE TRIP AMPERE RATING AND ON/OFF INDICATION CLEARLY Jame5port, NY 11947 BE INCLUDED IN THE C❑NTRACT PRICE AND THE MATTER REFERRED T❑ THE SEQUENCE AND RELATION TD THE WORK AND EQUIPMENT ❑F OTHERS, WITH THE BUILDING THOMAS & BETTS CO., SERIES 3110 DR AS ACCEPTABLE. FOR AC OR MC CABLE, INSTALL b, VISIBLE. (631) 727 - 2090 ARCHITECT/DESIGN PROFESSIONAL'S ATTENTION FOR DECISION AND/OR ADJUSTMENT. CONSTRUCTION AND WITH ARCHITECTURAL FINISH S❑ THAT IT WILL HARMONIZE IN SERVICE ANTI-SHORT BUSHINGS AND TERMINATE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, c, THERMAL-MAGNETIC TRIP-FREE, TRIP-INDICATING, QUICK-MAKE, QUICK-BREAK, WITH INVERSE q. IF DIRECTED BY THE ARCHITECT/DESIGN PR❑FESSI❑NAL, WITH❑UT EXTRA CHARGE, MAKE AND APPEARANCE, IN THE EVENT THERE IS A CONFLICT IN COORDINATION BETWEEN TRADES, SUPPORT CABLES PER NEC. TIME DELAY CHARACTERISTICS, SINGLE-HANDLE AND COMMON TRIPPING MULTIP❑LE BREAKERS, REASONABLE M❑DIFICATI❑NS IN THE LAYOUT AS NEEDED T❑ PREVENT C❑NFLICT WITH WORK THE OWNER OR HIS REPRESENTATIVE WILL RESOLVE IT, Q. WHERE TERMINATING LIQUID TIGHT FLEXIBLE STEEL C❑NDUIT (SEALTITE), FITTING ASSEMBLY d, SILVER ALLY CONTACTS WITH AUXILIARY ARC-QUENCHING DEVICES, OF ❑THER TRADES ❑R FOR PR❑PER EXECUTION OF THE W❑RK, SHALL BE SEALING TYPE CONSISTING OF STEEL GLAND, NYLON RING AND GR❑UND CONE DN THE e, PANELBOARD MUST BE OF THE TYPE WHICH WILL ACCEPT THE FIELD INSTALLATION OF SHUNT Project Name r. ALL WORK SHOWN IN THE DRAWINGS AND SPECIFICATIONS SHALL BE INCLUDED UNDER THE H. DAMAGE TO PROPERTY ❑UTSIDE AND A NYLON INSULATED THROAT FITTING ON THE INSIDE. FITTINGS SHALL BE TRIP DEVICES OF 60 AMPERES ❑R LESS ❑N THE BRANCH DEVICES, BASE BID, EXCEPT WHERE THERE IS SPECIFIC REFERENCE TO EXCLUSIONS AND INC❑RP❑RATED a, RESTORE TO ITS ORIGINAL CONDITION, WITHOUT EXTRA PAYMENT, ANY OF THE OWNER'S THOMAS & BETTS CO,, SERIES 5331 OR AS ACCEPTABLE. f. CIRCUIT BREAKERS FOR POWER AND DISTRIBUTION PANELBOARDS SHALL HAVE A MINIMUM IN ❑THER QU❑TA'TI❑NS, PROPERTY THAT BECOMES DAMAGED DUE T❑ THE NEGLIGENCE ❑F EMPLOYEES ❑R AGENTS ❑F R. WHERE PASSING THROUGH FIRE RATED FLOORS OR WALLS USE U,L. LISTED FIRE RATED INTERRUPTING RATING OF 44,000 AMPS RMS AT 240 VOLTS AC, 5 775 W Mill Road s, THIS SECTION ❑F' THE SPECIFICATIONS COVERS THE ELECTRICAL SYSTEMS OF THE PROJECT, THE CONTRACTORS, SUCH REPAIRS SHALL BE ACCEPTABLE T❑ THE OWNER. INCLUDE ALL FITTINGS WHICH WILL PREVENT THE SPREAD OF FIRE OR PRODUCTS OF COMBUSTION, NELSON g. CIRCUIT BREAKERS FOR LIGHTING AND RECEPTACLE PANELBOARDS SHALL HAVE A MINIMUM IT INCLUDES WORK PERF❑RMED BY THE ELECTRICAL TRADES AS WELL AS TRADES N❑T COSTS IN THE BID PRICE FOR PERFORMING SHUTDOWNS ON PREMIUM TIME, MODULES, ETC. 'FLAMESEAL' OR AS ACCEPTABLE ❑R UL APPROVED FIRE STOP SYSTEM, INTERRUPTING RATING OF 15,000 AMPS RIMS AT 240 VOLTS AC, I N❑RMALLY C❑NSIDDERED AS ELECTRICAL TRADES, S. HIGH AND LOW TENSION FLOOR FITTINGS SHALL MATCH EXISTING FITTINGS, USE NEMA 5-20 h. FOR LIGHTING CIRCUITS PROVIDE DEVICES LABELED 'SWD' FOR SWITCHING PURPOSES, t, PROVIDE ALL INCIDENTALS, EQUIPMENT, APPLIANCES, SERVICES, HOISTING, SCAFFOLDING, I, SHUTDOWNS CONFIGURATION WIRING DEVICE IN HIGH TENSION OUTLET, I. BOLTED TYPE TERMINALS U.L, LISTED FOR EITHER ALUMINUM OR COPPER 75 DEGREES C SUPPORTS, TOOLS, SUPERVISION, LABOR CONSUMABLE ITEMS, FEES, LICENSES, ETC„ a. WHEN THE INSTALLATION OF NEW WORK REQUIRES THE SHUTDOWN OF EXISTING ❑PERATING T. LARGE FLOOR BOXES SHALL BE WALKER CATALOG #1WF4-DEINBBN-KC AND SMALL FL❑❑R B❑XES CABLES, Project Address NECESSARY T❑ PROVIDE C❑MPLETE SYSTEMS. PERFORM START-UP AND CHECKOUT ❑N EACH SYSTEMS, THE CONNECTION OF THE NEW WORK SHALL BE PERF❑RMED ONLY AFTER GIVING AT SHALL BE WALKER CATALOG #WAF2-FDIN-KC. RECEPTACLE DEVICES SHALL BE PRE-WIRED IN J. PROVIDE MAIN BREAKERS IN PANELS SERVED FROM TRANSFORMERS UNLESS SEPARATE ITEM AND SYSTEM T❑ PR❑VIDE FULLY OPERABLE SYSTEMS, LEAST 72 HOURS NOTICE TO, AND OBTAINING THE WRITTEN AUTHORIZATION OF, THE OWNER, THE FACTORY AND SHALL MATCH THE BUILDING STANDARD FLOOR B❑X WIRING DEVICES, TRANSFORMER SECONDARY PROTECTION IS PR❑VIDED. 5775 W Mill Rd, u, EXAMINE AND COMPARE THE ELECTRICAL DRAWINGS AND SPECIFICATIONS WITH THE DRAWINGS U. UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40. k, LOCATE NEXT TO EACH BREAKER OR SPACE UNIT AN INDIVIDUAL NUMBER, AND SPECIFICATIONS OF OTHER TRADES, AND REPORT ANY DISCREPANCIES BETWEEN THEM TO J. SHOP DRAWINGS 1. CIRCUIT BREAKERS SERVING COMPUTER EQUIPMENT AND THOSE SERVING KITCHEN EQUIPMENT THE ARCHITECT/]]ESIGN PR❑FESSI❑NAL AND ❑BTAIN FROM HIM WRITTEN INSTRUCTIONS FOR a. SUBMIT REQUIRED DR REQUESTED SHOP DRAWINGS OF ALL EQUIPMENT AND OBTAIN WRITTEN 5, CONDUCTORS BENEATH CO❑KING HODS SHALL INCLUDE A SHUNT TRIP C❑IL. M a ttit u c k N Y 119 5 2 CHANGES NECESSARY IN THE WORK, AT TIME OF BID, THE MOST STRINGENT REQUIREMENTS REVIEW COMMENTS BEFORE ORDERING OR INSTALLING ANY MATERIAL OR EQUIPMENT. ALL A. ALL WIRES AND CABLE SHALL BE COPPER TYPE THHN-THWN FOR FEEDERS AND THHN OR THWN m. SHUNT TRIP BREAKERS SHALL BE SUPPLIED WITH 120 VOLT COILS. PR❑VIDE 120 VOLT 9 MUST BE INCLUDED IN SAID BID. SUBMITTAL TO BE IN DIGITAL FORM (PDF FILE FORMAT), FOR BRANCH CIRCUITS IN C❑NDUIT. NO WIRE SMALLER THAN #12 AWG SHALL BE USED FOR CIRCUIT FROM NEAREST 120 VOLT PANEL TO COIL. WHERE SHUNT TRIP BREAKERS ARE IN v, INSTALL AND C❑❑RDINATE THE ELECTRICAL WORK IN COOPERATION WITH ❑THER TRADES LIGHT OR POWER SERVICES, ALL BRANCH CIRCUITS MORE THAN 50 FEET LONG SHALL BE #10 EMERGENCY PANELS PR❑VIDE EMERGENCY 120 V❑LT S❑URGE F❑R SAME FROM NEAREST 120 Project Type INSTALLING INTERRELATED WORK. BEFORE INSTALLATION, MAKE PROPER PR❑VISIONS TO K. AS-BUILT DRAWINGS F❑R THE ENTIRE LENGTH UP TD THE FIRST OUTLET, ALL C❑NDUCTORS SHALL BE COPPER VOLT EMERGENCY PANEL. AVOID INTERFERENCES IN A MANNER APPROVED BY THE ARCHITECT/DESIGN PR❑FESSI❑NAL. a, FURNISH 'AS-BUILT' DRAWINGS CONSISTING OF A COMPLETE SET OF AUTOCAD AND PDF UNLESS SHOWN OTHERWISE. ALL CONTROL CONDUCTORS SHALL BE #14 AWG. CONNECTIONS FOR n, PR❑VIDE LOCKING DEVICE FOR DESIGNATED BREAKERS. ALL CHANGES REQUIRED IN THE WORK OF THE CONTRACTOR, CAUSED BY HIS NEGLECT T❑ DD FORMAT DRAWINGS AND ❑NE SET OF HARD COPY FULL SIZE PRINTS, INDICATING IN A NEAT WIRE #8 AND SMALLER SHALL BE MADE WITH T&B 'PIGGY PIGTAILS' OR AS ACCEPTABLE. o, FOR HVAC EQUIPMENT PR❑VIDE UL LISTED 'HACK' TYPE DEVICES, 1 -- S❑, SHALL BE MADE BY HIM AT HIS OWN EXPENSE, AND ACCURATE MANNER, A COMPLETE RECORD ❑F ALL CHANGES T❑ THE ❑RIGINAL DESIGN DF TERMINATE STRANDED CONDUCTORS #10 AND SMALLER IN SPADE LUGS. P, GROUND FAULT INTERRUPTERS Renovation w, ALL SPECIAL AND SUPPLEMENTARY CONDITIONS AND OTHER DOCUMENTS SUCH AS DELINEATED THE WORK. B. CONNECT OUTLETS AND LIGHTING TO PANEL AND CIRCUIT NUMBER AS SHOWN, MAXIMUM NUMBER a. GROUND FAULT INTERRUPTER BRANCH CIRCUIT BREAKERS SHALL BE AS INDICATED ON THE UNDER THE '❑WNER-CONTRACTOR AGREEMENT' ARE HEREBY MADE A PART ❑F THESE ❑F H❑ME RUNS IN A COMMON C❑NDUIT SHALL BE 3, A COMMON NEUTRAL MAY BE USED FDR UP DRAWINGS. CIRCUIT BREAKERS SHALL BE CIRCUIT INTERRUPTING WHICH WILL ❑PERATE SPECIFICATIONS, L, INSURANCE TO 3 PHASED CIRCUITS EXCEPT AS ❑THERWISE INDICATED. A SEPARATE NEUTRAL SHALL BE RUN MANUALLY F❑R NORMAL SWITCHING FUNCTIONS AND AUTOMATICALLY UNDER OVERLOAD, SHORT a. FURNISH ADEQUATE LIABILITY INSURANCE AND B❑NDING AS REQUIRED BY THE OWNER, FOR EACH CIRCUIT SERVING DATA PROCESSING EQUIPMENT. CIRCUIT, AND 0.005 AMP LINE-T❑-GROUND FAULT CONDITIONS. THE ❑PERATING MECHANISM Rev1510n5 B, EXAMINATION OF EXISTING CONDITIONS C. ALL WIRES AND CABLES IN PULL, SPLICE AND CABLE SUPPORT BOXES, IN PANELS AND P❑INTS SHALL BE ENTIRELY TRIP-FREE S❑ THAT C❑NTACT CANNOT BE HELD CL❑SED AGAINST AN a. VISIT AND CARET-ULLY EXAMINE THOSE PORTIONS OF THE SITE AND/OR PRESENT BUILDINGS M, TEMPORARY LIGHT AND POWER OF TERMINATION SHALL BE BUNDLED AND LACED BY CIRCUITS AND TAGGED USING NYLON ABN❑RMAL ❑VERCURRENT, SHORT CIRCUIT, OR GROUND FAULT C❑NDITI❑N, THE DEVICE SHALL 07-I5-22155UED FOR SCHEMATIC DESIGN AFFECTED BY THIS W❑RK S❑ AS TD BEC❑ME FAMILIAR WITH EXISTING C❑NDITI❑NS AND a, ELECTRICAL CONTRACTOR SHALL PR❑VIDE TEMPORARY LIGHT AND POWER FOR THE NEW TIEWRAP MATERIAL AND USING FLAME RESISTING TAGS OF ADHESIVE MATERIAL. TAGS SHALL BE B❑LT-❑N TYPE WITH CASE CONSTRUCTION AND SHALL BE INTERCHANGEABLE WITH DIFFICULTIES THAT WILL ATTEND THE EXECUTION OF THE WORK, BEFORE SUBMITTING CONSTRUCTION AREAS, IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE AND ACCEPTED IDENTIFY CABLES AND PIECES OF EQUIPMENT SERVED. TAGS SHALL BE T&B 'TY-RAP' OR STANDARD 1P BREAKERS UTILIZED IN THE PANELB❑ARD. II -04-22155UED FOR PERMIT PROPOSALS. CONTRACTOR SHALL CAREFULLY EXAMINE THE PRESENT LIGHTING AND STANDARDS ESTABLISHED BY O.S,H,A. ENERGY COSTS WILL BE BORNE BY THE OWNER. 'E-Z-CODE' OR AS ACCEPTABLE, Q. INSTALLATION RECEPTACLE INS"FALLATI❑N METHODS WHICH ARE T❑ BE EXTENDED F❑R THE NEW W❑RK, D. ALL WIRING AND CABLE SHALL BE COLOR CODED AS FOLLOWS, a. MOUNT ALL PANELS AT A MAXIMUM HEIGHT OF 6 FEET 6 INCHES TO TOP UNLESS ❑THERWISE b. SUBMISSION OF PI PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS N. TESTING PHASE COLOR NOTED, BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED BECAUSE DF a, ALL PARTS OF THE WORK AND ASSOCIATED EQUIPMENT SHALL BEA TESTED AND ADJUSTED TO 208/120V 480/277V b. WHERE FLUSHED MOUNTED, THE FIRE INTEGRITY OF THE WALL IN WHICH IT IS INSTALLED DIFFICULTIES ENCOUNTERED, WHICH COULD HAVE BEEN FORESEEN HAD SUCH EXAMINATION WORK PROPERLY AND BE LEFT IN PERFECT ❑PERATING C❑NDITI❑N; THIS SHALL INCLUDE A OR 1 BLACK BROWN MUST BE MAINTAINED. BEEN MADE, WILL. NOT BE RECOGNIZED, MEGGER TESTS BETWEEN PHASES AND BETWEEN EACH PHASE AND GR❑UND OF ALL FEEDERS B OR 2 RED ORANGE c. NEATLY ARRANGE BRANCH CIRCUIT WIRES AND TIE TOGETHER IN EACH GUTTER WITH THOMAS AND SUB-FEEDERS CENTERS, CORRECT DEFECTS DISCLOSED BY THESE TESTS WITH❑UT ANY C OR 3 BLUE YELLOW & BETTS NYLON 'TY-RAPS', ❑R APPR❑VED EQUAL AT MINIMUM 4 INCH INTERVALS. C. TIME AND MANNER [IF EXECUTION OF WORK ADDITIONAL COST TO THE OWNER. REPEAT TESTS ON REPAIRED OR REPLACED WORK. ALL NEUTRAL WHITE OR GRAY GRAY OR WHITE d. PLUG ALL KNOCKOUTS REMOVED AND NOT UTILIZED, a. ALL WORK SHALL, BE DONE AS EXFEDITIOUSLY AS POSSIBLE AND IN SUCH A MANNER AS NOT CODE CARDS, MODULES, ETC, EQUIPMENT GR❑UND GREEN GREEN e, PR❑VIDE NAMEPLATE AND FILL OUT PANEL DIRECTORY, FOR REMODEL WORK OR CHANGES, T❑ CAUSE INTERF"ERENCE ❑R INTERRUPTION T❑ THE BUSINESS OF THE OWNER, SUBMIT E. ALL POWER CABLES SHALL BE TERMINATED, SPLICED AND TAPPED WITH COLOR-KEYED, TRACE CIRCUITS TO DETERMINE L❑ADS AND PR❑VIDE NEW UPDATED DIRECTORY, SCHEDULE F❑R REVIEW AND APPROVAL. THE CONTRACTOR SHALL NOT OBSTRUCT ENTRANCES ❑. SEISMIC REQUIREMENTS CIRCUMFERENTIAL COMPRESSION CONNECTORS AS MANUFACTURED BY THE THOMAS & BETTS CO,, f. PROVIDE GROUNDING AND B❑NDING JUMPERS PER SECTION 16140 AND AS INDICATED ON THE ❑R PASSAGES ❑N THE OWNER'S PREMISES, a. ALL EQUIPMENT SHALL BE BOLTED TO STRUCTURE TO ALLOW FOR MINIMUM 0.5G OF SERIES 54000 OR AS ACCEPTABLE, EXCEPT IN MOTOR CONTROLLERS, SWITCHES AND DRAWINGS, b. TRANSPORTATION OF MATERIAL INT] AND THROUGH THE BUILDING WILL BE SUBJECT TO ACCELERATION, LIFE SAFETY EQUIPMENT AND PIPING SHALL BE BOLTED TO STRUCTURE TO PANELBDARDS WHERE LUGS CANNOT BE CHANGED, USE MANUFACTURER'S RECOMMENDED T❑❑LING R, BALANCING REVIEW AND APPROVAL OF THE OWNER AND MAY BE LIMITED TO RESTRICTED TIMES. ALLOW FOR LOG OF ACCELERATION, BOLT P❑INTS AND DIAMETER OF INSERTS SHALL BE TO APPLY, a. ALL BRANCH CIRCUITS SHALL BE BALANCED AT THEIR RESPECTIVE PANEL TO WITHIN 10 c. THE OWNER WILL MAKE AVAILABLE TO THE CONTRACTOR AN ELEVATOR FOR HANDLING SUBMITTED AND VERIFIED AS PART OF THE CONTRACTOR'S SUBMISSION FOR EACH PIECE OF F. LUGS SHALL BE THE TWO-HOLE TYPE. INSULATE ALL SPLICES AND TAPS WITH HEAT PERCENT FULL LOAD APPLIED, MATERIALS, RUBBISH, ETC. AT SUCH TIMES WHEN IT IS CONVENIENT TO THE OCCUPANTS OF EQUIPMENT AND CERTIFIED BY A LICENSED CIVIL ❑R STRUCTURAL ENGINEER, SHRINKABLE INSULATION, RAYCHEM OR THOMAS & BETTS OR AS ACCEPTABLE. FURNISH AND THE BUILDING. THE CONTRACTOR SHALL PROTECT THE INTERIOR OF THE CAB AGAINST DAMAGE b, ALL STRUCTURALLY SUSPENDED OVERHEAD EQUIPMENT SHALL BE FOUR-POINT INDEPENDENTLY INSTALL LUGS WHERE NOT FURNISHED WITH EQUIPMENT, 7. LIGHTING AND POWER MATERIALS AND PROVIDE LABOR T❑ HANDLE MATERIALS IN AND ❑UT ❑F THE ELEVATOR AND ❑UT ❑F THE BRACED WITH TYPE II SEISMIC RESTRAINING SYSTEM, G. WHERE CABLES PASS THROUGH FIRE RATED, FIRE RESISTANT AND/OR FIRE STOPPED FLOORS, A. FURNISH AND INSTALL ALL BOXES, FITTINGS, DEVICES, RACEWAYS, CONDUCTORS, C❑NNECTI❑NS, BUILDING, NOTE, IF EQUIPMENT IS RIGIDLY FASTENED TO CONDUIT, DIAMETER AND DISTANCE WALLS, AND ABOVE CEILING SMOKE BARRIERS USE CABLE SLEEVES THAT PREVENT THE SPREAD M❑UNTING ACCESS❑RIES, ADAPTERS AND ALL ❑THER MATERIALS, EQUIPMENT AND LABOR REQUIREMENT FROM SUPPORT APPLIES. ❑F FIRE ❑R PR❑DUCTS OF COMBUSTION, SLEEVES SHALL BE NELSON ELECTRIC 'MULTI-CABLE NECESSARY FOR A COMPLETE ELECTRICAL INSTALLATION. D. GUARANTEE c, INSTALL SEISMIC RESTRAINING SYSTEM TYPE III TAUT FOR OVERHEAD SUSPENDED UNIS❑LATED TRANSIT', NELSON 'FLAMESEAL' OR AS ACCEPTABLE, B. INSTALL ELECTRIC OUTLETS VERTICALLY UNLESS NOTED T❑ THE CONTRARY AT HEIGHTS AS a. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF ONE YEAR FROM DATE EQUIPMENT, AND SLACK WITH CABLE DEFLECTION FOR IS❑LATED SYSTEMS, NOTED. THOSE LOCATED ON INTERIOR COLUMNS SHALL BE CENTERED LATERALLY. ❑F FINAL ACCEPT"ANCE ❑F THE INSTALLATION AND ANY PORTIONS OF THE WORK WHICH d. SEISMICALLY RESTRAIN ALL CONDUITS WITH CENTER BRACING OR TYPE II RESTRAINING 6. PANELBOARDS C. PROVIDE FLOOR JUNCTION BOXES WITH FL❑❑RING OR CARPET HOLDERS TO SATISFY FINISHED DEVELOP DEFECTS DURING THAT TIME SHALL BE REPLACED ❑R REPAIRED IN A MANNER SYSTEM IN ACC❑RDANCE WITH SMACNA GUIDELINES TO COMPLY WITH THE LATEST ADDITION A. PR❑VIDE COMPLETE PANELBOARDS, FLOOR CONDITIONS, SATISFACTORY TO THE OWNER. OF THE B❑CA CODE. B. PR❑VIDE TWO (2) KEYS FOR EACH CABINET LOCK. D. FINISH OF FLOOR SERVICE FITTINGS, CARPET HOLDERS AND EXPOSED ELECTRICAL HARDWARE b. ALL MANUFACTURI=R'S WARRANTIES FOR EQUIPMENT EXTENDING BEYOND, THE GUARANTEE e, SEISMIC RESTRAINTS ARE NOT REQUIRED FOR THE F❑LL❑WING, C. SUBJECT TO C❑MPLIANCE WITH REQUIREMENTS, PR❑VIDE CIRCUIT BREAKERS COMPATIBLE WITH SHALL MATCH THE BUILDING STANDARD PRESENTLY IN USE, PERIOD SHALL BE: TURNED OVER TD THE OWNER, e.Io, C❑NDUIT IN MECHANICAL EQUIPMENT ROOM THAT IS LESS THAN 1-1/4' INTERNAL DIAMETER, EXISTING PANELBOARDS, E. MOUNTING HEIGHT OF CONVENIENCE RECEPTACLES SHALL BE 18' A.F.F., UNLESS ❑THERWISE c, REPLACE OR REPAIR TO THE SATISFACTION OF THE OWNER ANY AND ALL DAMAGE DONE TO e,b. ALL OTHER ELECTRICAL C❑NDUIT LESS THAN 2-1/2' INTERNAL DIAMETER, D. SUBJECT TO C❑MPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY THE F❑LL❑WING NOTED, THE BUILDING OR ITS CONTENTS ❑R T❑ THE W❑RK ❑F ❑THER TRADES IN CONSEQUENCE ❑F e.c, ALL C❑NDUIT SUSPENDED BY INDIVIDUAL HANGERS 12' IN LENGTH OR LESS FROM THE T❑P MANUFACTURERS, SQUARE D, SIEMENS, GENERAL ELECTRIC, EATON, CUTLER HAMMER, F. WHERE COUNTER AREAS C❑NFLICT WITH RECEPTACLES, MOUNT RECEPTACLES ABOVE BACK WORK PERF❑RMED IN FULFILLING GUARANTEE, ❑F THE PIPE T❑ THE BOTTOM OF THE STRUCTURAL SUPPORT FOR THE HANGER, E. PROVIDE PANELBOARDS CONSISTING OF AN ASSEMBLY OF BRANCH CIRCUITS SWITCHING AND SPLASH, of, THIS ARTICLE IS GENERAL IN NATURE AND WILL NOT WAIVE STIPULATIONS OF OTHER CLAIMS f. SEISMICALLY SUPPORT ALL NON-ISOLATED FLOOR AND WALL MOUNTED EQUIPMENT, INCLUDING PROTECTIVE DEVICES (CIRCUIT BREAKERS, SWITCH AND FUSE UNITS, OR COMBINATION THEREOF) G. USE CAST BOXES FOR EXPOSED WORK, AND WHERE INSTALLED FLUSH IN FLOORS. ALL OTHER THAT SPECIFY GUARANTEE PERIODS IN EXCESS OF ❑NE C1) YEAR, IN THE EVENT DEFAULT ON TRANSFORMERS, SWITCHGEAR, EMERGENCY GENERATORS, ETC, MOUNTED INSIDE A DEAD FRONT ENCLOSURE, PR❑VIDE THE NUMBER AND SIZE OF THESE BRANCH ❑UTLET B❑XES SHALL BE SHEET STEEL AND GALVANIZED. FL❑DR BOXES SHALL BE ADJUSTABLE THESE D RAWINGS ARE AN THIS GUARANTEE, THE OWNER MAY HAVE SUCH WORK DONE AS REQUIRED & CHARGE THE COST g. ALL CEILING MOUNTED LIGHTING FIXTURES ARE TO BE INDEPENDENTLY HUNG AND CABLE CIRCUIT DEVICES AS INDICATED BY THE CIRCUITING, ON THE DRAWINGS, AND IN THE TYPE, R INSTRUMENT OF SERVICE, AND T❑ THE C❑NTRACT❑R. BRACED UTILIZING S.R. TYPE III CABLES. FIXTURE, PART OF LIGHTING GRIDS SHALL MEET SCHEDULES. L❑CATIONS OF CIRCUIT BREAKERS SHALL BE AS INDICATED IN THE SCHEDULES. H. ALL WIRING DEVICES SHALL BE SPECIFICATION GRADE, DECORATOR TYPE SHALL BE PROVIDED AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. e. THE DATE OF ACCEPTANCE SHALL BE THE DATE OF FINAL PAYMENT BY THE OWNER OR L❑CAL C❑DES FOR SUSPENSION AND BE FOUR-P❑INT INDEPENDENTLY CABLE BRACED T❑ DECK F. POWER AND DISTRIBUTION PANELBOARDS - CIRCUIT BREAKER TYPE - I-LINE IN FINISHED AREAS, DECORATOR TYPE SHALL BE PR❑VIDED WITH MATCHING PLATES. HEAVY NOTICE ❑F ACCEPTANCE BY THE ❑WNER WHICHEVER IS EARLIER UNLESS A,T.C, CEILING MEETS SEISMIC ZONE II REQUIREMENTS, IF THIS IS MET, EARTHQUAKE a. SHALL BE OF THE VOLTAGE AND AMPERAGE SHOWN, 3 PHASE, 4 WIRE, 44,000 AMPS AIC DUTY DEVICES SHALL C❑NF❑RM T❑ NEMA STANDARD WD-1. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A CLIPS SHALL SECURE FIXTURE TD T-BAR CONSTRUCTION, MINIMUM UNLESS SHOWN ❑THERWISE, DEAD FRONT, CIRCUIT BREAKER TYPE, WITH MAIN I. ALL LOCAL SWITCHES EXCEPT AS ❑THERWISE INDICATED SHALL BE TOGGLE TYPE 20 AMPERE, VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. E. LAWS, ORDINANCES, PERMITS AND FEES CIRCUIT BREAKER ❑R MAIN LUGS ONLY AS SHOWN, COPPER BUS, FULLY RATED NEUTRAL AND 120-277V CAPACITY WITH FULLY ENCLOSED C❑MP❑SITION CASES. SWITCHES SHALL BE LEVIT❑N a, SHOULD ANY CHANGE IN DRAWINGS OR SPECIFICATIONS BE REQUIRED TO COMPLY WITH 2. ALTERATIONS GROUND BPRS, NEMA TYPE 1 ENCLOSURE AND SURFACE TRIM. BLANK CIRCUIT BREAKER SPACES 5621-2 F❑R DECORATOR TYPE AND HUBBELL HBL 1221 F❑R COMMERCIAL TYPE, OR AS STATE EDUCATION LAW. G❑VERNMENTAL REGULATIONS, THE CONTRACTOR SHALL NOTIFY ARCHITECT/DESIGN A. PERFORM ALL WORK WHEN AND AS DIRECTED. SUBMIT SCHEDULE TO OWNER FOR ACCEPTANCE, SHALL BE FULLY BUSED AND READY T❑ ACCEPT FUTURE CIRCUIT BREAKERS. DESIGNATED BY ARCHITECT. PROFESSI❑NAL PF'.I❑R TO EXECUTION ❑F THE WORK. THE WORK SHALL BE CARRIED OUT B. REMOVE ALL EQUIPMENT SHOWN TO BE REMOVED; HOWEVER, ALL CHANGES CANNOT BE DETAILED G. LIGHTING AND RECEPTACLE PANELS - NO, NF J. ALL RECEPTACLES SHALL BE 20 AMP, 2-POLE, 3-WIRE, NEMA 5-20R, UNLESS SHOWN ❑THERWISE Drawing Title ACCORDING T❑ TfIE REQUIREMENTS DF SUCH C❑DE IN ACC❑RDANCE WITH THE INSTRUCTION ❑F COMPLETELY ❑N THE DRAWINGS, S❑ME REM❑VACS AND RELOCATIONS OF EXISTING ELECTRIC a. LIGHTING AND RECEPTACLE PANELS SHALL BE OF THE VOLTAGE, AMPERAGE AND NUMBER OF ON DRAWINGS, DECORATOR TYPE SHALL BE HUBBELL STYLE LINE HBL 2162; COMMERCIAL TYPE � THE ARCHITECT/IIESIGN PR❑FESSI❑NAL AND AT NO ADDITI❑NAL COST TO THE OWNER. WORK WILL BE NECESSARY F❑R SATISFACTORY PERFORMANCE ❑F THIS AND OTHER TRADES. TAKE POSITIONS SHOWN, 3 PHASE, 4 WIRE, 10,000 kAIC MINIMUM UNLESS SHOWN ❑THERWISE, SHALL BE HUBBELL HBL 5462 ❑R AS APPROVED ACCEPTABLE, b. THE PR❑VISIONS OF STANDARDS, CODES, LAWS, ORDINANCES, ETC„ SHALL BE CONSIDERED INTO CONSIDERATION IN PROPOSAL ALL REQUIRED CHANGES, CIRCUIT BREAKER TYPE, WITH MAIN CIRCUIT BREAKER OR MAIN LUGS ONLY AS SHOWN, K. RECEPTACLES IN UNDERFLOOR BOXES SHALL BE INSTALLED AND PRE-WIRED AT THE FACTORY IN ELECTRICAL MINIMUM REQUIREMENTS, IN CASE OF CONFLICT BETWEEN THEIR PUBLISHED REQUIREMENTS, C. MAINTAIN CONTINUOUS SERVICE ON FEEDERS, CIRCUITS OR PARTIAL CIRCUITS, AND OUTLETS COPPER BUS, FULLY RATED NEUTRAL AND GROUND BARS, NEMA TYPE 1 ENCLOSURE AND ACC❑RDANCE WITH THE EXISTING BUILDING STANDARDS, THE ARCHITECT/IIESIGN PROFESSI❑NAL SHALL DETERMINE WHICH IS TO BE FOLLOWED AND AFFECTED BY THIS WORK, EXCEPT WHERE OWNER GIVES WRITTEN PERMISSION FOR OUTAGE FOR SURFACE DR FLUSH TRIM AS SHOWN, IN MAIN CIRCUIT BREAKER PANELS, THE MAIN CIRCUIT L. NEW WIRING DEVICE PLATES SHALL COORDINATE WITH ARCHITECT AND OWNER TO MATCH HIS DECISION SHALL BE BINDING. SPECIFIC REQUIREMENTS OF THIS SPECIFICATION OR THE SPECIFIED TIME, ALL WORK REQUIRING SHUT DOWN OF EXISTING SYSTEMS SHALL BE PERFORMED BREAKER SHALL BE SEPARATE FROM AND NDT MOUNTED IN FEEDER BREAKER POSITIONS. EXISTING BUILDING STANDARDS, USE ONLY ALUMINUM TAP, SUPPORT AND PULL BOXES WITH DRAWINGS, WHICH EXCEED THE PUBLISHED REQUIREMENTS, SHALL TAKE PRECEDENCE OVER ON OVERTIME AT HOURS AS APPR❑VED BY THE ❑WNER AND AT N❑ ADDITI❑NAL C❑ST TD THE H. INTERIORS ALUMINUM C❑NDUIT, ALL STEEL BOXES SHALL BE PRIMED AND FINISHED IN GRAY ENAMEL, 5FECIfICATION5 THEM, OWNER, SUBMIT SCHEDULE OF REQUIRED OUTAGES TO THE OWNER FOR APPROVAL. PERFORM a. RIGID REMOVABLE ASSEMBLY OF COPPER BUS BARS AND INTERCHANGEABLE BOLTED BRANCH c. NATI❑NAL FIRE PROTECTION ASSOCIATION CNFPA) STANDARDS OF THE ISSUE IN EFFECT ON WORK IN A MANNER T❑ MINIMIZE SHUTDOWN TIME, CIRCUIT DEVICES. 8. DISCONNECTS DATE OF THE INVITATION FOR BIDS SHALL FORM A PART OF THIS SPECIFICATION, UNLESS D, PROVIDE RECONNECTIONS AND TEMPORARY INSTALLATIONS AS REQUIRED; REMOVE AT JOB b. BUS BARS SIZED IN ACCORDANCE WITH UL STANDARDS TO LIMIT TEMPERATURE RISE ON ANY A. DISCONNECTS SHALL CONFORM TO NEMA AND U.L. STANDARDS, AND BE INSTALLED WHERE SHOWN SCTM# 1000-106-6-3 APP No: THEY C❑NFLICT `lr/ITH LOCAL CODES. COMPLETION, CURRENT CARRYING PART T❑ A MAXIMUM ❑F 65 DEGREES C ABOVE AN AMBIENT ❑F 40 ❑N DRAWINGS ❑R REQUIRED BY CODE. DISCONNECTS SHALL BE HORSEPOWER RATED UNITS TO d. ALL MATERIALS FURNISHED AND ALL WORK INSTALLED SHALL COMPLY WITH THE RULES AND E. TAKE POSSESSION AND REMOVE FROM THE PREMISES ALL ABANDONED MATERIALS AND EQUIPMENT DEGREES C MAXIMUM, MAXIMUM SIZES LISTED BY U,L, SWITCHES USED FOR SERVICE ENTRANCE SHALL BE APPROVED SCDHS No.: JM2 #: 2022-OG42 RECOMMENDATIONS: OF THE NATIONAL FIRE PROTECTION ASSOCIATION, WITH ALL UNLESS SPECIFIED AS RETURNABLE T❑ THE OWNER; IN WHICH CASE, REMOVE WITH❑UT DAMAGE c. BUS BARS DRILLED TO PERMIT BRANCH CIRCUIT DEVICES OF ALL SIZES AND NUMBER OF FOR SERVICE AND PROVIDED WITH NEUTRAL CONNECTION, REQUIREMENTS OF' LOCAL UTILITY C❑MPANIES, WITH THE RECOMMENDATIONS OF THE FIRE ALL SUCH EQUIPMENT AND TURN OVER AND DELIVER TO OWNER AT LOCATION DESIGNATED BY POLES T❑ BE INTERCHANGEABLE AND INSTALLED IN ANY SPARE SPACE OF SUFFICIENT SIZE, B. PROVIDE QUICK—MAKE, QUICK—BREAK MECHANISM, SINGLE THROW WITH EXTERNAL ❑PERATING INSURANCE RATING ORGANIZATION HAVING JURISDICTION, AND WITH THE REQUIREMENTS ❑F THE OWNER. ALL REQUIREMENTS ❑F GOVERNING AUTHORITIES SHALL BE COMPLIED WITH IN THE WITHOUT DISTURBING ADJACENT UNITS; WITH❑UT REMOVING MAIN BUS OR BRANCH CIRCUIT HANDLE MECHANICALLY INTERLOCKED WITH ENCL❑SURE COVER T❑ PROVIDE N❑RMAL ACCESS TO Planning #: _ DATE: 5�3�2022 ALL G❑VERNMENTAL DEPARTMENTS HAVING JURISDICTION, REMOVING AND DISPOSING OF ALL AND ANY MATERIALS ENCOUNTERED, INCLUDING BALLASTS, CONNECTORS AND WITHOUT MACHINING, DRILLING, OR TAPPING IN THE FIELD, INSIDE OF ENCL❑SURE WHEN DISCONNECT IS IN OFF POSITION ONLY AND WITH MEANS To e, AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL SECURE AND DELIVER TO THE LAMPS, SMOKE DETECTORS, BATTERIES AND ANY ❑THER MATERIALS WHICH REQUIRE RECYCLING d, ARRANGE BUS IN SEQUENCE OR DISTRIBUTED PHASING S❑ THAT MULTI-P❑LE CIRCUIT BREAKER BYPASS THE MECHANICALLY INTERLOCKED D❑❑R AND HANDLE. SEAL SIGNATURE: ARCHITECT/DESIGN PR❑FESSI❑NAL, 'CERTIFICATE OF APPROVAL' FROM THE VARI❑US LOCAL OR SPECIAL HANDLING AND DISP❑SAL, DESIGNED BY: Jr CAN REPLACE ANY GROUP ❑F SINGLE CIRCUIT BREAKERS OF THE SAME SIZE. C. PROVIDE MEANS T❑ LOCK THE ❑PERATING HANDLE IN THE OPEN AND CLOSED POSITION, VILLAGE, TOWN, COUNTY, CITY, STATE BUREAUS, FIRE MARSHAL, FIRE UNDERWRITERS, LOCAL F. CUT BACK TO FLOOR, WALL, OR CEILING AND PLUG ENDS OF CONCEALED C❑NDUITS MADE e, FULL-SIZE (100%-RATED) INSULATED NEUTRAL BARS SHALL BE INCLUDED FOR PANELBOARDS DESIGNATE ❑N THE ENCLOSURE THE ❑PEN AND CL❑SED P❑SITI❑N OF THE ❑PERATING HANDLE, BUILDING DEPARTMMENT AND ALL DEPARTMENTS HAVING JURISDICTION, OBSOLETE BY ALTERATIONS T❑ PERMIT REFINISHING SURFACES. REMOVE EXPOSED CONDUITS, SHOWN WITH NEUTRAL. NEUTRAL BUSING SHALL HAVE A SUITABLE LUG FOR EACH OUTGOING D. SWITCHES SHALL BE HEAVY DUTY TYPE, CHECKED BY: AR5 f, INCLUDE IN THE 'WORK, WITH❑UT EXTRA COST TO THE OWNER, ANY LABOR, MATERIALS, WIREWAYS, OUTLET BOXES, HANGERS AND DEVICES MADE OBSOLETE BY THIS WORK UNLESS FEEDER REQUIRING A NEUTRAL CONNECTION. 2007-RATED NEUTRALS SHALL BE SUPPLIED FOR E. SWITCHES SHALL BE OF THE DOUBLE STATIONARY CONTACT TYPE WITH ARC-QUENCHING DEVICE OF NEyy SERVICES, APPARATUS, DRAWINGS, (IN ADDITION TO CONTRACT DRAWINGS AND DOCUMENTS) IN DESIGNATED SPECIFICALLY TO REMAIN, PANELS DESIGNATED ON DRAWINGS WITH OVERSIZED NEUTRAL C❑NDUCTORS AND PANELS ❑N EACH POLE F❑R DISCONNECTS RATED ABOVE 250 VOLTS, +5 �d SCALE: As indicated ❑RDER T❑ C❑MPLY WITH ALL APPLICABLE LAWS, ORDINANCES, RULES AND REGULATIONS, G, EXISTING CONCEALED CONDUITS NOT INTERFERING WITH THE WORK OF THIS OR ANY OTHER SERVED FROM K-RATED TRANSFORMERS. F. SWITCHES SHALL BE FUSIBLE ❑R UNFUSIBLE AS SHOWN ❑N THE DRAWINGS AND/DR AS +c,'k Q�i•`N S o �� WHETHER ❑R N❑T SHOWN ON DRAWINGS AND/❑R SPECIFIED.(7) GIVE ALL NECESSARY NOTICES, TRADE MAY REMAIN; HOWEVER, WIRING SHALL BE REMOVED FROM PANELBOARDS DR SOURCE OF f. PROVIDE MINIMUM 25% RATED NON-INSULATED GROUND BUS IN EACH PANELB❑ARD, CONNECT To REQUIRED, h I DWG No: ❑BTAIN ALL PERMITS AND PAY ALL GOVERNMENTAL TAXES, FEES, AND OTHER COSTS IN P❑WER AND ENDS TAPED, NO UNUSED LIVE WIRING SHALL BE LEFT IN PLACE. GROUND LUG, GROUND BUS SHALL HAVE SUFFICIENT CAPACITY FOR ALL BRANCH CIRCUITS, ON G. FUSED SWITCHES SHALL BE COMPLETE WITH CLASS 'RK-5' OR 'L' FUSES AS REQUIRED. * 1 * 0 C❑NNECTI❑N WITH THE WORK; FILE ALL NECESSARY PLANS, PREPARE ALL D❑CUMENTS, AND H. NOT USED, 208Y/120V PANELB❑ARDS PROVIDE AN ADDITIONAL IS❑LATED GR❑UND BUS WHERE REQUIRED, H. ALL SWITCHES IN INDOOR, DRY LOCATIONS SHALL BE MOUNTED IN NEMA TYPE I ENCLOSURES, t ❑BTAIN ALL NECESSARY APPROVALS ❑F ALL G❑VERNMENTAL DEPARTMENTS HAVING I. ALL EXISTING PANELS AFFECTED SHALL HAVE THEIR DIRECTORIES CORRECTED FOR NEW WORK, I, ENCLOSURE ,-1, W JURISDICTION; ❑BTAIN ALL REQUIRED CERTIFICATES OF INSPECTION FOR THE WORK AND AND EXISTING REMAINING CIRCUITS VERIFIED, NEW TYPEWRITTEN DIRECTORIES SHALL BE a. CODE GAUGE STEEL BOX GALVANIZED. 9. LIGHTING FIXTURES 0, ... LLO UJ DELIVER TD THE ARCHITECT BEF❑RE REQUEST FDR ACCEPTANCE AND FINAL PAYMENT FOR PR❑VIDED. b. PROVIDE A WELDED GROUND CONNECTOR TO INSIDE OF ENCL❑SURE, A. FURNISH AND INSTALL A LIGHTING FIXTURE WITH LAMPS OF THE TYPE INDICATED AT EACH 61 THE WORK, J. WHERE REL❑CATIONS, EXTENSIONS, OR ADDITIONS ARE REQUIRED ON EXISTING ALARM SYSTEM, c, FLUSH MOUNTED IN FINISHED AREAS AND WHERE INDICATED. SURFACE MOUNT ELSEWHERE, L❑CATION SHOWN, FOR EXACT L❑CATIONS AND TYPES, REFER TO DRAWINGS WITH SCHEDULE sip 055455 11 ' g. THE CONTRACTOR SHALL ESTABLISH, ENFORCE AND IMPLEMENT ALL SAFETY, HEALTH AND I.E., STATIONS, GONGS, HORNS, SPEAKERS, STROBE LIGHTS, SMOKE HEADS, SPRINKLER VALVES, d. ALL CABINETS SHALL INCLUDE AMPLE CONCENTRIC KNOCKOUTS ON TOP, BOTTOM, SIDES, AND B. FIXTURE MOUNTING ARRANGEMENTS SHALL CONFORM TO ALL APPLICABLE CODES, AND SHALL BE ' ENVIRONMENTAL PROTECTION MEASURES DURING PERFORMANCE ❑F THE W❑RK CONSISTENT ETC., THE EXISTING EQUIPMENT SHALL EITHER BE REFURBISHED ❑R REPLACED AS REQUIRED. BACK, AS ACCEPTABLE T❑ THE ARCHITECT, ��ESSTO� WITH THE REQUIREMENTS ❑F THE WILLIAMS-STEIGER ❑CCUPATI❑NAL SAFETY AND HEALTH ACT Em701 WHERE ADDITIONAL ZONES, PULL STATIONS, HORNS, STROBE ARE INDICATED OR REQUIRED, THE C. LIGHTING FIXTURES AND LAMPH❑LDERS SHALL BEAR U,L, LABEL, _____ ___ J I1` - - ` I I 1 ' '' "''I I' 11 II 9 fir 10111111711111PI1'IR11911I1I1 ' i" 1711"II"'1'IFEII'," I II " 11 I I 11 'I'11 IT' I II I I I I 911 r I 1■I III' '� 11 r I' II'I'll r , "It is a violation of the State Education Law for any person, rc �tect o Record: unless he or she is acting under the direction of a licensed . D. INCANDESCENT t_AMPH❑LDERS ALSO SHALL BE CSA LISTED. � � professional engineer to alter an item in anyway, on this E. FLUORESCENT BALLASTS FOR 2 , 3 , 4 AND 5 T-8 LAMPS AND 3 AND 4 T-12 RAPID START SHALL BE ELECTR❑NIC RAPID START BALLASTS BY M❑T❑R❑LA SERIES RN T8/T12 11-1- OR AS drawing and/or in this specification in anyway. If any such APPROVED, Item is altered, the altering engineer shall affix to the Item his or her seal and the notation "altered by" followed by his JM2 10, GR❑UNDING & BONDING or her signature and the date of such alteration, and a A. CONNECT SYSTEM COMPONENTS MECHANICALLY AND ELECTRICALLY TO PR❑VIDE AN INDEPENDENT specific description of the alteration." Irc e 't.. u e �?C. RETURN PATH TO GROUND ELECTRODE. This plan is approved only for the work indicated on the B. USE EX❑THERMIC: WELDING PROCESS FOR INACCESSIBLE C❑NNECTI❑NS, application specification sheet. all other matters are not to be C. EXTEND EXISTING SYSTEM GROUND TO INCLUDE ALL THE ELECTRICAL WORK IN THE SCOPE OF relied upon, or to be considered as either being approved or THIS ALTERATI❑N, JM2 ARCHITECTURE PCin accordance with applicable codes. D. GROUND EACH GENERAL PURPOSE TRANSFORMER BY RUNNING A CONDUCTOR FROM THE 2410 NORTH OCEAN AVENUE TRANSFORMER NEUTRAL TO A LUG WELDED OR BRAZED TO THE INTERI❑R OF THE ENCLOSURE. E. RUN CABLE FROM THIS LUG TO NEAREST BUILDING MAJOR STRUCTURAL MEMBERi OR, IF NOT SUITE 300 READILY AVAILABLE, TO THE NEAREST 1-1/2' OR LARGER COLD WATER PIPE AS DESCRIBED ABOVE, EXCEPT USE ONLY A SINGLE PIPE CLAMP, FARMINGVILLE, NY, 1 1738 F. IN RAISED FL❑❑R AREAS, ALSO GROUND TO RAISED FLOOR, WHERE FLEXIBLE METALLIC C❑NDUIT T 631 .320.3305 F 631 .320.3307 IS USED, INSTALL AN INTERNAL B❑NDING C❑NDUCT❑R.WHERE AN IS❑LATED GROUND SYSTEM IS USED, RUN AN ADDITI❑NAL CONDUCTOR FOR THE IS❑LATED AND EQUIPMENT GROUNDS. G. GROUND MOTORS BY C❑NNECTING A CONDUCTOR FROM A GR❑UNDING BUSHING IN THE STARTER To Applicant:THE MOTOR FRAME, INSTALL CONDUCTOR IN THE C❑NDUIT WITH THE CIRCUIT CONDUCTORS AND TERMINATED IN THE MOTOR C❑NNECTI❑N BOX PR❑VIDING THE TERMINAL IS MECHANICALLY Anthony Martignetti CONNECTED TO 'THE FRAME. H. RUN ADDITI❑NAL GROUND CONDUCTOR IN PRIMARY AND SECONDARY C❑NDUITS TO TRANSFORMERS 8 East 92nd 5t, Apt 3 AND TO ALL EQUIPMENT CONNECTED BY FLEXIBLE C❑NDUIT TO IMPR❑VE GR❑UNDING OF FLEXIBLE C❑NDUIT. New York, NY 10 128 (917) 535 - 3777 Architect of Record : JM2 Architecture, PC 2410 North Ocean Ave, Suite 300 Farmingville, NY, 1 1735 (G31) 320 - 3305 MEP Engineer: Emtec Con5Ulting Engineers DPC 3555 Veterans Memorial Highway, 5uite M Ronkonkoma, NY 1 1779 (G31) 35G - 217G 5 u rveyo r: Nathan Taft Corwin 158G Main Road, Jame5port, NY 1 1947 (G31) 727 - 2090 Project Name 5775 W Mill Road Project Address 5775 W Mill Rd, Mattituck, NY 1 1952 Project Type Renovation RCV15I0n5 07-18-22 ISSUED FOR SCHEMATIC DE51GN 1 1-04-22 ISSUED FOR PERMIT I THESE DRAWING5 ARE AN IN5TRUMENT OF SERVICE, AND A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENT5 IS IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title ELECTRICAL 5PECIfICATION5 5CTM# 1000-1 OG-G-3 APP No: 5CDH5 No.: JM2 #: 2022-0642 Planning #: _ DATE: 5/3/2022 SEAL t SIGNATURE: DESIGNED BY: Jh CHECKED BY: AR5 0f NFIV R,So 4,� 5CALE: A5 Indicated * 0 * DWG No: UJ pg30f3 wE = 702 oF�sSlot% r11>IEC'I"ffiI'I r-, I L''I'"'I@!1':QII"' I '.I I ,I' Is PI:'! L L - _ . J -11 I �� .1__- _ "It is a violation of the State Education Law for any person, rC IteCt 0t Kccord: unless he or she is acting under the direction of a licensed KEY TO SYMBOLS ABBREVIATIONS professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such PIPING VALVES INSTRUMENTATION Item Is altered, the altering engineer shall affix to the Item ACS DR ACCESS DOOR FPS FEET PER SECOND REQD WQ'U1r seal and the notation "altered by" followed by his JM2 EXISTING CW PIPING TO REMAIN 1C.O. CLEANOUT TRIPLE DUTY VALVE GAS DETECTOR or er signature and the date of such alteration, and a r AFF ABOVE FINISHED FLOOR FT FEET RPM REOLIOe�RPc WN6 nition of the alteration."EXISTING CW PIPING TO BE REMOVED -------0 CODIP CLEANOUT DECK PLATE ACS PNL ACCESS PANEL FILD FUNNEL DRAIN RD 13131Yls MAIO approved only for the work indicated on the it e ctue P.C. 3—WAY VALVE TEMPERATURE AND HUMIDITY RECORDER Plication specification sheet. all other matters are not to be + AUTO AUTOMATIC G GAS RM ZQMupon, or to be considered as either being approved or EXISTING HW PIPING TO REMAIN COWIP CLEANOUT WALL PLATE LIQUID DETECTOR BFP BACKFILOW PREVENTER GA GAUGE RND ROUND in accordance with applicable codes. JM2 ARCHITECTURE, PC EXISTING HW PIPING TO BE REMOVED F&T TRAP AUTOMATIC CONTROL VALVE @ BLDG BUILDING cc GENERAL CONTRACTOR RPZ REDUCED PRESSURE ZONE DEVICE 2410 NORTH OCEAN AVENUE BALL VALVE PRESSURE GUAGE BOP BOTTOM OF PIPE CAL GALLON SAN SANITARY SUITE 300 EXISTING HW RETURN PIPING TO REMAIN LOW PRESSURE DRIP BTU BRITISH THERMAL UNIT GPH GALLONS PER HOUR SK SINK fARMINGVILLE, NY, 1 1738 UNION BASKET STRAINER FLOW SWITCH BTUH BTU PER HOUR GPM GALLONS PER MINUTE SS SERVICE, SLOP SINK T G3 1 ,320.3305 f I G3 1 .320.3307 EXISTING HW RETURN PIPING TO BE REMOVED I 4 THERMOMETER t CENTERLINE HT HEIGHT SF, SQUARE FEET CHR PIL CHROME PLATED HB HOSE BIB SOV SHUT—OFF VALVE Applicant: EXISTING SANITARY, WASTE PIPING UNDERGROUND TO REMAIN STRAINER BUTTERFLY VALVE 1E ELECTRIC PNEUMATIC SWITCH CLG CEILING HW HOT WATER ST PR STATIC PRESSURE Anthony Martignetti H B HOSE BIBB CO CLEAN OUT HWR HOT WATER RETURN SPEC SPECIFICATION 5 East 92nd St, Apt 3 EXISTING SANITARY, WASTE PIPING UNDERGROUND TO BE REMOVED CHECK VALVE RNE] PNEUMATIC ELECTRIC SWITCH CODIP CLEAN OUT DECK PLATE HWS HOT WATER SUPPLY SST STAINLESS STEEL New York, NY 10 128 FFH B FROST FREE HOSE BIBB FEW] ENVIRONMENTAL SENSOR ALARM PANEL COWP CLEAN OUT WALL PLATE HR HOUR SD STORM DRAIN (9 17) 535 - 3777 EXISTING WASTE VENT PIPING TO REMAIN 1-01 FD FLOOR DRAIN FLOW CONTROL VALVE COD CONTINUED ON DRAWING HZ FREQUENCY SEP TNK SEPTIC TANK Architect of record : WASTE VENT PIPING TO BE REMOVED CW COLD (DOMESTIC) WATER IN INCH OR INCHES TOR TO BE REMOVED FLEXIBLE CONNECTION GATE VALVE CU FT CUBIC FEET IPS IRON PIPE SIZE TEMP TEMPERATURE JM2 Architecture, PC NEW CW PIPING EQUIPMEN CU IN CUBIC INCHES 1W INDIRECT WASTE TOS TOP OF STEEL 2410 North Ocean Ave, Suite 300 D DROP 1W SID INDIRECT WASTE STANDPIPE TYP TYPICAL fairmingville, NY, 1 1738 AUTOMATIC AIR VENT GLOBE VALVE NEW HW PIPING V PUMP DEMO DEMOLITION INV INVERT ELEVATION UNO UNLESS NOTED OTHERWISE (G3 1) 320 - 3305 NEW HW RETURN PIPING CAPPED PIPE MOTOR OPERATED VALVE DF DRINKING FOUNTAIN KW KILOWATT V VENT FUNNEL DRAIN PUMP DIA, 0 DIAMETER LAV LAVATORY VTR VENT THROUGH ROOF MEP Engineer: NEW SANITARY, WASTE PIPING FLD OUTSIDE SCREW YOKE DN DOWN LAVH LAVATORY HANDICAPPED W WASTE EMtCC Consulting Engineers DPC NEW SANITARY, WASTE PIPING UNDERGROUND C— TRAP DWG DRAWING L LENGTH W/ WITH 3555 Veterans Memorial highway, Suite M ---1 121 l­_ PLUG VALVE METER DIP DISTRIBUTION POOL LBS POUNDS W/o WITHOUT Ronkonkoma, NY 11779 ————-- NEW WASTE VENT PIPING DOUBLE CHECK VALVE EA EACH LF LINEAR FEET WCV WATER CLOSET FLUSH VALVE TYPE (G3 1) 35G - 2 1 7G �—GAS---S NEW GAS PIPING (LOW PRESSURE) PRESSURE REDUCING VALVE EC ELECTRICAL CONTRACTOR LP LEACHING POOL WCVH WATER CLOSET FLUSH VALVE TYPE HANDICAPPED Surveyor: RP REDUCED PRESSURE ZONE VALVE ANNOTATION EJ SEWAGE EJECTOR DISCHARGE M METER WCT WATER CLOSET FLUSH TANK TYPE Nathan Taft Corwin SD---- NEW STORM DRAINAGE PIPING SHUTOFF BALANCING VALVE 0 CONNECT TO EXISTING EL ELEVATION MAX MAXIMUM WCTH WATER CLOSET FLUSH TANK TYPE HANDICAPPED 158G Main Road, V NEW VACUUM PIPING ELEC ELECTRIC MBH THOUSAND BTU PER HOUR WC WATER COLUMN Jame5port, NY 1 1947 RD Q ROOF DRAIN (2) LIMIT OF REMOVAL EMER SHR EMERGENCY SHOWER MC MECHANICAL CONTRACTOR WG WATER GAUGE (G3 1) 727 - 2090 N NEW NITROGEN PIPING SOLENOID VALVE EQ EQUAL MIN MINIMUM WH HOT WATER HEATER 0 NEW OXYGEN PIPING rLAV FIXTURE TYPE EWC ELECTRIC WATER COOLER NFPA NATIONAL FIRE PROTECTION ASSOC. WIVIS WIRE MESH SCREEN Project Name HG NEW HIGH PRESSURE GAS PIPING PRESSURE RELIEF VALVE NO. OF FIXTURE UNITS EXIST EXISTING NC NORMALLY CLOSED Q_") EXP EXPANSION TANK NIC NOT IN CONTRACT IW NEW INDIRECT WASTE PIPING GAS COCK -F DEGREES FAHRENHEIT NO NORMALLY OPEN 5775 W Mill Road EXISTING PIPING TO REMAIN e PLUMBING RISER LABEL F & T FLOAT AND THERMOSTATIC # NUMBER FAI FRESH AIR INTAKE NIPT NATIONAL PIPE THREAD EXISTING PIPING TO BE REMOVED Project Address SHUT OFF VALVE FC FLEXIBLE CONNECTION NTS NOT TO SCALE NEW PIPING FD FLOOR DRAIN OIN OUTSIDE AIR INTAKE 5775 W Mill Rd, DIRECTION OF FLOW FFHB FROST FREE HOSE BIB OD OUTSIDE DIAMETER FFWH FROST FREE WALL HYDRANT PID PRESSURE DROP Mattituck, NY 1 1952 PIPE TURNING UP FF EL FINISHED FLOOR ELEVATION PDISCH PUMPED DISCHARGE D PIPE TURNING DOWN FLA FULL LOAD AMPERES PRESS PRESSURE Project Type BOTTOM PIPE TAP FLR FLOOR PSI POUNDS PER SQUARE INCH FLR SK FLOOR SINK R RISE TOP PIPE TAP Renovation FPM FEET PER MINUTE REL RELOCATED -3 CAPPED PIPE PIPE BREAK RCV151on5 07-18-22 ISSUED FOR SCHEMATIC DESIGN BUILDING LOCATION 1 1-04-22 ISSUED FOR PERMIT NOTES 1. ALL WORK SHALL COMPLY WITH ALL LOCAL AND STATE CODES AND AUTHORITIES HAVING JURISDICTION. 2. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED PERMITS AND ARRANGE ALL REQUIRED INSPECTIONS. 3. THE CONTR ACTOR SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS AND TRADES. 4. THESE DRAWINGS, AS PREPARED, ARE DIAGRAMMATIC BUT SHALL BE FOLLOWED AS CLOSELY AS CONSTRUCTION OF THE PROJECT AND THE WORK OF THE TRADES WILL PERMIT. EQUIPMENT LOCATIONS INDICATED ARE APPROXIMATE. COORDINATE EXACT LOCATIONS AND REQUIRED CLEARANCES WITH EQUIPMENT SUPPLIER AND ALL TRADES PRIOR TO INSTALLATION. 5. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL THE EQUIPMENT INDICATED WITHIN THESE DRAWINGS UNLESS OTHERWISE NOTED. VERIFY LOCATION AND DIMENSIONS IN THE FIELD LOCATION MAP PRIOR TO FABRICATION AND / OR INSTALLATION. SCALE: N.T.S. 6. ALL ROOF PENETRATIONS SHALL BE AT THE CONTRACTOR'S EXPENSE. COORDINATE WITH OWNER'S ROOFING CONTRACTOR SO AS NOT TO VOID ANY EXISTING ROOF WARRANTIES. THESE DRAWINGS ARE AN INSTRUMENT Of SERVICE, AND 7. ALL PENETRATIONS OF EXISTING PIPING AND EQUIPMENT TO BE DEMOLISHED SHALL BE PATCHED AND SEALED APPROPRIATELY BY THE CONTRACTOR. PLUMBING GENERAL AS SUCH ARE THE PROPERTY Of JM2 ARCHITECTURE, P.C. 8. THE ENTIRE INSTALLATION SHALL BE GUARANTEED FREE OF DEFECTS AND CONTRACTOR SHALL REPAIR AND / OR REPLACE ANY DEFECTIVE MATERIALS OR EQUIPMENT AT NO COST TO THE ANY UNAUTHORIZED USE Of THESE DOCUMENTS 15 IN A OWNER FOR A MINIMUM PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY ARCHITECT OR ENGINEER. DESCRIPTION OF WORK SCOPE VIOLATION Of SECTION 7209 SUB-DIVISION 2 Of THE N.Y. STATE EDUCATION LAW. 9. ALL WORK SHALL BE SUBJECT TO THE ACCEPTANCE AND APPROVAL OF THE ARCHITECT AND OWNER. THE ARCHITECT SHALL BE NOTIFIED OF ANY AND ALL DISCREPANCIES BETWEEN FIELD CONDITIONS AND THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. FAILURE OF PROPER NOTIFICATION DOES NOT RELIEVE THE CONTRACTOR. PLUMBING FIXTURES AND EQUIPMENT FOR RENOVATION OF Drawing Title THE CONTRACTOR SHALL CORRECT ANY AND ALL WORK ARISING FROM SUCH FAILURE TO COORDINATE DISCREPANCIES TO THE SATISFACTION OF THE ARCHITECT WITHOUT ADDITIONAL COST EXISTING SPACE. TO THE OWNER. P LU M D I N G 10. ALL KITCHEN, PREP AREA AND SALES AREA EQUIPMENT WILL BE FURNISHED AND INSTALLED. EQUIPMENT WILL BE FURNISHED WITH TRIM, FAUCETS, ESCUTCHEONS, ETC. PLUMBING CONTRACTOR SHALL PROVIDE ALL ROUGH—IN TRAPS AND MAKE ALL FINAL CONNECTIONS (SEE EQUIPMENT SCHEDULE). E N E RAL NOTES 11. ALL PIPING TO BE CONCEALED IN HUNG CEILINGS, CHASES AND FURRED SPACES. 5CTM# 1000-IOG-G-3 APP No: 12. REFER TO EQUIPMENT SCHEDULE AND EQUIPMENT SPECIFICATIONS FOR EXACT LOCATIONS OF PLUMBING CONNECTIONS. SCDH5 No.: JM2 #: 2022-OG42 13. THE CONTRACTOR SHALL VERIFY DEPTH, SIZE, LOCATION OF ALL EXISTING UTILITIES IN FIELD PRIOR TO STARTING WORK. DRAWING NO. TITLE Planning #: _ DATE: 5/3/2022 14. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL PIPE HANGERS, AND SUPPORTS IN ACCORDANCE WITH THE LOCAL APPLICABLE CODES. P-001 PLUMBING GENERAL NOTES SEAL SIGNATURE: DESIGNED BY: RD P-101 PLUMBING FIRST FLOOR PLAN 15. THE CONTRACTOR TO PROVIDE TRAP PRIMERS, DEEP SEAL TRAP OR TRAP SEAL ON ALL FLOOR DRAINS AS PER APPLICABLE CODE. P-102 PLUMBING 2ND FLR & ATTIC PLANS of NEIV CHECKED 15Y: AP5 16. ALL PENETRATIONS REQUIRED FOR PLUMBING EQUIPMENT AND PIPING THROUGH ANY WALL SHALL BE PROPERLY SEALED OFF TO MAINTAIN THE INTEGRITY OF THE STRUCTURE. P-501 PLUMBING DETAILS P.VA SCALE: As IndlCatCd 46,, 17. ALL SHUT OFF AND ISOLATION VALVES SHALL BE BALL TYPE. ALL VALVES SERVING TOILETS AND SINKS SHALL BE ANGLE STOP TYPE. P-502 0) PLUMBING DETAILS 1010. 0 DWG No: 18. PROVIDE AN INDIVIDUAL BALL VALVE AND BACK CHECK VALVE TO EACH INDIVIDUAL PIECE OF EQUIPMENT. P-601 PLUMBING SCHEDULES P-602 PLUMBING RISER DIAGRAMS 19. PROVIDE BACKFLOW PREVENTERS AT ALL EQUIPMENT AS REQUIRED BY CODE. P-603 PLUMBING RISER DIAGRAMS pp yppT41 P-604 PLUMBING KITCHEN EQUIPMENT S1011% P = 001 P-701 PLUMBING SPECIFICATIONS 1 ill I 1 11 11 UT F1 t r!11 TTITTIH,I ill I 7111TI! 11 11 F! 'I ,,,I I . L` .A_` _L11J ILL_- "It is a violation of the State Education Law for any person, Architect ot Keco­ra_. unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his M2 or her signature and the date of such alteration, and a I t specific description of the alteration." r 67 This plan is approved only for the work indicated on the c itecture P.c. application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or in accordance with applicable codes. JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE W, LAV HS-1 —COLD FOOD WELL UNIT SUITE 300 fARMINGVILLE, NY, 1 1738 T 1631 .320.3305 f I G31 ,320.3307 Applicant: F-9 F-9 F-9 Anthony Martignetti C.O. 8 East e2nd 5t, Apt 3 CQ i New York, NY 10 128 SHUT-OFF VALUE WITH (5 17) 535 - 3777 6=� FD WINTERIZATION PORT Ir DINING Architect of Record : 3-COMP JM2 Architecture, PC SINK 2410 North Ocean Ave, Suite 300 HBo I farmingville, NY, 1 1738 KITCH 7 1� -5 E E A 1 (63 1) 320 - 3305 C.O. i`*4_ FS r iMEP Engineer: 5ERVEP I BATH MS Emter, Consulting Engineers DPC 5TATION LAV FDM 3555 Veterans Memorial Highway, Suite M C�_ J MS C.O. 7 Ronkonkoma, NY 1 1775 9. (63 1) 356 - 21 76 — - -- -- ------- — =_— ____I 1 , l s'= II III i ,.�--LL —-- —:., WATER 77-,7.7, E7 FILTER 5 u rveyo r: Nathan Taft Corwin E --------------- -@8 158G Main Road, Jame5port, NY 1 1547 _41 /� O i i ( (63 1) 727 - 2050 BA 'Al H 11AI_L I IC.0 Project Name DM 5775 W Mill Road r Project Address 5 5775 W Mill Rd, ROOFED OVER PATIO LAV Al I 40 Mattituck, NY 1 1952 — i-�i I 0. Project Type FOYI P\ BAR AREA —C 3 Renovation FS Li 5AR(10`-E J) RCV151on �� i li j 07- 18-22 ISSUED FOR SCHEMATIC DESIGN 1 1-04-22 ISSUED FOR PERMIT LIfT FS I F V L L --- ---- - -- -- 9 C.O. DN ENTRY HOY 4 UNDERBAR HAND-SINK DN PN P DN RAMP 11 FIRST FLOOR PLAN. THESE DRAWINGS ARE AN INSTRUMENT Of SERVICE, AND SCALE: 1/4" = 1 '-0" AS SUCH ARE THE PROPERTY Of JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE Of THESE DOCUMENTS 15 IN A O KEY NOTES SHEET NOTES VIOLATION Of SECTION 7205 SUB-DIVISION 2 Of THE N.Y. 1 MIN. 1-1/2" INCOMING DOMESTIC WATER LINE. REFER TO SITE 1. REFER TO P-001 FOR PLUMBING SYMBOLS, ABBREVIATIONS, AND STATE EDUCATION LAW. PLAN FOR CONTINUATION. GENERAL NOTES. Drawing Title 2. 4" OUTGOING SANITARY LINE. CONNECT TO THE EXISTING SANITARY 2. REFER TO P-500 SERIES FOR PLUMBING DETAILS. FLUMEIING WASTE LINE ON SITE. REFER TO SITE PLAN FOR CONTINUATION. 3. REFER TO P-600 SERIES FOR PLUMBING SCHEDULES AND RISER FI R5T f LOOK PLAN 3. 4" OUTGOING KITCHEN WASTE LINE. CONNECT TO EXISTING KITCHEN DIAGRAMS. WASTE LINE ON SITE. REFER TO SITE PLAN FOR CONTINUATION. 4. REFER TO P-700 SERIES FOR PLUMBING SPECIFICATIONS. SCTM# 1000-1 OG-G-3 APP No: 4. 3/4" HWR LINE UP TO THE SECOND FLOOR. 5. REFER TO RISER DIAGRAMS FOR ALL PIPE SIZES NOT INDICATED. 5CDH5 No.: JM2 #: 2022-0642 5. 1-1/2" HWS LINE DOWN FROM THE 2ND FLOOR 6. 1-1/2" CW RISER UPTO THE 2ND FLOOR Planning #: DATE: 5/3/2022 SEAL$ SIGNATURE: DESIGNED BY: R5 7. 4" VENT UP TO THE SECOND FLOOR. CHECKED BY: AP5 8. 4" SAN MAIN DOWN FROM 2ND FLOOR. Of NEW P SCALE: As indicated A -8,40, 9. INSTALL NEW RPZ WATTS SERIES 009 ON NEW 1 1/2" CW LINE. REFER TO DETAIL ON DRAWING P503. DWG No: 10. 4" INCOMING SPRINKLER SERVICE. REFER TO SITE PLAN FOR CONTINUATION. 1007A 11 . INSTALL 4" WATTS SERIES LF909 RPZ FESSIL. I 19 it 11 111 1-11117 11 111 rl MIN 11 111111''177TTI 1 1 1 1 'u I I Ir ri r irr I 1 'I I i"'I"111111111111 I if I "It is a violation of the State Education Low for any person, rc Itect 0 ecor unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his UJIM2 or her signature and the date of such alteration, and a SK specific description of the alteration." This plan is approved only for the work indicated on the rc mecture P.c. application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or in accordance with applicable codes. JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE REF SUITE 300 fARMINGVILLE, NY, 1 1735 4 — — I Ll 4 1 T G3 1 .320.3305 f G3 1 .320.3307 L--------J P- -J DW Applicant: ------------ WASHER/DRYER 0 0 0 Anthony Martignetti 5 East 92nd 5t, Apt 3 SK New York, NY 10 128 L I i L (917) 535 - 3777 Architect of Record : JM2 Architecture, PC 2410 North Ocean Ave, Suite 300 r------ -----------i r---------- --1 farmingvdle, NY, 1 1736 C (G3 1) 320 - 3305 SHWR ---------------- - L--- --------- --- MEP Engineer: WH-2 Emtec Consulting Engineers DFC I DIN FP\03G50G 3555 Veterans Memorial Hi hway, Suite M Ronkonkoma, NY 1 1779 (G3 1) 35G 2 1 7G cL A 5 u rveyo r: �' J I 11 0 DN 4 Nathan Taft Corwin Z' C.O. I O I I I —2 -A I 58G Main Road, 5 A JaMC5port, NY 1 1947 HALL 6 Project Name UP Mechai I WH-1 (D 5775 W Mill Road V WC LAV Project Address )1J 5775 W Mill Rd5 Mattituck, NY 1 1952 N CL. Project Type DN 5MELVE5 Renovation LAV WC 9 �IZZ�-FIM Revisions 07-18-22 ISSUED FOR SCHEMATIC DESIGN 1 1-04-22 ISSUED FOR PERMIT 8 SHWR 77777 SECOND FLOOR PLAN ATTIC PLAN SCALE: 1/4" = 1 '-10" SCALE: 1/4" = 1 '-0" THESE DRAWINGS ARE AN INSTRUMENT Of SERVICE. AND AS SUCH ARE THE PROPERTY Of JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A VIOLATION Of SECTION 7209 SUB-DIVISION 2 Of THE N.Y. STATE EDUCATION LAW. Drawing Title O KEY NOT ES SHEET NOTES PMLU DING 1 NEW ELECTRIC WATER HEATER, WH-1, SERVING COMMERCIAL SPACE 1 REFER TO P-001 FOR PLUMBING SYMBOLS, ABBREVIATIONS, AND ON 1ST FLOOR. REFER TO DRAWING P-601 FOR UNIT SPECIFICATIONS. GENERAL NOTES. 2 N D F LK � ATTIC PLAN 5 2. NEW ELECTRIC WATER HEATER, WH-2, SERVING 2ND FLOOR 2. REFER TO P-500 SERIES FOR PLUMBING DETAILS. RESIDENTIAL SPACE. REFER TO DRAWING P-601 FOR UNIT SCTM# 1000-1 OG-G-3 APP No: SPECIFICATIONS. 3. REFER TO P-600 SERIES FOR PLUMBING SCHEDULES AND RISER DIAGRAMS. SCDI15 No.: JM2 #: 2022-OG42 3. 4" SAN DN TO FIRST FLOOR. 4. REFER TO P-700 SERIES FOR PLUMBING SPECIFICATIONS. Planning #: DATE: 5/3/2022 4. 4" VENT UP FROM THE FIRST FLOOR. 5. REFER TO RISER DIAGRAMS FOR ALL PIPE SIZES NOT INDICATED. SEAL SIGNATURE: DESIGNED BY: R5 5. 1-1/2" CW LINE UP/DOWN. 01F NEW CHECKED BY: AP5 6. 1-1/2" HWS LINE DOWN TO THE FIRST FLOOR. P h- SCALE: As Indicated 7. 3/4" HWR UP FROM THE FIRST FLOOR. DWG No: 8. 4" VENT UP TO THE SECOND FLOOR. 9. 4" VENT THROUGH THE ROOF. 10074 SS10 -J P = 1 02 11 , 1 1 111 1 1'ri 11,,J J,n 11,977117' 11 '11 FF17711711 7 1 1 1 F I I iiq, ni 17 '117" 11 - 1 11111 IT ' 1 �11----- --------- JAl- 91 L,.. 11"I-L, II:. I L II I li-�. 11L. 111,�11L .1 "It is a violation of the State Education Low for any person, Architect ot Kecord: unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his JM2 or her signature and the date of such alteration, and a specific description of the alteration." r itecture P.c. This plan Is approved only for the work indicated on the c PROVIDE WYE BRANCH application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or AND ONE-EIGHTH BEND COLUMN OR in accordance with applicable codes. JM2 ARCHITECTURE, PC WITH SCREWED COUNTER- PARTITION 2410 NORTH OCEAN AVENUE AS SHOWN SUITE 300 SUNK ABS PLASTIC PLUG:, HANGER ROD BOLTED --------_______. TAPERED THREAD WITH ON FLOOR FARMINGVILLE, NY, 1 1738 TO STRUCTURE ABOVE ---------mj TFE JOINT COMPOUND. J�- INSTALILED /-PLAN. T I G3 1 .320.3305 f I G31 .320.3307 ik — Applicant:BY CONTRACTOR) WHERE CLEANOUT TEE CLEANOUT Anthony Martignetti FACE SHALL 8 East 92nd St, Apt 3 IS CONCEALED IN A BE WITHIN New York, NY 10 128 VIBRATION ISOLATOR CHASE OR PARTITION, 4" OF WALL 17) 535 - 3777 SURFACE. Architect of Record : WHERE SPECIFIED PROVIDE A ROUND 18 GAUGE STAINLESS STEEL PROVIDE HANGER ROD ADJUSTABLE STEEL COVER WITH BEVELED I I PIPE EXTEN- JM2 Architecture, PC (SIZE AS PER SPECIFICATION) PIPE ROLL EDGES AND FLATHEAD SION IF 2410 North Ocean Ave, Suite 300 farmin�villc, NY, 1 1736 MACHINE SCREW. REQUIRED. (G3 1) 320 - 3305 MEP Engineer: EMtCC C01`150ting Engineers DPC PIPE SADDLE OR RIGID REFER TO PLUMBING 3555 Veterans Memorial Highway, Suite M INSULATION SECTION FIXTURE Ronkonkoma, NY 1 1779 FIXTURE SCHEDULE FOR (G3 1) 35G - 2 17G OR FURTHER 5 u rveyo r: PIPING INFORMATION. Nathan Taft Corwin 158G Main Road, PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY JaMC5port, NY 1 1947 SOLE PLATE WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: (G3 1) 727 - 2090 (INSULATED PIPING ONLY) LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. Project Name SUSPENDED PIPING SUPPORT- 5775 VV Mill Road NOT TO SCALE WALL CLEANOUT Project Address NO SCALE 5775 W Mill Rd, Mattituck, NY 1 1952 Project Type Renovation RCV15lon5 07-15-22 ISSUED FOR SCHEMATIC DESIGN PROVIDE AN INDIVIDUAL VENT ON ALL FLOOR/HUB DRAINS. INSTALL VENT 1 1-04-22 ISSUED FOR PERMIT IN PARTITION OR CHASE WHERE SHOWN ON PLAN. HORIZONTAL VENT BELOW FLOOR IS NOT PERMITTED. IF FLOOR/HUB DRAINS ARE MORE THAN 5' ON A 2" WASTE OR 6' ON A 3" WASTE FROM THE PARTITION, PROVIDE A TRAP AND WASTE LINE TWO PIPE SIZES LARGER THAN THE DRAIN/SINK OUTLET, WITH A REDUCER ON THE TRAP INLET, AND VENT WITHIN 15 FEET. OTHER VENTING METHODS MAY BE USED IF APPROVED BY LOCAL CODE. FINISHED FLOOR REDUCING TRAP--..,,, MEMBRANE CLAMP— ING COLLAR AND SEEPAGE PAN. MAXIMUM TAILPIECE MAXIMUM 15' WHERE LENGTH IS 2 FEET. ENLARGED WASTE SLOPE WASTE AT LINE IS USED AS A TWO PERCENT. COMBINATION WASTE AND VENT SYSTEM. THESE DRAWINGS ARE AN INSTRUMENT Of SERVICE, AND AS SUCH ARE THE PROPERTY Of JM2 ARCHITECTURE, P.C. PROVIDE TRAP PRIMER IF RE— MAXIMUM 5' ON 2" AS UNAUTHORIZED USE Of THESE DOCUMENTS 15 IN A QUIRED BY LOCAL AUTHORITIES. WASTE OR 6' ON 3" VIOLATION Of SECTION 7209 SUB-DIVISION 2 Of THE N.Y. OTHERWISE DEEP—SEAL P—TRAP. STATE EDUCATION LAW. Drawing Title LOCATE FLOOR/HUB DRAINS WHERE SHOWN ON DIMENSIONED ARCHITEC— PLU M 51 NG TURAL PLAN. IF FLOOR STRUCTURE INTERFERES WITH FLOOR/HUB DRAIN, MOVE SIDEWAYS IF POSSIBLE, OTHERWISE MOVE BACK. ALWAYS LOCATE DETAI L5. WHERE EASILY ACCESSIBLE, BUT NOT IN FOOT TRAFFIC. IF SITUATION IS FLOOR SLAB ON GRADE, PROVIDE BACKFILL PER SPECIFICATIONS. 5CTM# 1000-1 OG-G-3 APP No: IF CONCRETE FLOOR IS NOT EXISTING, SET DRAIN IN PLACE AND POUR 5CDHS No.: JM2 #: 2022-OG42 AROUND IT. IF CONCRETE FLOOR IS EXISTING, SAW CUT OR CORE DRILL IT. SET DRAIN BODY IN PLACE AND POUR AROUND IT. RECESS TOP OF Planning #: DATE: 5/3/2022 FLOOR SINKS 1 /2" BELOW FLOOR SURFACE AND SLOPE FLOOR TO IT. SEAL SIGNATURE: DESIGNED BY: R5 CHECKED BY: AP5 of NEM, I po. FLOOR/HUB DRAINS P.840, SCALE: As indicated NO SCALE tp DWG No: rz A. Now& A 1007A,% IV ressl F = 501 1 f` I" I I Ir I I 1117­1111 9"T1177MIT I 111 1 11''911'17`1 '11 H I 1 11, 17 F,11 11711'117-1111 1 ' :I­_ . 1, "It is a violation of the State Education Law for any person, Architect of Kecord: unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such NOTES: item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his ima or her signature and the date of such alteration, and a specific description of the alteration." r� itecture P.C. 1. All enetrations throw h rated walls, includin but not limited to Boiler R This plan is approved only for the work indicated o the p g g Roil p�Jication specification sheet, all other matters are not to be Mechanical Equipment Rooms and Rated Shafts shall be fire stopped per de 611es §11b �� be considered as either being approved or JM2 ARCHITECTURE, PC cordance with applicable codes. included in this drawing set. Refer to Architectural drawings for all wall ratings. Detail 2410 NORTH OCEAN AVENUE ALLOW WEEP COVER TO GRADE sheets show onlya few common applications however, the do not show all SUITE 300 HOLE OPENING pp . ' y FARMINGVILLE, NY, 1 1738 applications. Contractor must use only firestop products that have been UL 1479 or T G31 .320.3305 FI G31 .320.3307 STOPPER OR ASTM E 814 tested for specific fire-rated construction conditions conforming to FINISHED GRADEZZ, END PLUG Applicant: construction assembly type,. penetrating item type' annular space requirements, and Anthony Martlgnett l fire-rating involved for each separate instance. 8 East 92nd St, Apt 3 2. Details shown are typical details. If field conditions do not match requirements of New York, NY 10128 typical details, approved alternate details shall be utilized. Field conditions and (917) 535 - 3777 dimensions need to be verified for compliance with the details, including but not limited Architect of Record : to the following: JM2 Architecture, PC 6" MIN * Minimum and maximum Width of Joints 2410 North Ocean Ave, Suite 300 * Type and thickness of fire-rated construction. The minimum assembly rating of the Farmmgvllle, NY, 1 1738 firestop assembly shall meet or exceed the highest rating of the adjacent (G3 I) 320 - 3305 , construction. MEP Engineer: I c Consulting Engineers DPC 3. If alternate details matching the field conditions are not available, manufacturer's Emte EMtC Veterans Memorial Highway, Suite M engineering judgment drawings are acceptable. Drawings shall follow the International Ronkonkoma, NY 1 1779 45° ELL Firestop Council (IFC) Guidelines for Evaluating Firestop Systems Engineering (G31) 35G - 217G Judgments. Surveyor: Nathan Taft Corwin 4. References: 158G Main Road, * 2013 Underwriter's Laboratories Fire Resistance Directory, Volume 2 Jamesport, NY 1 1947 * NFPA 101 Life Safety Code (G31) 727 - 2090 * All governing local and regional building codes 5. Firestop System installation must meet requirements of ASTM E-814 (UL 1479) tested Protect Name assemblies that provide afire rating equal to that of construction being penetrated. 5775 W MIII Road CLEANOUT DETAIL 6. All rated through-penetrations shall be prominently labeled with the following NO SCALE , information: Project Address ATTENTION: Fire Rated Assembly 5775 W MIII Rd, * UL System # * Product(s) used Mattltuck, NY 1 1952 * Hourly Rating (F-Rating) Project Type * Installation Date Renovation RCV151on5 UL/cULSystem No. C-AJ-1421 07-18-22 ISSUED FOR SCHEMATIC DESIGN I F Rating - 2 and 3 Hr (See Item 4B) 1 1-04-22 ISSUED FOR PERMIT T Rating = 0 Hr FULL PORT BALL 4B 2 4B 1 VALVE (TYP.) A NEW THERMOSTATICALLY CONTROLLED 3-WAY MIXING VALVE �Hm maw .° w• • • .� • ��. • �� �� �• NEW "AMTROL" *AST-30 BLADDER TYPE EXPANSION �° • • •• 3e' •• TANK WITH ISOLATION AND DRAIN VALVES �:�• r" • ' • • A 4A I�------------ 140 DEG. WATER OUT TO BLDG. - KITCHEN 3 I I I�----------- 110 DEG. WATER OUT TO BLDG - DOMESTIC SECTION A-A 1. Floor or Wall Assembly — Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or BACKFLOW PREVENTOR 1600-2400 kg/m3) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 6 in. (152 mm). PRESSURE REDUCING VALVE 2. Metallic Sleeve — (Optional) Nom 6 in. (152 mm) diam (or smaller) Schedule 40 (or heavier) steel sleeve cast or grouted into floor or wall assembly, flush with floor or wall surfaces. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND 3. Through—Penetrant — One metallic pipe or conduit to be installed either concentrically or eccentrically within the I~----------- COLD WATER IN firestop system. The annular space between pipe, tube or conduit and periphery of opening shall be min 0 in. (0 mm) AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. (point contact) to max 5-3/8 in. (137 mm). Pipe or conduit to be rigidly supported on both sides of floor or wall ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A WATER HEATER �� assembly. The following types and sizes of metallic pipes or conduits may be used: I I�—+I------- RECIRCULATION LINE - 1101F A. Steel Pipe — Nom 4 in. (102 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. B. Iron Pipe — Nom 4 in. (102 mm) diam (or smaller) cast or ductile iron pipe. STATE EDUCATION LAW. C. Copper Pipe — Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe. I!--!I Ii------ RECIRCULATION LINE - 140'F D. Copper Tubing — Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tubing. Drawing Title E. Conduit — Nom 4 in. (102 mm) diam (or smaller) steel conduit. FLUMbING F. Conduit — Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing (EMT). RECIRC. PUMPS 4. Firestop System — The firestop system shall consist of the following: { A. Packing Material — Min 4 in. (102 mm) thickness of min 4 pcf (64 kg/m3) mineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor or from DETAI L5 COLD WATER INLET AQUASTAT CONTROLS W/SEPARATE SERVICE SWITCHES both surfaces of wall as required to accommodate the required thickness of fill material. 2" HIGH DRIP PAN B. Fill, Void or Cavity Material* — Sealant — Min 1/4 in. (6 mm) thickness of fill material applied within the annulus, flush with top surface of floor or with both surfaces of wall. For 3 Hr rated assemblies, a min 1/4 in. (6 mm) diam bead of fill material shall be applied at the concrete/pipe interface at the point contact SCTM# 1000-1 OG-G-3 APP No: location on the top surface of floor and on both surfaces of wall. SCDHS No.: JM2 #: 2022-0642 Planning #: _ DATE: 5�3/2022 FIRESTOP OF METAL PIPING ELECTRIC DOMESTIC WATER HEATER WITH SEAL It SIGNATURE: DESIGNED BY: R5 TWO ZONES PIPING DETAIL THROUGH CONCRETE of CHECKED BY: AP5 SCALE: NONE FLOOR/WALL '�� rlM�y, �G OR BLOCK WALL DETAIL yip ��a 84Q4 �� SCALE: As indicated N.T.S. �, * DWG No: � 02 teZ $5 tiZ F� '► 4.� REFER TO ARCHITECTURAL PLANS FOR 1 HR & 2 HR RATED WALLS AND Tf10TA R��ESStAµp� FLOOR ASSEMBLIES AND ASSOCIATED ARCHITECTURAL DETAIL SHEETS -^Rri I I "11 n 111,r IT nIrT I' 11 '1 1111.!111177"111111 1IT 1 11 PI! f'T I �II 1 l "If _., � �� � II II 111 ?�P'' -1.0HtI MILL' "it is a violation of the State Education Low for any person. Architect of Record: unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his or her signature and the date of such alteration, and a specific description of the alteration." % This plan is approved only for the work indicated on the Z7 rc litecture P.c. PLUMBING FIXTURES AND EQUIPMENT This specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or SYMBOL ITEM W V CW HW BASIS OF DESIGN in accordance with applicable codes. JM2 ARCHITECTURE, PC LAV LAVATORY 1 1/2 1 1/4 1/2 1/2 PROVIDED BY ARCHITECT WITH MAXIMUM OF 0.5 GPM. PROVIDE ZURN MODEL ZW3870XLT-4P AQUA-GARD 2410 NORTH OCEAN AVENUE THERMOSTATIC MIXING VALVE. SUITE 300 WC PUBLIC WATER CLOSET 4 2 1 1/4 PROVIDED BY ARCHITECT, WITH A MAXIMUM OF 1.28 GPF. fARMINGVILLE, NY, 1 1738 T I G3 1 .320.3305 ff I G3 1 .320.3307 FD FLOOR DRAIN 2 2 WADE 1100-STD WITH TRAP PRIMER TAP AND 6" COVER Applicant: Anthony lvlartignetti FS FLOOR SINK 3 1 1/2 1/2 ZURN Z1750 12x12x6 STAINLESS STEEL FLOOR SINK WITH 1/2 GRATE WITH TRAP PRIMER 8 East 52nd 5t, Apt 3 New York, NY 10 128 FFH B FREEZE PROOF WALL HYDRANT - - 3/4 - WOODFORD FREEZELESS ANTI-SIPHON WALL FAUCET MODEL 17, NON-FREEZE WALL HYDRANT (917) 535 - 3777 MS MOP SINK 2 1 1/2 1/2 1/2 Architect of Record : SPECIFIED BY ARCHITECT. I JM2 Architecture, PC 2 1/2 1/2 SPECIFIED BY ARCHITECT, WITH A MAXIMUM OF 2.2 GPM. PROVIDE ZURN MODEL ZW3870XLT-4P AQUA-GARD 2410 North Ocean Ave, Suite 300 SK HAND SINK 1 1/2 1 1 1 1 THERMOSTATIC MIXING VALVE. FURNISH AND INSTALL NIDAYE 2.2 GPM WATER-SAVING SINK FAUCET AERATOR INSERT. farmingville, NY, 1 1738 NOTES: i. PROVIDE FLOOR DRAINS WITH TRAP PRIMER CONNECTION. (G3 1) 320 - 3305 2. ALL PLUMBING FIXTURES TO BE APPROVED BY ARCHITECTS AND OWNER PRIOR TO PURCHASE AND/OR INSTALLATION. MEP Engineer: I Emter, Consulting Engineers DPC 3555 Veterans Memorial Highway, Suite M Ronkonkoma, NY 1 1779 (G3 1) 35G - 2 1 7G Surveyor: Nathan Taft Corwin I 58G Main Road, JaMC5port, NY 1 1947 (G3 1) 727 - 2090 Project Name ELECTRIC WATER HEATER SCHEDULE BASIS OF DESIGN AS NOTED 5775 W Mill Road ID SERVICE' MODEL STORAGE HEAT RECOVERY ELECTRICAL APPROX. GAL GPH ENTERING LEAVING AP TOTAL ELEMENT VPH/Hz MCA MFS WEIGHT REMARKS Project Address TEMP .*F TEMP .'F Fr. ING. MBH WATTAGE (LBS) WH-11 1ST FLOOR - COMMERCIAL SPACE DRE-52-30 50 1 124 1 1 1 30.0 kW 208/3/60 1 2 3 5775 W Mill Rd, WH-2 2ND FLOOR - RESIDENTIAL SPACE RE255T6 55 25 6.0 kW 1208/11/601 1 — 142 1 2 4 Mattituck, NY 1 1952 PROVIDE W/ SECONDARY DRAIN PAN PIPED TO NEAREST DRAIN WITH TEMPERATURE AND PRESSURE RELIEF VALVE PIPED TO DRAIN PAN BASIS OF DESIGN AO SMITH Project Type BASIS OF DESIGN BRADFORD WHITE Renovation Revisions 07-16-22 ISSUED FOR SCHEMATIC DESIGN 1 1-04-22 ISSUED FOR PERMIT PUMP SCHEDULE BASIS OF DESIGN TACO PUMP ELECTRICAL APPROX. ID MODEL NO. SERVICE GPM HEAD RPM NPSH IMP. DIA. BHP NAMEPLATE V/PH/Hz MCA MFS WEIGHT REMARKS FT. W.G FT. /INCHES HP (LBS) P-1, P-2 009-SF5-IFC 110-1, WH-2 1 1 8.4 3250 - 1 1/8 1115/1/60 1.4 - 1 9.5 1 03)4 STAINLESS STEEL, FLANGED O2 DIRECT DRIVE LOW POWER CONSUMPTION O INTEGRAL FLOW CHECK O4 PROVIDE WITH TIMECLOCK AND PIPE TEMPERATURE SENSOR THESE DRAWINGS ARE AN INSTRUMENT Of SERVICE, AND AS SUCH ARE THE PROPERTY Of JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE Of THESE DOCUMENTS 15 IN A VIOLATION Of SECTION 7203 SUB-DIVISION 2 Of THE N.Y. STATE EDUCATION LA Drawing TitleLAW. PLUMBING R15ER DIAGRAM5 SCTM# 1000-1 OG-G-3 APP No: 5CDH5 No.: JM2 #: 2022-0642 Planning #: _ DATE: 5/3/2022 SEAL SIGNATURE: DESIGNED BY: R5 CHECKED BY: AF5 01F IfEw C1 P,84 SCALE: As lildlCatCd V1. tp DWG No: QFESS10 rill 11TIf I it i in In nit III im ill a ii i intwwri E I in Frilinivirinniffai I unriiiii in m r I iiiii"immini iii in m, a III I IIIIIIIIIIIII ..111..IhlL.i l�, '1 - I.? i.I L, 11L- . -1—1��111 L. A1� "It is a violation of the State Education Law for any person, Architect o ecor : unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such Item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his i M or her signature and the date of such alteration, and a specific description of the alteration." �,�+: �� � �+ � t ' � p �C. This plan is approved only for the work indicated on the C c.+ U G application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC in accordance with applicable codes. 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 1 1738 T ( 631 .320.3305 FI 631 .320.3307 Applicant: Anthony Martignetti 8 East 92nd St, Apt 3 1 New York, NY 10125 (917) 535 - 3777 Architect of Record : JM2 Architecture, PC 2410 North Ocean Ave, Suite 300 — — — Farmingville, NY, 1 1738 (631) 320 - 3305 MEP Engineer: 2" CW Emtec Consulting Engmeer5 DPC P-1 3555 Veterans Memorial Highway, Suite M Ronkonkoma, NY 1 1779 — — (631) 35G - 2176 5 u rveyo r: Nathan Taft Corwin HWR I I I 1586 Main Road, I ( I I Jame5port, NY 1 1947 II i (631) 727 - 2090 Project Name WH-1 I IATTIC 5775 W Mill Road 1" HW 1" HW I I ' SHEET NOTES 1 1/4" HW 1 1/2" HW 1 1/2" HW 1 1/2" HW I I Project Address AL PIPE SIZES SHOWN ARE_ _ _ —�'_ _ I I 1 RES OF THE INNER DIAMETER OF PIPING. �A¶� 5775 W Mill �d, 1" CW 1-1/2" CW �1 I — " �� � » ( PLUMBING CONTRACTOR SHALL ACCOUNT FOR — — _ — 2 CW _ — 2 CW _ I PIPE SIZES ACCORDINGLY. M a tt i t u c k, NY 1 1952 I I 2. DISTANCE FROM CIRCULATING LOOP TO Protect Type ( I I I I ( I LAVATORY HW OUTLET SHALL NOT EXCEED 2 FEET FOR 1/2" PIPING. II I II I II II II II I II III I II III I I Renovation 1/2" 1/2" 1/2" I I I I 3/4" I I I I I Revi5ion5 ( I (T'P•) I I I I I I 1 1/2" HW 07-18-22 ISSUED FOR SCHEMATIC DE51GN I I I i i i I I 1"-T I I I I I I I I I 1 1 -04-22 ISSUED FOR PERMIT �-3/4" 1/2" I I I (TYP) I I I I 04-28-23 ISSUED FOR 100% CD (nP ) ( L 05-12-23 155UED I I 07-26-23 OWNER ROR�FOR SIT +_ 4 41H F4 I Ho 4 H Hil 'T T� i Al Ho 4HI "W >lSK RF LAY LAV_�' Q W W Q HWR Q HWR HWR Q I I 2ND FLOOR MS 2" CW 2" CW 2" CW — � — — — — — — — 1 1/2" CW 1 1/2" HW 3/4" CW 3/4" CW 3/4" CW 1 1/2" HW 1 1/2" HW — — 1» CW 1» CW 3/4" CW �— — — 3/4" HWR — — — — — 3/4» HW 1" 1" HW 1 1/4" HW 1 1 4" HW — — I I I II i i II I I i I I WATER I I 1" III I I I I I t----��----... ..............o---r FILTER I ( I i i I I I I ' 1 i THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND/2" 4"RPZ ' ( I I I 3/4" AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ( UNDER BAR 2 FT 1/2" 3/4" 1/2" 1" 1/2" ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A ( HAND SINK �nP) (�'P') I (NP') (NP•) VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. Q Q STATE EDUCATION LAW. HB LAV L,o,V THREE COMP. SINK DISH HS-1 ' 2» RPZ ' WASHER Drawing Title ■ ■ 1/2" 0 P �S 1 ST FLOOR PLUMBING �4" I �� � CW, HW, AND M1VR PIPING R15ER DIAGRAM5 —J ■ UNDER SLAB TO SERVING +MMMonnommoM'nn"moon M Mono MoMMMmp AREA PLUMBING FIXTURES PIPING NOTE: SCTM# 1000-106-6-3 APP No: ALL DOMESTIC HOT, COLD AND HOT WATER RETURN 5CDHS No.: JM2 #: 2022-0642 PIPING MATERIALS, JOINTS AND FITTINGS GREATER THAN 1" SHALL BE CPVC WITH 1" THICK Planning #: _ DATE: 5/3/2022 DOMESTIC WATER RISER DIAGRAM MINERAL—FIBER INSULATION. ALL DOMESTIC HOT, COLD AND HOT WATER RETURN PIPING MATERIALS, SEAL SIGNATURE: DESIGNED BY: P,e SCALE: NONE JOINTS AND FITTINGS 1" AND LESS SHALL BE PEX 4 FIRE RPZ AND 2 DOMESTIC RPZ INSTALLED IN WITH 1" THICK MINERAL—FIBER INSULATION. ALL CHECKED BY: AP5 REFER TO CIVIL A OUTDOOR HOTBOX ENCLOSURE BY PLUMBING PIPING IN EXPOSED LOCATIONS SHALL BE PROVIDED DRAWINGS FOR CONTRACTOR. REFER TO DETAILS FOR FURTHER WITH PVC JACKETING. OF NlE�y SCALE: A5 indicated CONTINUATION INFORMATION. r P.84a DWG No: s� t'+� � P = 602 to'4 10 0 4 t4N,�? ARQ�ESSYQ�P TTI' I7,wwilm wr rn rimm"wiD 17 fT.IFT"IIFTIM-717I TI'I1111,'11'IIR°I'I I AI 117 fm,f9 " mtf'T, nil ii nrl Rm' of it f r mrnice„ "It is a violation of the State Education Law for any person, rc Itect of eCOr unless he or she 'is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the it his or her seal and the notation "altered by" followed by his — i M or her signature and the date of such alteration, and a specific description of the alteration." �� ��� e � U � e _P C. This plan is approved only for the work indicated on the application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC in accordance with applicable codes. 4" V.T.R. 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 1 1738 PIPING NOTE: T I G31 .320.3305 FI G31 .320.3307 ————————i ALL SANITARY WASTE AND VENT PIPING MATERIALS, JOINTS AND FITTINGS SHALL BE PVC EXCEPT FOR Applicant: SANITARY GREASE PIPING WHICH SHALL BE CAST IRON. Anthony Martlgnetti 8 East 92nd St, Apt 3 i New York, NY 10128 (917) 535 - 3777 Architect of Record : JM2 Architecture, PC 1 2410 North Ocean Ave, Suite 300 Farmingville, NY, 1 1738 (G31) 320 - 3305 1 FD I ATTIC MEP Eng I neer: 4"V Emtec C01`15ulting Engineers DPC 3555 Veterans Memorial Highway, Suite M 1 2" Ronkonkoma, NY 1 1775 I 3"V 4"V 4"V 4"V I (G31) 35G - 217G -- --T-- —T -- — — ---- _i 5urve yor: —T 1 --� --i— —i— �- --------i ---�------T ---r---r---i—I--�------� Nathan Taft Corwin ' 1 I 1 I I I I i I 1 I 155G Main Road, (TYP.) I j 1 I 1 I I I i i James ort, NY 11947 (TYP.) 1 I I I I I r-------r—J 1 1-1/2"V I I I I I I (G31)7 27 - 2090 1 I 1 I I I 1 I I I I I I I I I I 1 I I I I 1p`-1 1/2"V --1 1/2"V I I I I I Protect Name (TYP.) i (TYP.) 1 I I 1 1 I I I I I I I 4"V I 5775 W Mill Road I I 1 I 1 1 I I I I I I I I I I LAV I I I LAV 1 I i LAV I SK I SK 1 I D I D LAV1I11 I rq, I I I I I Project Addre55 CODP I SHWR CODP I SHWRI CODP DW 1 WM WM SHWRI Ikill 1 ! 1 I _ 2ND FLOOR 5775 W Mill Rd, `-=L--�L--i— ____ -.—_ _ _=__ -- --- — --- I NY 1 1552 Matt�tuck 2„ 3» Project Type 4„ 4» „ 4» , 4 4 4 DFU's 4" 7 6 DFU's 5 DFU s 4„ (TYP) ♦l 5 DFU's 4 DFU's 9 DFU's 5 DFU's 14 DFU's 19 DFU's � I 30 DFU s , I Renovation 11 3"V 3"V 4'v 4"V t ; 4"V 3"V 2„v _ __ Rev�sm T T - 07-18-22 ISSUED FOR SCHEMATIC DESIGN 3'V--�' I I I I 1 1-04-22 ISSUED FOR PERMIT 2„V­+ 04-25-23 ISSUED FOR 100% CD 1 1 I I (TYP.) I 2'V�I' I 05-12-23 ISSUED FOR PERMIT 2"V—� 2"V_+ 2"V--� — V�2"V + I 2' I 2"V� 2 V� --1 1/2 'V I I (TYP.) I I 07-2G-23 OWNER REVISIONS 1 (TYP.) I I I 1 I (TYP.) I 1 I (TYP.) I I (TYP.) I I I I I I i I i I 1 3 COMPARTMENT SINK I I COLD-FOOD I I I I I I I UNDER UNDERBAR BEER 1 UNDERBAR COCKTAIL UN 1 I I WELL UNIT I I I LAV I LAV I I COUNTER DERBAR UNDERBAR DISH 1 HS-1 I 1 I I I I HAND SIR DRAINBD&RD DISPENSER I DRAINBCaARD LTI—STATION DRAINBCaARD I BEER—BINS WASHER 1 I I I 1 I i 1ST FLOOR CODP �I CODP 1 — I WI I I CODP I I I CO_D --� 40" FD I I FD i — FD I P 4» CONNECT TO SANITARY MAIN ( FS I FS 12 DFU'S 2" \ —— ——�— I FS i FS 30 DFU s LINE ON SITE. REFER TO 56 DFU's ( 2 DFU'S 4' 2 DFU'S 4" \ \ `\ ` \ `�——�,— THE LATEST SITE PLAN. I ----�- --�---L -----`— `------------- --_______=__ _________________ -- - — -- `---------- ----- ---------------- ----- — ------ -- — --- -- --- --- --------- ---- 4" (TYP) 4„ 4„ 4„ 4» 4» 4» 2» 4» 4» (TYP) 4„ 4» 2 DFU's 4 DFU's 8 DFU's 10 DFU's 12 DFU's 6 DFU's 18 DFU's 2 DFU's 4 DFU's 2 DFU's 18 DFU's 8 DFU's CONTINUATION TO KITCHEN WASTE LINE ON SITE. REFER TO THE SANITARY RISER DIAGRAM LATEST SITE PLAN. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. SCALE: NONE ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A COMBINE 1ST FLOOR WASTE AND VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y.2ND FLOOR WASTE LINE. STATE EDUCATION LAW. — Drawing Title PLUMBING K15ER DIAGRAM5 SCTM# 1000-I OG-G-3 APP No: SCDHS No.: JM2 #: 2022-0642 Planning #: _ DATE: 5/3/2022 SEAL SIGNATURE: DESIGNED BY: R5 CHECKED BY: AP5 QF NEW ra SCALE: A5lndlcate6 �p P.8,gQa 4 DWG No: gq; ti loci& P = 603 RoFIS SY'�� 1111Ll JL� OIL 111 "It is a violation of the State Education Low for any person. Architect of Record: unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item his or her seat and the notation "altered by" followed by his JM2 or her signature and the date of such alteration, and a specific description of the alteration." This plan is approved only for the work indicated on the Xra itecture P.c. application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or in accordance with applicable codes. JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 Archftect oi Recorcl: fARMINGVILLE, NY, 1 1735 T I G3 1 ,320.3305 f I 631 .320.3307 Applicant: JM2 Anthony Martignctti 5 East 92nd St, Apt 3 // RCE IT ECTU R Epc New York, NY 10 125 (917) 535 - 3777 J!V2 A?CHITECTUKt,PC 24 10 PJOPTH O9.A!J RVENUF Z%ln 3100 Architect of Record : PAPMING.VILLE,NY, 11738 JM2 Architecture, PC T&,Or GUAt T 163!.320.3305 f I G31.320.33C7 2410 North Ocean Ave, Suite 300 Applicant: farmingville, NY, 1 1735 Anthory W.-tir"eft! (63 1) 320 - 3305 G1 5 5NEE211,GAURD 8 East 92nd 5t.Apt3 Ne yoA,Ny)0 128 Z, (9w17)535-3777 MEP Engineer: Architect of Record: u4p EMtCC C01151.11ting Engineers DPC ppu G WA!,'Q'it 1 3102 Ardtatirpeo"C 3555 Veteran Memorial Highway, Suite M COLD FOOD A5 PEP,2010 ADA',5T'9,DARD5 FOR A -2 IV40YE 2410 NoO.O(Aao Ave,5ute 3CO — rX, WELLUNIT -Of FFf farniqJe,NY I f738 Ronkonkoma, NY 1 1775 1-COV VVI USE OPC WT 1 ON PATI-11 5 L=TED 0P I tiP I&E E VV?r,AREA5 mAll %31)320-3305 it I JK (63 1) 356 - 21 7G+42.75'-A.1 .r, ARE LE55 Tti��N I000'-QUAK.ffEt A10 DEFINED Dy PEWAIIEINT LYIN574Lffo PAFTMONS,COUINIMr,?.CA5."rRK,OR.FUI01,50NG5 51ALL NOT bE qQIJIUD TO Structural Engineer: 5 u rveyo r: tdUNr,R A5 5ANMAACH/5kA0: iCOMPLY IRITH ACCE551131LITV 5�CTJON 402 E2 En4imn- 5rLEC"tc tybmf4�p, .PRf FARATION' WkP.1OIy1J5F090AAnOrJ PATt5 LOCATED VATIffN WPLM AXICIFT AW5 THAT, 4,38"Dk Ave, Nathan Taft Corwin ME AN INTEGRAL tO Mf VNhfl.fr Of WXY,AREAEOU 1 PV!�47 5 H ALL 0,107 BE W_J I Rr, Nv Lor4tm.CT OG320 f Rl 6 RATOR 402, 10)437-3259 158G Main Road, MEP Engineer: J3MI55port, NY 1 1947 bmtz,-Cor&!fri Erqrfe,.,5 DPC (63 1) 727 - 2090 DRU54 5-5MI FOR WA5H1I,G`Gl.A55APt 15 1qOUftT AT T, TtIF�t 3555 V&xra,i5 kArm-n-A 4-ki,5vit-V OYSTER BAR COUNTER DETAIL BAR TQP�,- L_ Rcmkonkow,NY I I'n9 III I 1_011 A-5 A�-5 1) -2176 Project Name k(CABiNET'IFACE5'T6M FIN13MEDW11M LAWIIATf MkNUFACTUPED BYTf(j,,',ICt,1Oq., Surveyor: AP"ROVED tW&ALL COIATEPTO�76V IAAL501AP'50,JD 5URWt OR, Nathan Tat Cori i W P�'PKOV!D 1QUAL.COLOR.5 TO BE CH05fN LAY OMIER. �55G Main Road. 5775 W Mill Road jerewort,ky 11947 R 0 GA5 F11 RED A 7�M 1:.;5 01�U%17 5,�THE REFO�E t!G H CIOD REO LII Izz 0 (6.31)727-2090 Frqrect Wffw, Project Address rr OTE5 5775 W Mill Rd, f00D .00NT"`_"L PLUMBING N I I 5775 W Mill Rd W'UNDEV'CO,it"m rRilfr't LAJ II Ek15 CON"PoL.frkNy,of srcip'to N,Rt1rRt&5PiTOP,AND FFB ZTR5 R1IqNi,46 24110LJfl,S,gy PRO?AnE, 9,A=JJATr 5ARPLM rR-0k1fVtD ItM,q_ N W57 LM5 AND FOOD OR WA5,1Wr,RELATED)EW!MfN'r. Mattituck, NY 1 1952 ALL 8E d5ffl On ALL hO f PIM G,.IN -A 7 All fYRO5rD V01K20NTAL,r1PI1,IG A501VE CM1,45%DRAINACSL t WA;5F, Pxjrtt,AddressWe BOTLY I N ACCOMANCV 4111 M A,%154 A 117.1 5TANDARD5,Bf`_�'ArLf 403.2.11b. Project Type 4. WN71W SfiALL 5I­iUT Of-HEATIRACE AND rUlvl-5*�HEN 15 NOT,m Ot�ATIO� G�cl D 5. 5775 W Mill Rd, I 2}bkftn4uNTEP" C. PLA51;C MATMk5 ARE NOT TO 5E U5ED FOR 1iiTNT$,ROOF DkAIN5.Hot 4 bCLD*4rERtl1%irc.3 45AN1TARY$Y5TDA5. 7. ttOT WATER HEATM�501_1_R tOL11-11ED VT�Rfti�r v,&Lvt*buro OR Flrl!TO 05CtiARGE 50 A5 NOT TO.'CREATt A WARD 0,r Mattituck, NY 11952 Renovation RrFrIGMTO� ,004, F-1 -1)Nit, NO FfUtr OIJV_T5 W1M OR PIP14 5HAIL Pf CNqffM_TaAWDRAWC-, w %1fzE GUM ALL J'UJf FIRE ALL OTIEP FLAT TOP GRIDDLI , �CC DE!,=0 Project Type I 5,NCCL1J P06 WELL UNIT Kf3Cht. 10; D0ME5VC tITI WATER Vlkl,tf H;,?F,LED B,�Fi MiC't1DT'W4-A fgrR�'A5 �_ t6, RCV151on5 J I III-ALL UNDER CROL10-COPPER BLXDt14rGAbCVf=UND5dA1L6ftYTLCOrrr.', 12: ALLWOKLAID! T JAPF CO'��ZT OF ftJRN15HMZ 411 LABOR,MAT Renovation tj Xi45 io 07-16-22 ISSUED FOR SCHEMATIC DESIGN r % PER�OFW*COWLYTE ALL WORK, it 1 1-04-22 ISSUED FOR PERMIT 13. 1"ATER572 T rN I I d) WJ lk,WNIRACTOR,5ha QXP DINATE,"13114G WVv,�,t Z WITH APzCMCrul,%ELbMWL t%#!_Ct4A)1ICAL PLA 1,6 A 5 Rffluln. Rev,.!!iom ' QUPTS 1 per G. 5[t 5?LA5fl GLIARD5 i EIMENCHEDULE 11-2022 �75ed per Omer 04-21-2022 'OVE NU93fR, t8jrouipmeNT Tyr! MANUFACTURER I MODEL NUMBER ktcberi revi5rd per Oticr 06-i G-2022 Ilk Updated%6eknq Layout 07-20-20122 B I 00DUAL BAR Olt 5Y5TEM 05 Revised 5e3tIM4 Layout 1)CL 1 08-11-2022 7-8 GUARD 52 UNDERBAR GLA55 ROCK -G5153-PE Revised per 5CDt15 Food Contra 09-124022 CL TABLE W1 SPLASH C KR24 P1,7r*Reveed per Owner 09-25-2022 153 MIERBAR FILLER5 It D;WNBOA" ROYAL f 1111 ER 1-91,ting Plam Rnnmd per Owner 10-14-2022 Lt�qinq Plans Rvmpd per Owvr 85 CRAFT COCKTAIL MULTI-STATION KR2441638L-10 10-2!-2022 MOP 5IN1:,11 MOF HOOK BG UNDEFDAR FfUFR5 4 DRAINBOARD5 ROYAL FELLER o 5IDf 5 57 DISPENSER,BEER D53GL r 5ERV1W1Cf 51 ft8 LINDEP:EAR FILLER5 4 DRAINBOARD5 ROYA"fiLLER 59 UNDERM,DRY 5TORAGI! KR24-512-PE B10 5ELF WNW CWT, COCKTAIL MULTI-STATION KK24 WATER it UNDEP13AR FILLfR5 4 DRAIN5000,5 ROYAL FILLER P Y5TEM B 1)MODULAR BAR .HERD Toil.. 0) D12 VNDfI?,BAR t1AND5INK 024425T w 5�-,Tvv ROPE 513 UNDMAR BEE P"v,15 KR24-0548 82)UNDERBAR r,LA55 ROCK 1 B14 BACK BAR COOLER B5GOL THE5E DPAAfWG5 ARE AN INSTRUMENT OF 5f RV!CE,A%19 A5 B3)UNDEPBAR FILLERS PTABLE, 5UCH ARE TMF PROPEPTY Of JM2 ARCHITECTLITZ,P.C.ANY THESE DRAWINGS ARE AN INSTRUMENT Of SERVICE, AND t DRAINBOARD ORAGE BELOW UNAUTHORIZED U5r,Of THREE DOCUMENT1515 IN A NUMBER UM L�tli toulrfAir TYPE MANUFACTURER I MODEL NUMBER VIOLATION Of 5ECTION 7209 5UD-DIV15ION 2 Of Ttti'E N.Y. AS SUCH ARE THE PROPERTY Of JM2 ARCHITECTURE, P.C. 155)CFAFT COCKTAIL STATE EDUCAT!ON LAW. MuLTI-5TkTION I ELECTRIC FLOOR FRYER PITCO FRIALATOR,MODEL 5E 14 ANY UNAUTHORIZED USE Of THESE DOCUMENTS 15 IN A 56)UNDERBAR NtLE K5 VIOLATION Of SECTION 7209 SUB-DIVISION 2 Of THE N.Y. 0 DPWOARD5 --- Aq., 2 UND!RCOUNTER RMIGErATOP TUPDO AIR PAODEL TUR-455D-N(.AQ(-AP) Drae.nq Title STATE EDUCATION LAW. 57)019PfU5M� 3 GRIDDLE,ELECTRIC ACCUTEM!"MOM EGF2083AN504 I Drawing Title ER I IQ—) 4 1200 CFM WALL MOUNTED RANGE HOOD 'D/COCOILM946.0 BL I:--AREA VENT-A-HOO food Control Plan 138)UNDERMP,Ft1iER5 4 VP1 5ANDWCH I PAWN!GRILL VOLLRATH MODEL 40793 AtN13CARD5 P L U M D I NG 139)UNXRBAR M L 4K "AN) f 6 ELECTRIC COUNTERTOP FRYER EQUIM MODEL KF8510 570; 0 13 LRDAR BEER BINS 5CTM# 1000-106,00-06.00-003.0M 5UILDINGW,: K I TC H EN E Q U I P M E N T 7; ;-..5 1'0)CRAFT COCKTA1 11 7 TWO(2)tOMFAMENt VNK 5AP?HfPf MANUfACTURINGMODIL 5M51824-2 12)U - AR HAND51%W/5DE 5PLA-Sh GUARDS 5CDH5 No.: C-21-0373 jV,2 kjor 2022-0G142 MULTI-5TATfON 7,1 PRE_R;N5t FAUCET A551fM3LY,`AqTt1,ADD ON FAUCET KqOIAINE WOD121.17-1091d Z5A No: 7573 DATE: 1021!2022 5CTM# 1000-1 OG-G-3 APP No: 11)UNDER13AP FILLERS 4 0%. NBOARD5 8 D15HWHER,Dc)bprff CMA D15HMAtHIIff5 MODEL E5f­C 9 CLEAN 015HTABLE 5AP�WRE MANUFACTURING VOI)EL 5MCEIT-24R 5'_AL t 5IGNATL;,RE: Df5IGWD BY: DA SCDH5 No.. JM2 #: 2022-OG42 10 THREE(3)COVFARTMENT,51�1K 01[CQD BY: im Planning #: DATE: 5,13/2022 fir5t floor - Food Control 10 WALL I SPLASH MOUNT FAUCET KROWNE MODEL 14-6081. 5CALE: A5 w6cate,,1 SEAL SIGNATURE: DESIGNED BY: RD 114 1 1-011 A-5 I I 5ANDWICH 15ALAD PREPARAMN REFRIGERATOR TURBO MODEL TY485D-12-1,41 D'VG Not 11 It 04DERCOUNTER REFRICEWOR TURBO AIR 11 MODfLTUR-485D-04-N CHECKED BY: AP5 13 COLD FOOD WELL.UNIT,DROP-M,ICE-COOLED ATLASMETAL MODEL W Of 111"Ir COL-2 k = SCALE: As IndICJtCd A5 A P-O'd I M ICE BINS,VOP ROOM,WAM4N REFRIGERATION,4 EMPLOYEE LOCKERS TO BE LOCATO 114 ACCE550RY 5TRUCTURf 50 FROM MA!N 5TRUCTURE tp DWG No: N., FESSIO P = 604 11 1 "1 !1 '1777TIT111 IF 17 TWITT"77111111:' F1111FI1 I ffry,Jr,rI91T I _ 1111111HIL1L- AF I, "It is a violation of the State Education Low for any person, Architect oF cord: unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is offered, the altering engineer shall affix to the item PLUMBING SPECIFICATIONS his or her seal and the notation "altered by" followed by his J12 or her signature and the date of such alteration, and c specific description of the alteration." A. GENERAL PROVISIONS FOR PLUMBING WORK 4. ESCUTCHEONS This plan is approved only for the work indicated on the /rc itecture P.c. 1. PROVIDE A COMPLETE PLUMBING SYSTEM INCLUDING FIXTURES, DOMESTIC application specification sheet. all other matters are not to be WATER SERVICE, SANITARY INTERIOR DRAINAGE SYSTEM AND ALL PIPING, A. ESCUTCHEONS SHALL BE CAST IRON OR CAST BRASS SET-SCREW relied upon, or to be considered as either being approved or FITTINGS, HANGERS, INSULATION, VALVES, CUTTING AND FINAL CUTTING, AND TYPE. in accordance with applicable codes. JM2 ARCHITECTUKE, PC PATCHING AND FINAL PATCHING. B. PROVIDE ESCUTCHEONS ON EXPOSED PIPING THROUGH FLOORS, 2410 NORTH OCEAN AVENUE 2. FURNISH ALL EQUIPMENT AND ACCESSORIES NEW, UNLESS OTHERWISE NOTED CEILINGS, WALLS AND PARTITIONS. SUITE 300 AND FREE FROM DEFECTS. C. PROVIDE CHROMIUM PLATED ESCUTCHEONS AT TILE WALLS AND ON 3. WORK MAY BE REVIEWED AT ANY TIME BY REPRESENTATIVES OF THE ARCHITECT CHROMIUM PLATED PIPING. fARMINGVILLE, NY, 11738 AND/OR ENGINEER. 5. TESTS AND INSPECTIONS T I G3 1 ,320.3305 f I G31 .320.3307 4. CLEANING AND ADJUSTMENT A. NOTIFY LOCAL PLUMBING INSPECTOR AND PERFORM TESTS IN THE A. BRUSH AND CLEAN WORK PRIOR TO CONCEALING PAINTING AND PRESENCE OF AN AUTHORIZED REPRESENTATIVE. Applicant: ACCEPTANCE. PERFORM IN STAGES IF DIRECTED. B. DRAINAGE AND VENT PIPING INSIDE BUILDING SHALL BE TESTED AS FOLLOWS: Anthony Martilnetti B. FLUSH OUT PIPING AFTER INSTALLATION AND BEFORE FINAL (1) WATER TEST: IF TESTED IN SECTIONS, FILL EACH SECTION 5 East 52nd 5t, Apt 3 CONNECTIONS ARE MADE, AT LEAST TWICE, IN A MANNER AS WITH WATER TO OVERFLOWING, FRONT TEN FEET ABOVE OR DIRECTED AND/OR ACCEPTED BY THE OWNER. FLOOR-TO-FLOOR HEIGHT, WHICHEVER IS GREATER SO THAT New York, NY 10 128 ALL OF EACH SECTION, EXCEPT THE TOPMOST, IS TESTED (917) 535 - 3777 B. PLUMBING FIXTURES WITH A HEAD OF AT LEAST TEN FEET. WATER LEVEL SHALL 1. SUBMIT SHOP DRAWINGS FOR THE FOLLOWING: REMAIN CONSTANT THROUGHOUT TEST WITHOUT ADDING Architect of Record : A. FIXTURES AND TRIM WATER FOR A MINIMUM OF TWO HOURS. JM2 Architecture, PC B. SUPPORTS AND CARRIERS (2) SMOKE TEST: AFTER DRAINAGE CONNECTIONS HAVE BEEN 24 10 North Ocean Ave, Suite 300 C. FAUCETS COMPLETED AND FIXTURES HAVE BEEN SET, FILL TRAPS 2. BASE BID MANUFACTURERS WITH WATER AND INTRODUCE INTO ENTIRE SYSTEM AT BASE, farmin�ville, NY, 1 1738 A. PLUMBING FIXTURES: KOHLER CO., ELJER CO., AND AMERICAN THICK PENETRATING SMOKE PRODUCED BY A SMOKE (G3 1) 320 - 3305 STANDARD, INC., ELKAY. MACHINE. CHEMICAL MIXTURES WILL NOT BE ALLOWED. AS B. BRASSWARE: CHICAGO FAUCET CO., KOHLER CO., CRANE CO., SMOKE APPEARS AT ROOF OPENINGS, CLOSE OPENING TIGHT MEP Engineer: AMERICAN STANDARD, INC., ELJER CO., T AND S BRASS WORKS, INC., AND APPLY PRESSURE EQUIVALENT TO ONE INCH OR WATER. RADA, DELTA FAUCET CO., MOEN, AND SPEAKMAN CO. MAINTAIN TEST FOR A MINIMUM OF ONE HOUR. EMtCC C01150tlng Engineers DPC 3. FIXTURES 6. INSTALLATION 3555 Veterans Memorial Highway, Suite M A. SEE P-601 AND ARCHITECTURAL DRAWINGS. A. COORDINATE WITH OTHER WORK AS NECESSARY TO INTERFACE Ronkonkoma, NY 1 1779 4. EXPOSED PIPE AND ACCESSORIES INSTALLATION OF EQUIPMENT WITH OTHER COMPONENTS OF SYSTEMS. A. PROVIDE EXPOSED PIPE, FITTINGS, TRAPS, ESCUTCHEONS, VALVES, B. DOMESTIC WATER SUPPLY SYSTEMS (G3 1) 35G - 2 17G VALVE HANDLES AND ACCESSORIES, ABOVE AND BELOW FIXTURES (1) ALL WATER PIPING SHALL BE RUN FREE OF TRAPS AND Surveyor: WITH CP. PROVIDE CP CAST BRASS ESCUTCHEONS WITH SET UNNECESSARY BENDS, AND ANY TRAPS FORMEnil-SHALL BE Nathan Taft Corwin SCREWS FOR PIPING AND TUBING. PROVIDE CP CAST BRASS PROVIDED WITH DRIP VALVES TO PERMIT COMPLETE TRAPS WITH CLEANOUT PLUGS, UNLESS OTHERWISE NOTED. CP TYPE DRAINAGE OF THE SYSTEM. 156G Main Road, 1" TUBING FIXTURE SUPPLIES MAY BE USED. COVERING TUBES WILL C. DRAINAGE SYSTEMS Jan`165port, NY 1 1947 NOT BE PERMITTED. (1) SLOPE HORIZONTAL DRAINAGE PIPING 2 INCHES AND (G31) 727 - 2090 SMALLER AT 1/4 -INCH PER FOOT MINIMUM. C. DOMESTIC WATER SUPPLY SYSTEMS (2) SLOPE HORIZONTAL DRAINAGE PIPING 2-1/2 INCHES AND 1. BASE BID MANUFACTURERS GREATER AT 1/8-INCH PER FOOT MINIMUM. Project Name A. SHOCK ABSORBERS: JAY R. SMITH MFG. CO., ZURN INDUSTRIES, 7. HANGERS/SUPPORTS INC., AND WADE DIV. TYLER PIPE AND FOUNDRY CO. A. ALL PIPES SHALL BE FIRMLY HELD IN PLACE BY APPROVED HANGERS, 5775 W Mill Road ANCHORS, GUIDE HANGERS, FRICTION HANGERS AND SUPPORTS. 2. TESTS AND INSPECTIONS B. SUPPORT ALL PIPING FROM BUILDING CONSTRUCTION BY PROVIDING A. PRIOR TO PIPES BEING COVERED, ALL PIPING WILL BE TESTED AND INSERTS, BEAM CLAMPS, STEEL FISHPLATES (IN CONCRETE FILL INSPECTED AS LISTED BELOW. ONLY), AND ACCEPTABLE BRACKETS. Project Address (1) ALL HOT AND COLD WATER PIPING WILL BE TESTED IN THE 8. JOINT INSTALLATION 5775 W Mill Rd, PRESENCE OF THE OWNER'S REPRESENTATIVES AT 100 PSI A. INSTALL JOINTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. HYDROSTATIC PRESSURE FOR TWO (2) HOURS AND SHOW B. CAST IRON HLIBLESS SOIL PIPING: NO LEAKS. (1) TYPE 1 COUPLING MAY BE USED FOR PIPING THAT IS FOUR Mattituck, NY 1 1952 3. DISINFECTION OF POTABLE WATER SYSTEMS INCHES AND SMALLER. PROVIDE NEOPRENE GASKET (ASTM A. AS PART OF THE PLUMBING WORK, THE POTABLE WATER SYSTEMS C-564) AND STAINLESS STEEL CLAMP HOLD BAND IN Project Type AND ALL HOT AND COLD WATER PIPING, DRINKING WATER PIPING AND ACCORDANCE WITH CISPI. OTHER PIPING AND EQUIPMENT, SHALL BE DISINFECTED PRIOR TO C. COPPER TUBING: INSTALL IN ACCORDANCE WITH COPPER USE, WHENEVER SAMPLES FROM THE SYSTEM SHOW ANY DEVELOPMENT ASSOCIATION RECOMMENDATIONS. Renovation CONTAMINATION AFTER MAKING A BACTERIOLOGICAL EXAMINATION. (1) SOLDERED JOINTS: PROVIDE FOR DOMESTIC WATER TUBING B. SAMPLES SHALL BE TAKEN AS REQUIRED BY THE DEPARTMENT OF SYSTEMS. USE 95-5 TIN-ANTIMONY SOLDER WITH HEALTH. THE METHOD TO BE FOLLOWED SHALL BE THAT AS NON-CORROSIVE PAST FLUX. REMOVE EXCESS FLUX RCV15M5 PRESCRIBED BY THE DEPARTMENT OF HEALTH, OR WHERE NO BEFORE SOLDERING. METHOD IS PRESCRIBED BY THE DEPARTMENT OF HEALTH, BY THE 9. SEALING OF SLEEVES 07- 18-22 ISSUED FOR SCHEMATIC DESIGN FOLLOWING: A. SEAL ALL SLEEVES THROUGH FIRE AND SMOKE-RATED WALLS AND 1 1-04-22 ISSUED FOR PERMIT (1) THE PIPE SYSTEM SHALL BE FLUSHED WITH CLEAN, FLOORS IN ACCORDANCE WITH LOCAL CODE AND FIRE DEPARTMENT POTABLE WATER UNTIL NO DIRT`( WATER APPEARS AT THE REQUIREMENTS. OUTLET. F. INSULATION FOR PLUMBING WORK (2) THE SYSTEM OR PART THEREOF SHALL BE FILLED WITH A WATER-CHLORINE SOLUTION CONTAINING AT LEAST FIFTY 1. PROTECT EXPOSED UNDER LAVATORY PIPING AND VALVES WITH (50) PARTS PER MILLION OF CHLORINE AND THE SYSTEM MOLDED CLOSED CELL ANTIMICROBIAL PROTECTIVE COVERING. OR PART THEREOF SHALL BE VALVED OFF AND ALLOWED TO ACCEPTABLE MANUFACTURERS: TRUEBRO, INC., MCGUIRE STAND FOR 24 HOURS, OR THE SYSTEM SHALL BE FILLED MANUFACTURING CO., INC., OR PLUMBEREX, SPECIALTY PRODUCTS, WITH WATER-CHLORINE SOLUTION CONTAINING AT LEAST 200 INC. PARTS PER MILLION OF CHLORINE AND ALLOWED TO STAND FOR THREE (3) HOURS. 2. TESTS AND INSPECTIONS (3) FOLLOWING THE PRESCRIBED STANDING TIME, THE SYSTEM A. ALL COMPONENTS OF THERMAL INSULATION SHALL SATISFACTORILY SHALL BE FLUSHED WITH CLEAN POTABLE WATER UNTIL NO PASS A TEST BASED UPON TEST PROCEDURES OF ASTIM E136-65. EXCESS OF CHLORINE REMAINS IN THE WATER COMING FROM THE SYSTEM. 3. INSTALLATION (4) THE PROCEDURE SHALL BE REPEATED IF IT IS SHOWN THAT A. ADHERE JACKETS WITH ADHESIVE AND BUTT SECTIONS OF INSULATION D. DRAINAGE SYSTEMS CONTAMINATION STILL PERSISTS IN THE SYSTEM. TIGHTLY TOGETHER AND ADHERE THREE-INCH BUTT STRIPS OF JACKET MATERIAL OVER JOINTS. AT FITTINGS AND VALVES, OVERLAP MASTIC AND FIBERGLASS REINFORCING CLOTH TWO INCHES ONTO PIPE INSULATION. B. EXTEND INSULATION, UNBROKEN, THROUGH HANGERS AND SLEEVES. 1. TRAPS C. INSULATE ALL WATER PIPING AT FIXTURES AND EQUIPMENT, INCLUDING A. PROVIDE DEEP SEAL P TYPE. PROVIDE TRAPS FOR FLOOR, AREA, CONCEALED BRANCH PIPING IN PIPE CHASES, EXCEPT DO NOT AND FUNNEL DRAINS AND CONNECTIONS TO FIXTURES AND INSULATE EXPOSED CHROME PLATED WATER PIPING AT FIXTURES AND EQUIPMENT. EQUIPMENT. THESE DRAWINGS ARE AN INSTRUMENT Of SERVICE, AND 4. FIELD QUALITY CONTROL E. PIPING, FITTINGS AND HANGERS A REPAIR SEPARATION OF JOINTS ON INSULATION DUE TO THERMAL AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. 1. QUALITY ASSURANCE A. A. EACH LENGTH OF PIPE, FITTING, TRAP, FIXTURE VALVE OR DEVICE MOVEMENT OR POOR WORKMANSHIP. ANY UNAUTHORIZED USE Of THESE DOCUMENTS IS IN A USED IN ANY PIPING SYSTEM SHALL BE STAMPED OR INDELIBLY G. VALVES FOR PLUMBING WORK VIOLATION Of SECTION 7209 SUB-DIVISION 2 Of THE N.Y. MARKED WITH WEIGHT OR QUALITY, AND MANUFACTURER'S NAME OR 1 BASE BID MANUFACTURERS STATE EDUCATION LAW. MAKE A. BALL VALVES: CONTROMATICS CORP., WORCESTER CONTROLS CORP., Drawing Title B. SANITARY PIPE AND FITTINGS SHALL BE MARKED WITH THE LUNKENHEIMER, CRANE CO., NIBCO, STOCKHAM VALVES AND FITTINGS, COLLECTIVE TRADEMARK OF THE CAST IRON PIPE INSTITUTE OR WM. POWELL CO., AND WATTS REGULATOR CO., AND APOLLO RECEIVE PRIOR APPROVAL OF THE ENGINEER. (CONBRACO INDUSTRIES, INC.). P LU M D I N G 2. SUBMITTALS 2. DOMESTIC WATER SUPPLY SYSTEMS A. SUBMIT SHOP DRAWINGS FOR THE FOLLOWING: A. INTERIOR WATER LINES UP TO AND INCLUDING 2 INCHES (1) FITTINGS (1) BALL VALVES 125 LB. W.S.P. BRONZE BODY, STEEL BALL, SI F EC I N CAT I ON5 (2) FLASHING SLEEVES TEFLON SEATS AND STUFFING BOX RING, AND LEVER (3) ESCUTCHEONS HANDLE THREADED ENDS. SCTM# 1000-1 OG-G-3 APP No: 3. BASE BID MANUFACTURERS 3. COMPRESSION STOPS A. FLASHING SLEEVES AND FLASHING FITTINGS: JOSAM MANUFACTURING A. SIMILAR TO CRANE 8-346. 5CDH5 No.: JM2 #: 2022-0642 COMPANY, JAY R. SMITH MANUFACTURING COMPANY, ZURN B. WHERE STOPS WITH DRAINS ARE REQUIRED, USE SIMILAR TO CRANE A INDUSTRIES, INC., AND WADE DIVISION TYLER PIPE AND FOUNDRY 8-348. Planning #: DATE: 513120122 COMPANY. 4. INSTALLATION B. HANGERS AND SUPPORTS: I.T.T. GRINNELL, CARPENTER AND A. INSTALL VALVES WHERE INDICATED OR REQUIRED IN ACCESSIBLE SEAL SIGNATURE: DESIGNED BY: Re PATTERSON INC., AND FEE AND MASON. LOCATIONS WITH NO VALVE HANDLES POINTED DOWN. CHECKED BY: AP5 of: "Ely,C1 $4 h. SCALE: As irdicated ,.a 0 P. o DWG No: 70070 SS1 H = 701 T I I 11' 'If I II' 1 1 1" 1 7 11 11 1! _"71`711 7 7 77!1111117"' 1 T' li r1111" 1 117.111",