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HomeMy WebLinkAbout49010-Z S�FFOtr Town of Southold 9/10/2024 P.O.Box 1179 o 53095 Main Rd Wpy�j01ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45531 Date: 9/10/2024 THIS CERTIFIES that the building COMMERCIAL ALTERATION Location of Property: 5645 Aldrich Ln,Mattituck SCTM#: 473889 Sec/Block/Lot: 120.-3-11.13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/2/2021 pursuant to which Building Permit No. 49010 dated 3/10/2023 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: alterations, including first floor farm office and second floor farm labor camp with 10 person occupancy,to existing agricultural building as applied for per ZBA#7412SE. dated 9/17/2020 and New York State Variance Petition# 2020-058. The certificate is issued to 5645 Aldrich Lane LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C-20-0244 4/19/2024 ELECTRICAL CERTIFICATE NO. 49010 3/22/2024 PLUMBERS CERTIFICATION DATED 4/16/2024 Tony Colagrande fl Aut riz d i ature o�SUFFna,��o TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE "o • 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#: 49010 Date: 3/10/2023 Permission is hereby granted to: 5645 Aldrich Lane LLC 38A Fifty Acre Rd St James, NY 11780 To: construct alterations (altering first floor to a farm office area and altering second floor to a 10-person capacity farm labor camp) to an existing agricultural building as applied for per ZBA, SCHD & Planning approvals and NYS Variance. At premises located at: 6646 Aldrich Ln, Mattituck SCTM #473889 Sec/Block/Lot# 120.-3-11.13 Pursuant to application dated 2/2/2021 and approved by the Building Inspector. To expire on 9/8/2024. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $1,740.00 CERTIFICATE OF OCCUPANCY $50.00 Total:, $1,790.00 Building Inspector pF SO!/r�,ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 �� �� sean.devlin(a)-town.southold.ny.us �y�OUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 5645 Aldrich Lane LLC Address: 5645 Aldrich Ln city:Mattituck st: NY zip: 11952 Building Permit#: 49010 Section: 120 Block: 3 Lot: 11.13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: ACR Electric Corp License No: 4178ME SITE DETAILS Office Use Only Residential Indoor X Basement Service Commerical X Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 44 Ceiling Fixtures 20 Bath Exhaust Fan 3 Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 49 CO2 Detectors Sub Panel X A/C Blower 1 Range Recpt 50Ax2 Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt 3QAx2 Emergency Strobe 5 Heat Detectors Disconnect Switches 24 4'LED 20 Exit Fixtures 8 Sump Pump Other Equipment: SubPanel 40 Circuit/ 32 Used (6)115 ARC (10)120ARC Notes: Farm Worker Housing Inspector Signature: Date: March 22, 2024 S.Devlin-Cert Electrical Compliance Form - • S.-aa1�"Mf tf071�QiD 5�j BUILDING DEPARTMENT TOWN OF SOUTHOLD Cullum M . � -.� •Date`--.�Y 1��r ., {,,�_ 1 cadfy&&I 64e molder t1sr+�is ttc watcc svp ly�Y an�+*•:••less thaas'�IQ of 1'«Ical r _ �� " OF SOUTyOlo # # .TOWN ;OF SOUTHOLD BUILDING DEPT. IOU 631-765-1802 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: ?t;m ff-tlu /-01410 DATE INSPECTOR o�aOF SOGTy� V y0/0 # TOWN OF SOUTHOLD BUILDING DEPT. `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 [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: IV � /c/ Age 0 Ned Fc� p, c--x ,k ��YJ d �5, 0�lrr., 41A-cp-� 6,v re DATE / INSPECTOR OF SOUTyo 4© 4 0 s(o q 5 41drid, �. * # TOWN OF SOUTHOLD BUILDING DEPT. `ycoom, 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 [.� ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: rlj DATE 7 INSPECTOR Ol O OE SOUTy�� -- * # TOWN OF SOUTHOLD BUILDING DEPT. �O • �O cnu 631-765-1802 INSPEC .- N [ ] FO NDATION 1ST �, [ ROUGH PL13G. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] P E C/O [ ] RENTAL REMARKSPM?:2- OAA/ : v'1 dim, b✓1 Q� DATE INSPECTOR laF SObTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. `ycouWN 631-765-1802 o`( 0 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH 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: 1 DATE INSPECTOR OF SOGIyo� # TOWN OF SOUTHOLD BUILDING DEPT. °`y�OUMVN 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 [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: IVA ` p }� DATE x Dom INSPECTOR OF SO(/T�°� # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 631-765-1802 0 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL Coe%" - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODEVIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: P�- �' �RAI of T�PK, Q \ � pnf-i I lillm t ¢dot rDv4j '44z VM4—4V CIUA), DATE INSPECTOR COMcheck Software Version COMcheckWeb Envelope Com pl lancs., e ,Jficate Project Information POE 6 ?, 83 Energy Code: 2018 IECC Project Title: KEIL Location: Mattituck, New York N, Climate Zone: 4a U Project Type: Addition Vertical Glazing/Wall Area: 2% Construction Site: Owner/Agent: Designer/Contractor: 5645 ALDRICH LANE NORMAN KEIL WHOLESALE NUSERY MATTITUCK, New York Building Area Floor Area 1-Warehouse: Residential 10076 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Vaiue U-Factor Factor(a) Perimeter Ext.Wall:Wood-Framed, 16in.o.c., [Bldg. Use 1-Warehouse] 1576 21.0 0.0 0.062 0.064 Door: Insulated Metal, Swinging,[Bldg. Use I-Warehouse] 21 — 0.280 0.610 Window: Wood Frame:Operable, Perf.Specs.: Product ID 28 — 0.280 0.450 CW23,SHGC 0.34, [Bldg.Use 1-Warehouse] (b) Roof: Attic Roof,Steel joists, [Bldg.Use 1-Warehouse] 1557 42.0 0.0 0.032 0.027 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. :Envelo,po,PASSES: Design 4%better than code Envelope Compliance Statement Compliance Statement The proposed envelope design 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 CqMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. 1-27 RW_ 'rZ 49 2 Mar Name-Title SignaturL- Date 0 Project Title: KEIL Report date: 02/16/23 Data filename: Page 1 TiT 11 1 "'4,, 4`1 4n, U, U. nm' 6 ? 93i 0 ORGANII.NrION - - - 7- ii0- _M­ aik 9A M NO -:I UUARDIAq 8iraYF0aSpecall . Radiant Drywall and Insulation Corp. www.Rqdiqnt1nsu1SVstems.eom P 0 Box 899 Middle Island,NY 11953 Phone:631-924-0500 Fax:631-924-4584 EnviroDri,,AI Commercial Lic:Suffolk:36254-H Residential Lic:Nassau:H1901650000 Certificate of Insulation 2/28/2024 Bilello Construction Job site: Norman Keil Nurseries 25 Jefferson Avenue 5645 Aldrich Lane East Islip, NY 11730 Mattituck, NY 11948 Radiant Insulation Systems has installed the following insulation items. Please see the locations and values as listed. BUILDING PACKAGE: Demilec Closed Cell Spray Foam installed in Attic Flat Closed at 1.5" (R-1 1.2) R-30 8.25 X 15 Kraft Faced Fiberglass installed in Attic Flat Closed R-30 10 X 16 Kraft Faced Fiberglass installed in Attic Flat Open R-13 3.625 X 16 X 96 UN13 installed in Flat Open R-30 10 X 16 Kraft Faced Fiberglass installed in Ceiling Slope R-13 3.625 X 15.25 Kraft Faced Fiberglass installed in Ceiling Slope R-21 5.5 x 15 Kraft Faced Fiberglass installed in 2 x 6 Exterior Walls R-21 5.5 x 15 Kraft Faced Fiberglass installed in Joist Ends White Caulk 10.1 oz Tubes installed in Insulation Phase Items FS-814+ 28 oz installed in Insulation Phase Items Soudal Window and Door Foam installed in Insulation Phase Items Soudal FireBlock installed in Insulation Phase Items RockWool 3 x 16 x 48 installed in Insulation Phase Items Top Plate Gasket-Air Seal Item RockWool 3 x 16 x 48 installed in Firestop Ton Vice President ti mksarchitect@optonline.net From: John Bilello <john.bilello@icioud.com> Sent: Tuesday, February 20,2024 11:28 AM To: Norm.Jr Keil; Matthew Pendleton; Michael Hand; mksarchitect@optonline.net Subject: Fwd: 5645 Aldrich La. in Mattituck Sent from my iPhone Begin forwarded message: From: Paul Castrova <paulc@radiantinsulsystems.com> Date: February 20, 2024 at 11:23:19 AM EST To:John Bilello<johnb1lello10@optonline.net>,John.Bilello<john.bilello@icloud.com> Subject:5645 Aldrich La. in Mattituck Hi John, Attic Flat Closed-w/plywood-Demilac HFO 1.5" closed cell foam- R/11.5 Knauf R/30C Kraft Batt- R/30 Attic Flat Open- Knauf R/30K Batt- R/30 Knauf R/13U Batt Layover- R/13 Ceiling Slopes Open- Knauf R/30K Batt- R/30 Knauf R/13 U Batt Layover- R/13 Exterior Walls- Knauf R/21 Batt- R/21 All installed at 2nd Floor. Please let me know if you need anything else. I will have the office send you an insulation certificate as well in case you need. Respectfully, Paul Castrova Estimator/Sales Rep Radiant Insulation Systems Inc. 1 ` 390 Middle Country Rd, Middle Island, NY 11953 pauk@radiantinsuisystems.com 631-924-0500 office 631-924-4584 fax 631-879-7333 cell i MIN 2 3 ESCHWARTZHITECT , .� FEB 2 9 2024 J MARK &ASSOCIATES 28495 \Main Road•PO Box 933•Cutchoguc, iNY re i- rp f 1 :. .ici j1..tc935 si631.734.4 i om January 09,2024 Southold Town Building Department 54375 Main Road Southold,New York 11971 Re: Keil Nursery 5645 Aldrich Avenue Mattituck,New York To whom it may concern, I have been on site during portions of the construction phase at the Keil Nursery project. The insulation has been installed as per Insulation Certificate (dated 02/28/24 from Radiant Drywall and Insulation Corp.)with John Bilello Construction and to best of my knowledge,meets or exceeds NYS Code requirements as per ComCheck Compliance Certificate. Please call this office with any questions you may have. Sincerely, `dfl a. Mark K.Schwartz,AIA-Architect AIA Member American histitWe of Architecture J00,4412* nc Ain to n wA� spray Foam Spsciafists ICYNENE Radiant Dry.WWI and Insulation Corp. www._R6diarWnsu15y teins.com P D BOX899 Middle Island,NY 11953 Phone:M-924-0500 Fax:631-924-4584 .EnviroDri 1 ' AA Commercial tic Suffolle 36254-H Resident[W 13c:Nassau-.I31901650000 Certificate of Insulation 2/28/2024 Bilello Construction Jqb site. Norman'Kell Nurseries 25 Jefferson Avenue 5645 Aldrich Lane ;East islip, NY 11730 Illlattituck, NY 11948 :Radiant Insulation Systems has installed the following insulation items. Please see the locations and values as listed. BUILDING PACKAGE: Demilec Closed Cell Spray Foam installed in Attic Flat Closed at 151(R-11.2) R 30,825 X 15 Kraft Faced Fiberglass installed in Attic Flat Closed R-3010 X 16 Kraft'Faced Fiberglass installed in Attic Flat open R 13 3.625 X 16 X 96 UNB installed in Flat Open R-3010 X 16 Daft Faced Fiberglass installed in Ceiling Slope ft 13 3.625 X 15.25 Kraft Faced'Fiberglass installed in Ceiling Slope R 215.5 x 15 Kraft Faced Fiberglass installed in 2 x 6 Odedor Walls R.21 5.5 x 15 Kraft Faced Fiberglass installed in Joist Ends 1Nhite Caulk 10.1 oz Tubes installed in'lnsulation Phase Items FS-814+28 oz installed in Insulation Phase items Soudal Window and Door Foam installed in Insulation Phase Items Soudal FireBlock installed in Insulation Phase Items RockWool 3 x 16 x 48 installed in Insulation Phase Items Top Plate Gasket-Air Seal Item RockWool 3 x 16 x 48;Installed in Frestop Tony Cos.,,,lio a 'Vice President L 1 awe.. i — y W.r 7 1 i e.wu� —12 ' I fill ii f i a t, Ilf � itii'�t16!� � If!�•l fl� •t 9'I!!• Q. 8i 11 ' Y � i .� r s Staff bathroom t Lights �' } Hallway lights Stan bathroom 9 Lunchroom Kitchen 1 g, GUS sink outlet Women',bit Water sottener ® _ Heat > Light&outlets a - fi w Women's bath Heat spare �V CrY ' Men bath nY mO 9 Heat 1t L1 jNY�t5� a Men bat LLK N Q s} He:it *'n m �a � < r r-Z jmrt rUU Yf 0 Ca JCat N .�f1;3r E' Om p B' O Yail mm O�Y � o � N1���S�4Y�Ziz Z�Yi � •�il,irtn y $o6��JwoaosWo shop outlets U = W�WiW �gm�3� �ir last Kno`^tberip nditio ne Tha n ca 1 lc eared by tocess: - - ° tolloWin9 P AFC'to t.Turn the F"Posdton. the�� d hold 2.Pre PTV button' - - 9 Turn,)NPosPTT the a the P A.ReleasWithin l3) 5e110n4s' - aiiTr EME .� NS e12��tP FN 1 ®kh • ( krf�e& «} | #A«§mm � fris m%r , / * . { � �% ® %»m Refrigerator 2 ( CA ` $ yI r Microwave 1 . .���. }§\ ° r®w Bath wI ; %u trA&C | ,k§rn ® § � Hood k >ntrB&D ! § I / ! Hood . ; 2 ` q !f k� | . 2 � Cn CT :)u«e E � § © ] §■ , �R r■ ! < | microwave 2im if ■| w.§0) d � • ! i # . , ƒ , ) Is Washer f anK@ ¥ ■ ` \22k , '4 ■■ it / bedroom out§b \\ Rer - ■- ` | / bedroom |) 2 / TV room ate �f t * Statt bathronr lights 1 „ Hallway lights Aare i I ; Staff bathroom 1 Lunchroom Kitchen Gfi's 9 sink outlet Women_s bath F Water softener ® Hens Y > 1 Light&outlets ftr women's bath "` spare ® Heat w tE�i V a Men bath nY 8 Herat v�z�'iic + spare iNYV15 E Men bath v �muN Q I Heat �.a 7 spare Frig MONPRE W- c�3 Y J-. ac � X spare CD ?I, 0"-C7�'T�;4rzyW�pyC �� - y NW�__�pZ$Z �Yi WG3.��YjJJ�OW Ai?� W y=� Wn U -N L ,Pere r ow The last kn n be+p '^l conditw be mess. l cleared Y o following P GI 10 1.?urn O P position. the and hold 2 Pre p�budIto - -_ Turn,thN Position. 3 the O e P� 4.R010asWithln(3) Se.onds. - .. 5►EMENS - 'r t` ' _ I I � ` ����� X � r I r�.%+fir � r / '��' .w `r` !. ���,•� A r Y . ..=+ ..ti .T:'f`� }�- .—�t v,qc Lea� ��•—r�,allj7f 1r'"7r.��..; — _ —. y �► i 1 i z , AN vt K. 1' y } ��4�1�►�"� `r`'�'"-, •`_ ."r - ,'ram �i .tip +r .�' �� �,� +� f i -_�, �. �` ,.,-`oaf 1 �" '� _ J--- ` \ .* { - �—'' �� ` ___ , '`��l ` �r ��. •. ti �� .� OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 ��' y� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) O' fG Southold,NY , ,: .. Telephone:631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE E C E I V E }` TOWN OF SOUTHOLD AUG 2 1 2024 August 21, 2024 Sullding Department Town of Southold Mr. Normal Kell 38 A Fifty Acres Road Saint James, NY 11780 Re: Approved Amended Site Plan for Aldrich Lane Farm Labor Camp 5645 Aldrich Lane, ±1,833 ft. s/o of Sound Avenue &Aldrich Lane, Laurel SCTM#1000-120.-3- 11.13 & 11.14 Dear Mr. Kell: The Planning.Board has found that the requirements of the above-referenced Amended Site Plan have been completed based on the site inspection conducted August 16, 2024. The site is now in-conformance with the approved Site Plan for E.W.H. Limited Liability Company prepared by Joseph Fischetti, P.E., dated August 22, 2003 and last revised November 22, 2004. This letter does not condone any changes from the approved Site Plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this Site Plan or its process, do not hesitate to call this office Re pectfully, mes,H: Rich III Chairman cc: Michael-Verity, Chief Building Inspector Michael Collins, Town Engineer i Visser III, Fredric From: Michael Hand <mike:mksarchitect@gmail.com> Sent: Monday,June 12, 2023 12:39 PM To: Visser III, Fredric; Mark Subject: Norman Keil Nusery hi Fred Amanda, at the building department suggested I reach out to you in regards to BP 49010 3 questions to clarify 1.the 2nd floor labor force section;the ceiling in this area can you let me know if you expect this to be fire rated and, if so, is it 1 hour? 2. If fire rated required,will a drop ceiling that is rated,with the grid framing, acceptable 3. since this is a cathedral ceiling(existing) I assume a 8-9,ceiling he should be acceptable but just want to confirm thanks for your time Mike Michael Hand Mark Schwartz,Architect P.O.Box 933 28495 Main Road Cutchogue,NY 11935 Office Ph.(631)734-4185 Office fax(631)734-2110 ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. c1�11.E e� Ra�v"Sep fig/ 'e S� �,�A�1ai,�.� ` �''�S �' ' '71 ' one 4®uf S h l S 1 •` A Partitions .......................................................................................................................................... ........................................... Wood Framed i L ® f r3' 2� grMSMINT Loadbearing Acoustical Performance Reference rMUT-111mull M . wt.12 •518"&ern=RREcm Gore gypsum UL Des U301 52 USG-810218 A-88 panels or SHEmom water-resistant Based on same assembly with RC-1 Core gypsum panels or Rsam panels channel and without mineral wool batt 6" 2 x 4 wood studs 16"o.c. joints finished 58 810219 •optional veneer plaster Based on same assembly with RC-1 channel and 2'mineral wool batt wt 13 •5/8"&kEm.DcK FiREGODE C Care gypsum UL Des U334 A-69 panels 2 x 4 wood studs 16"o.c. 6V2" 2"ThvuARm SAFI3 10,V, 17,1 1 RC-1 channel or equivalent one side joints finished Chase Walls 5/8"SHEEmocK FmEcoDE C Core UL Des U340 A-70 gypsum panels Re" 2 x 4 staggered wood stud 24"o.c.on 2 x 6 common plate —joints finished optional veneer plaster SKErm FRfcom Core gypsum panels UL Des W41 A-71 f0f it'I' " 2x4 woods studs 24"OC on separate plate, J'J 3 1 J t no minimum spacing between rows joints finished 3 1/2'glass fiber insulation V41 J'O' J fit-, U-1=U_ • N"&aTm FF=E Core gypsum UL Des UM A-72 panels or FeER=panels,outside •5/8"SHEmocx Fimcom Core gypsum panels or FsER=panels 2 x 4 wood studs 24"o.c. Alternate based on 1/2'SHEEmocK GA-WP-3810 57 RAL-TL-73-224 A-73 l9wom C Core gypsum panels,both outside, 3-1/2"glass fiber both walls double layer and Inside single layer 12Y? Alternate based on 1/2"SmffmocK &A-M-3812 57 TL-73-224 A-74 K A FREcoDE C Care gypsum panels,outside both 3-1/2"glass fiber walls double layers only 121/4" 20 UN Fire-Resilstnt Assemblies d B Floor/Ceilings .............................................................................................................................................................................................................................................................. Wood Framed Dimensional Lumber Acoustical Performance Reference clg.wt.5 •Two layers 5/8"&ffMeCK RRECODE C Core TUL Des L511 Assembly not recommended B-72 gypsum panels when sound control Is a major —1"nominal wood sub and finished floor consideration —2 x 10 wood joist 16"o.c. 131/4" —RC-1 channel or equivalent —joints finished •Two layers 5/8"SuEErnocK Fx.=E C Core UL Des L541 52 BAL-IN-89.5 B-73 gypsum panels 8"x 8"ceramic life 58 RAL TL-89-145 •1/2"Dumm exterior cement board Based on vinyl file over oriented ��nuri gm nnrTnr?7 ®1"SHEEIRocK gypsum liner panels board in place of ceramic file and 13'/4" l l 1111 I l t t I i 11 .1/2"plywood cement board V1MUL _2 x 10 wood joist 16"o.c. 3"mineral wool batt 51.. RAL .. -IN-89-7.................................................. —RC-1 channel or equivalent ................ ........................I......................... 59 RAVL-89446 Based on carpet1pad over oriented strand board in place of ceramic file and cement board ................................................................... 60 RAL-TL-W141 ..............................................I........I.......... 62 RAL-IN-89-8 •Two layers 5/8"&ff mom FmcoDE C Core UL Des L541 59 RAL-TL-9D-40 8-74 •`rtTl'I N,aw?iin��.Y.�lr�.n .R' �5�N3Ni.M .... .........................�•,�rl -gypsum panels .... ................... =` —2 x 10 wood joists 16"O.C. 69 RAL-IN-90-5 - -3"mineral wool batt ..................................................I................ ��n71 —RC-1 channel or equivalent 59 RAL-TL400-40 13" 1 1 I f i i 1 i,r 7j 1 j 1111 Based on vinyl file in ULZLJUS. place of carpet/pad ............................. •Two layers 5/8"Swmom Rrccom C Core UL Des L541 66 59 RAL-020602 0-75 gypsum panel LEvanoc K,SRB and vinyl •optional SRM-25 or SRB sound mat ................................................................... 19/32"wood subfioor 67 52 RAL-020M T1 � � —2 x 10 wood Joist spaced 16"o.c. UvwvJcac and SRB—no flooring 13" flitliliiini if11t1lrlriij 1JU�ILZUl1 vt�JlJt —3"TirEwfmR SAFB ................................................................... —RC-1 Channel or equivalent B7 53 RAL-o2 M •1-1/2"Laa=K floor undedayment LEvanocK,SRB and ceramic Me •Two layer 5/8"&niR c]c Fimcom C Core Ufr Des 1.511 B-76 . gypsum panels —15/32"T&G wood subfloor T'...:.:......:.........:.:.::.:........:.. _2 x 10 wood joist 12%4" —RC-1 or equivalent —joints finished - •optional 314"Lerumoc K floor undedaymem optional SRM-25 or SRB sound mat 38 USG Flre-ReslsUnt Assemblies 1, :1 •, . •, . DATE COMMENTS FOUNDATION(1ST) • FOUNDATION(21, giff in�94m, PAN IV ROUGH FRAMING& PLUMBING NO INSULATION STATE ENERGY , 1 _s eM MCC TWO ADDMONAL COMMENTS r _ L - 4 Fo(Kco TOWN OF SOUTHOLD—BUILDING DEPARTMENT xu Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �y�yo gaol ` Telephone(631) 765-1802 Fax (631) 765-9502 hgps://www.soutlioldtownny.gov r,7�_rr ,yt3 Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ( I PERMIT NO. r Building Inspector: F E B. - 2 2021 sQ ic`ations ,"pd.form m` t",pp.l a s us b.e,filleO outjin tiieic_ent'll, lncon plet,e applicatians.;will.h' 'be accep"d,''-Where the Ao`piicant Is not 66 owner, ., Owner's Authorizatign:1`6""rm:(Page 2)shall be completed. l,:� y Date: January 31, 2021 L:y E 5 :0 VH R F' 0. 1 PR PERTY Name:1-5.645,Aldrich..Lane_.LLC-........ ....... ... ........... 1 .SCTM#1000- 120-3-11.13 & ,Projectaddress: 5645 Aldrich Lane,_Mattituck,.N.YT 11952 Phone#:631-875-8726 .7Email: normanke.iinurseries.com MailingAddress:38A Fifty Acre Road, Saint_fames, N.Y, 11780 CONTACT'PERSON., i Name: Michael A. Kimack Mailing Address: P.O."BOX.1047,, Southold, P hone#:516-658-6807 Email:mkimack2 verizon.net DE N F OFFS F SIG S OR 10 R IONAL IN MAT z .<Ni Name: Mark Schwartz & Assoc. Mailing Address: P.O, Box 933, Cutchogue,, N.Y. 11935 Phone#:631-734-2110 Email: mksarchitect.com 0 CNTCT Ri4 OR INFOFt "AT.10 11%I Name: Owner Mailing Address: Phone#: Email: :DI:SCRIPTION.OVPROPQSED CONSTRUCTION ❑New Structure ❑Addition ©Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes BNo 1 1 PROPERTY INFORMATION Existing use of property: Nursery Intended use of property: Nursery Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC this property? ❑Yes BNo IF YES,PROVIDE A COPY. ❑Check Box After Reading: The owner/contractor/design professlonal Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATIODI 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,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Michael A. kimack ®Authorized Agent ❑Owner Signature of Applicant: Date: 1/31/2021 STATE OF NEW YORK) SS: COUNTY OF Suffolk �) Michael A. Kimaek being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (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 a fiolication file therewith. Sworn before me this 2nd day of February 42 Iv,2 21 120 , Notary Pu lic BRIAN A. ANDREWS PROPERTY OWNER AUTHORIZATION Notary Public, State Of New York (Where the applicant is not the owner) No. 02AN5014509 Qualified In Suffolk Courgy Commission Expires 07/15/ ,, Norman Keil residing at 38A Fifty Acres Road St. James, N.Y. do hereby authorize Kimack to apply on my behalf to the Town of ' thold Building Department for approval as described herein. January 31 , 2021 w 's Sgil, ure Date Norman Member Print Owner's Name 331tiktin<,Def w(ment Application AUTHORIZATION t Whcre.the Appiicam is nol the(.hvncr) 33 A *'t'FTY AZA&C 12 1>!£J s j : G51 t f y 117 8 a .. ___._.... ___---__-.._......................_ (Print propuly owner's name) (Mailing Address) _.......-— --do hereby authorize °1'_S ,&V; ,fJ .r 1G (Agent) _.— to apply on my behalf to the Southold Building Departinwit. (Owner's Signature) T --.-.....__. (bate) (Print Owner's Na:i3e) TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application " � 'r`r: i' Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 120 ' �� 1— Mail to:&Z WA 454 -4 !GAM tK NOV � Disapproved a/c P.O.�X 1047 M2&ffy - /1/�!11771 Phone: 66 632?- 6907 Expiration ,20 :; '� Bu' 'ding Inspec APPLICATION FOR BUILDING PERMIT Date A10V- 7 , 20 lY INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. 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, Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) I, ' I I State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder AG�irtr Name of owner of premises AlO,eh AAA k,i514 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. i Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which posed osed work will be done: I p ,6-q.3" AZ-OVICA LAI1l M�lTTl77/C.C� House Number Street Hamlet —��\ County Tax Map No. 1000 Section /zd Block 0,5 Lot —�1 I Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy X7Z; ,4 ,F <1 A,M-A b. Intended use and occupancy $',�,Q'SOi(tiUL accUPANCY ti'Ok 44JO,� s 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units c ,l 'A Number of dwelling units on each floor f,;, WA If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and,extent of each type of use. /j*Y, dfAlGL '_. Vol AOA,5; o'OR � 7. Dimensions of existing structures, if any: Front 80 Rear 8D ` Depth Height 28 Number of Stories n l2� Dimensions of same structure with alterations or additions: Front Rear 8Q Depth `215: 1, Height 28 *1 Number of Stories 7'WOw 8. Dimensions of entire new construction: Front S110 10 Rear fro ' Depth /ZS " Height 2&' Number of Stories o �) 9. Size of lot: Front 4 Rear 1656 / Depth / 9 filff 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated Q C 12. Does proposed construction violate any zoning law, ordinance or regulation? YES X NO 13. Will lot be re-graded? YES NO f Will excess fill be removed from premises? YES NO remises Na jA4& �lL Address 3dA�� �QeeP- 14. Names of Owner of p ,P �'�:T.�i NY�/'!�3 Phone No. Name of Architect Rf1Rk St7,tJ,4W7-,?- Address Phone No •Name of Contractor 7B0 Address Phone No. 15 a. is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES X NO * IF YES, PROVIDE A COPY. Z.411,A oVIOW7-S' CrV 39.6-0 STATE OF NEW YORK) SS: COUNTY OF-) Ll/WAAL A. k'I"A CIZ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the AS� r' (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 knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to me thi �—day of 20� a,w i -TP--A-r'=v L D W Y-E R ZD Notary Publi NOTARY PUBLIC,STATE OF NEW YORK 'Signature of Applicant NO.01 DW630S900 QUALIFIED IN SUFF'O.K COUNTY COMM,ISSiON EXPIRES DUNE 30,2QA,�- �s ti — STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M. CUOMO 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 ROSSANA ROSADO WWW.DOS.NY.GOV SECRETARY OF STATE In the Matter of the Petition of: DECISION 5645 Aldrich Lane LLC For a Variance to the New York State Uniform Fire Prevention & Building Code PETITION NO. 2020-0581 Upon the application of 5645 Aldrich Lane LLC, filed pursuant to 19 NYCRR 1205 on December 15,2020, and upon all other papers in this matter, the Department makes the following determination: NATURE OF GRIEVANCE AND RELIEF SOUGHT The petition pertains to an addition and alterations to an existing building of a mixed F-1/S-1/R-3/B (Factory/Storage/Residential/business) occupancy, 1 story in height, approximately 11,603 square feet in area, of Type VB construction and located at 5645 Aldrich Lane, Mattituck, Town of Southold, County of Suffolk, State of New York. Relief is requested from: 19NYCRR Part 1221,Building Code of New York State(2020),Section 903.2.8,which provides as follows: An automatic sprinkler system installed in accordance with Section 903.3 shall be provided throughout all buildings.with a Group R fire area. [The petitioner requests relief to allow an automatic sprinkler system to be installed in accordance with Section 903.3 in only the R-3 occupancy portion of the building.) 'FINDINGS OF FACT 1. The building that is the subject of this petition is being used in conjunction with a wholesale nursery business. At the current time, the building is being used for storage of plants and motorized farming equipment, processing, and offices. 2. At this time the Petitioner wishes to construct living quarters for 10 persons who would be employed to work in the wholesale nursery business over the office of approximately 1,554 square feet in area. Because the living quarters will only be for a maximum of 10 persons, this would be classified as a NEWYORK Department STATE OF OPPORTUNITY. of State Petition No 2020-0581 Page 2 congregate living facility and an R-3 occupancy. 3. Because the proposed living quarters will used by a maximum of 10 persons and the area is less than one-third of the floor area or space in which it is located, as per exception 1 of Section 505.2.3 of the 2020 BCNYS, this area can be considered a mezzanine that is not required to be open to the space that it is located. 4. Section 1101.1 of the 2020 Existing Building Code of New York State(EBCNYS)stipulates that....An addition to a building or structure shall comply with the Uniform Code as adopted for new construction without requiting the existing building or structure.to comply with any requirements of those codes or these provisions, except as required by this chapter. Where an addition impacts the existing building. or structure, that portion shall comply with this code. 5. Section 903.2.8 of the 2020 Building Code of New York State(BCNYS)stipulates that... An automatic sprinkler system installed in accordance with Section 903.3 shall be provided throughout all buildings with a Group R fire area. To be compliant with this requirement for new construction, the sprinkler system would have to be installed throughout the entire building. 6. The Petitioner has stated that, at this time, there is not an adequate water supply to the building for an automatic sprinkler system to be installed throughout the building and that bringing the required water supply to the building and the full installation,would be both physically and financially infeasible. 7. The Petitioner has proposed that the new living quarters will be separated from the rest of the building with 2-hour fire rated'barrier wall and floor assemblies as per Section 707 of the 2020 BCNYS. 8. It is proposed that the new living quarters and exits therefrom,will have an automatic sprinkler system installed as per NFPA 13D as permitted by Section 903.3.1.3 of the 2020 BCNYS. 9. There is an existing stairway and a proposed new stairway from the first.story to the proposed area where the living quarters are to be constructed.The existing stairway may not have the required riser height or tread depth. It is proposed that, this existing stairway be reconfigured to meet the requirements for riser height and tread depth as found in exception 3 of Section 1011.5.2 of the 2020 BCNYS. 10. It is proposed that the existing and new stairway will have a continuous 2-hour fire rating within the enclosure to the exterior. Petition No 2020-0581 Page 3 11. The local code enforcement official has been consulted in this matter and does not object to the granting of a variance under the provisions of 19 NYCRR 1205.6. CONCLUSION OF LAW The proposed variance will not substantially adversely affect the Code's provisions for health, safety and security. Strict compliance with the provisions of the Uniform Fire Prevention and Building Code would entail practical difficulties, economic hardship, or would otherwise be unwarranted because such would be unnecessary in light of alternatives which,without a loss in the level of safety,achieve the intended purpose of the code. DETERMINATION WHEREFORE IT IS DETERMINED that the application for a variance from the 2020 Building Code of New York State, Section 903.2.8, to allow an automatic sprinkler system to be installed in accordance with Section 903.3 in only the R-3 occupancy portion of the building, be and is hereby PROPOSED TO BE GRANTED with the following conditions: 1. That.the new living quarters will be separated from the rest of the building with 2-hour fire rated barrier wall and floor assemblies as per Section 707 of the 2020 BCNYS. 2. That that the new living quarters and exits therefrom, will have an automatic sprinkler system installed as per NFPA 13D as permitted by Section 903.3.1.3 of the 2020 BCNYS. 3. That the existing stairway be reconfigured to meet the requirements for riser height and tread depth as found in exception 3 of Section 1011.5.2 of the 2020 BCNYS. 4. That the existing and new stairway will have a continuous 2-hour fire rating within the enclosure to the exterior. 5. That carbon monoxide detectors shall be installed on each level of the building as required by the applicable provisions found in Section 915 of the 2020 Fire Code of New York State. 6. That the addition and alterations will meet all other applicable provisions of the Uniform Code. This DECISION is issued under 19 NYCRR 1205.6. Unless objected to by the petitioner in a writing received by the department, the decision shall become FINAL after fifteen days of receipt of the decision by the e Petition No 2020-0581 Page 4 parties. This decision is limited to the specific building and application before it, as contained within the petition, and should not be interpreted to give implied approval of any general plans or specifications presented in support of this application. John a"Ro IPE, Director Division of B. Iding Standards and Codes DATE: 01/19/2021 RAS: nc I A Partitions v � . ......................7....�.. .C- ......................................... ............................... Wt.iod f rltmr iI O I f 3 2 �- om— Loadbearing Acoustical Performance Reference i r M.12 •5/8"&aim RfEcooe Core gypsum I UL Des U301 52 USG-810218 A-88 _ panels or SHEEracy.water-resistant Rbxca Based on same assembly with RC-1 Core gypsum panels or Fcsaxx panels channel and without mineral wool belt 6" -2 x 4 wood studs 16"o.c. .........................................I....................... -joints Finished 58 USG-810219 •optional veneer plaster Based on same assembly with RC-1 channel and 2"mineral wool bait v4.13 •5/8"Sffmoo:F--com C Core gypsum UL Des U334 A-69 I i - -- Panels I 2 x 4 wood studs 16"o.c. 6W ri n �tnmmnrnr -2"TrFaua a SAFB n !'!` I'iiii!' i!'ii""I!!''y! -RC-I channel or equivalent one side -joints finished Chase Walls 5/8'Shmaoa FlRwooe C Core UL Des U340 A-70 •gypsum panels 6'� -2 x 4 staggered wood stud 24"o.c.on 2 x 6 common plate ...:._........,.::;:.,. •:::.:..::,. ,.,._ -Joints finished •optional veneer plaster •5/8"S!'EEnu)cc FlrtEcom Core gypsum panels UL Des U341 A-71 U t I u 1 I u i I 11 n 2x4 woods studs 24"OC on separate plate, t •• ••• nommimum spacing between rows 8'/e -joints finished -3 112"glass fiber insulation Iiii hilili iiiiiiiiiii _ _ __ •5!8°Srhr nc FK-x&Core gypsum UL Des U342 A-72 panels or FeERocK panels,outside •5/8"Siaiinoa Raccooe Core gypsum panels or Fw=K panels 2 x 4 wood studs 24"o.c. I :.•:...: •Alternate based on 1/2"Sha7Rk GA-WP-3810 57 RAL-TL-73-224 A-73 Fwu)E C Care gypsum panels,both outside, 3-1/2"glass fiber both walls double layer and inside single layer 12'/+" :.._:....:..-,.:.-:.:. :....-.... ..... •Altemate based an 1/2"Seefnocx GA-WP-3812 57 TL-73-224 A-74 Fwteoee C Core gypsum panels,outside both 3-1/2"glass fiber walls double layers only 12Y" *M 20 USG Rio-Resistant Assemblies " 4 B Floor/Ceilings .....................................................................................................................................................................................................................I...................................................... Wood Framed � Dimensional Lumber Acoustical Performance Reference NKFFITHOU M., r �• clg,wl.5 •Two layers 5/8"Swe-ren.-.fi;iEcc E C Core I UL Des L511 I Assembly not recommended 1 B-72 IT gypsum panels !when sound control is a major { -1"nominal wood sub and finished floor III consideration -2 x 10 wood joist 16"o.c. 13'/." -RC-1 channel or equivalent -joints finished -.- ' •Two layers 5/8"Sri a;ra Foccce C Core UL Des L541 52 RAL-IN-89-5 B-73 gypsumpanels ...........................................................� -8"x 8"ceramic life 58 r RAL-TL-89-145 Y •1/2"o-vrax exterior cement board Based on vinyl ble over oriented 17171Mii nfrnnrS .1"S-iimc gypsum finer panels board in place of ceramic the and 13/." ji111111lililllll,r, lJt Oi T -1/2 plywood cement board -2 x 10 wood joist 16"o.c. -3"mineral wool bah 51 RAL-IN-89-7 RC-1 channel or equivalent ................................................................... 59 RAL-TL-89-146 Based on carpet/pad over oriented strand board In place of ceramic Ule and cement board ................................................. 60 RAL-TL-89-1 4 1 l .................................................. 62 RAL-IN-89-8 Two layers 518"SsEEreocx Rwictu C Core UL Des L541 59 RAL-TL-9D-40 B-74 gypsumpanels ................................................................... - -2 x 10 wood joists 16"o.c. 69 RAL-IN-90-5 _3"mineral wool bah ...........................................................I....... 13" Win'""" nnnl fT -RC-1 channel or equivalent 59 RAL-TL-90 40 IllIiiiili,lll Ilttllllllilt Based on vinyl tile in S1S iilS tl i ULIDU . place of carpet/pad -- .............................. - �- 37 RAL-IN-90-6 S •Two layers 5/8"Sr Era F*com C Core :UL Des L541 66 59 RAL-020602 B-75 gypsum panel LEVELRCCK,SRB and vinyl •optional SRM-25 or SRB sound mat ................................................................... 7n� f1f1T1nf1t -19/32"wood subfloor 67 52 RAL-020503 13" j i i l i l i i l i l i l U 1, I I I I I I I I I -2 x 10 wood joist spaced 16"o.c. LEVMOCK and SRB-no flooring US 1SLUi1 I�U.UUL -3"Ttsrvv,-- a SAFE ..........................................I........... j -RC•1 channel or equivalent 67 53 RAL-020701 •1-1/2"LEvEtaax floor undedaymenl LEvaFm,SRB and ceramic the •Two layer 5/8"SHEEmcc(Fs=.coDE C Core UL Des L517 B-76 ... gypsum panels -15132-1 8G woodsubflaor -2 x 10 wood joist i 12%<" -RC-1 or equivalent -joints finished __-__ •optional 3/4"I-wLascK floor underlayment ` "`"""" """'" •optional SRM-25 or SRB sound mat 38 USG Fire-Resistant Asaamblles OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ®��®f S® �®� P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY � � Telephone: 631 765-1938 www.southoldtownny.gov COiJiVT'I,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 9, 2022 Mr. Michael Kimack, Esq. P.O. Box 1047 Southold, NY 11971 Re: Site Plan Determination — 5645 Aldrich Lane Farm Labor Camp 5645 Aldrich Lane, Laurel SCTM#1000-120.-3-11.13 & 11.14 Dear Mr. Kimack: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, November 7, 2022: WHEREAS, this amended agricultural site plan is for a proposed 1,600 sq. ft. interior conversion of the second floor of an existing storage area to a 10-person capacity Farm Labor camp within an existing 2-story 10,000 sq. ft. agricultural office and storage building. The building is located on a 5-acre reserve area (SCTM1000-120.-3-11.13) with existing accessory farm buildings attached to ±34.5 acres of farmland (SCTM1000- 120.-3-11.14) with Development Rights held by Southold Town in the AC Zoning District; and WHEREAS, on March 2, 2020, Michael Kimack, authorized agent, submitted an Amended Site Plan Application for review; and WHEREAS, on March 17, 2020, in a state of emergency response to the COVID-19 public health pandemic, the Town of Southold closed its offices to non-essential employees including the Planning Department; and WHEREAS, on May 26, 2020, the Town of Southold re-opened its offices to.non- essential employees at 50% capacity; and WHEREAS, at their work session on July 6, 2020, the Southold Town Planning Board accepted the amended site plan application as complete for review with certain information to be submitted immediately; and Aldrich Lane Farm Labor Camp Page 2 November 9, 2022 WHEREAS, on July 6, 2020, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), determined that the proposed action is a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5(c)(3) agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming; and WHEREAS, on July 16, 2020, Mike Kimack, authorized agent,submitted information as required; and WHEREAS, pursuant to Southold Town Code §280-133(C) and as detailed in work session staff report on July 6, 2020, the Planning Board agreed to waive certain application requirements of§ 280-133 for this application which involves uses strictly related to agriculture (but excepting retail winery operations); and WHEREAS, on August 24, 2020, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on September 14, 2020, a Public Hearing was held and closed; and WHEREAS, on September 17, 2020, the Zoning Board of Appeals (ZBA) issued Special Exception approval #7412SE for a Farm Labor camp for up to ten (10) seasonal workers; and WHEREAS, on October 16, 2020, the Southold Town Code Enforcement officer verified that there were no open violations on the subject parcel; and WHEREAS, on October 27, 2020, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined it to be exempt from the Southold Town LWRP policies with certain recommendations issued; and WHEREAS, on November 4, 2020, the Southold Town Engineer reviewed the proposed application and determined that the proposed plan meets the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on November 5, 2020, the Southold Town Land Preservation Committee determined the proposed Farm Labor camp use as consistent with the Declaration of Covenants & Restrictions pertaining to the residential.use of the Reserve Area which shall be limited to farm-related housing for use by farm employees and/or farm managers and/or farm owners; and WHEREAS, on November 9, 2020, the Southold Town Fire Inspector stated there were no objections to the proposed site plan; and WHEREAS, on November 11, 2020, the Mattituck Fire District determined that there was adequate fire protection and access for the proposed action; and Aldrich Lane Farm Labor Camp Page 3 November 9, 2022 WHEREAS, on November 13, 2020, the Agricultural Advisory Committee provided comments supporting the proposed project for approval; and WHEREAS, on December 18, 2020, the Southold Town Planning Board determined that with exception of approval from the Suffolk County Department of Health Services and a Use Certification from the Building Department, all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold have been met; and WHEREAS, on August 13, 2021, the Southold Town Chief Building Inspector reviewed and certified the proposed Farm Labor Camp as a use permitted by Special Exception #741,2SE in the A-C Zoning District; and WHEREAS, on August 5, 2022, the Suffolk County Department of Health Services (SCDHS) granted a wastewater permit for a Rooming House (10 Beds) @ 750gpd Ref#C-20-0044; therefore be it RESOLVED, that the Southold Town Planning-Board hereby waives the requirement for certain application requirements as described above; and be it further RESOLVED, that the Southold Town Planning Board has determined that this proposed action is exempt from the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold`Town Planning Board approves the Amended Site Plan regarding the site plan of property for E.W.H. Limited Liability-Company prepared by Joseph Fischetti, P.E., dated August 22, 2003 and last revised November 22, 2004, and authorizes the Chairman to endorse the Site Plan. In addition, please be aware of the following Town Code requirements: ➢ The Town Engineer must be contacted prior to beginning site work. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. ➢ Approved site plans are valid for eighteen months from the-date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. ➢ Any changes from the approved site plan shall require Planning Board approval. ➢ Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the approved site plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the approved site plan, no Certificate of Occupancy may be issued until the Planning Board approves the changes. Aldrich Lane Farm Labor Camp Page 4 November 9, 2022 A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Respectfully, Donald J. enski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: HI �71iKK� 4 -gz wGle- , Applicant Signature. G� % � Date: `Z11 411ZC7Z- OFFICE LOCATION: MELISSA A.SPIRO COG Town Hall Annex LAND PRESERVATION COORDINATOR �.Z. .f, 54375 State Route 25 melissa.spiro@town.southold.ny.us (comer of Main Rd&Youngs Ave) H2 Southold,New York Telephone(631)765-5711 y, Facsimile(631)765-6640 • MAILING ADDRESS: a�� P.O:Box 1179 www.southoldtownny.gov 0,[ `� Southold,NY 11971-0959 DEPARTMENT OF LAND PRESERVATION TOWN OF SOUTHOLD November 10 2022 Norman Keil Via e-mail: norman(a)-normankeilnurseries.com Re: Norman Keil Property, 5645 Aldrich Lane, LLC Town PDR Acquisition: EWH, LLC SCTM # 1000-120.-3-11.4 Proposal: Flood floor (Erfgoed) to sub-irrigate Dear Norman, Please accept my apology for the significant delay for in sending this letter! In an e-mail dated Oct. 6th, I advised you of the Land Preservation Committee determination; however, I neglected to send the follow-up letter I saidl would send. The Land Preservation Committee members have reviewed your original application and subsequent information, the most recent information presented by e- mail on August 12, 2022 and presented to the Committee by you at the August 30, 2022 meeting. The proposal is to install an Erfgoed Cultivation Floor on 10-15 acres of land within the area subject to Town PDR. The proposal was reviewed by the Town Agricultural Advisory Committee, and the AAC concluded that the proposal is considered equipment. At the September 27, 2022 Land Preservation Committee meeting, the Committee passed the following motion, with Eric Keil recusing himself: The Land Preservation Committee has reviewed and discussed Norman Keil's request to install an ErfGoed Floor on 10-15 acres of land within the area subject to Town PDR. The original request was reviewed by the Town Agricultural Advisory Committee (AAC) in December 2020, and the AAC considered the Erfgoed Floor to be irrigation equipment. Norman Keil presented additional information pertaining to the proposed ErfGoed Floor in an e-mail dated August 12, 2022 and at the August 30, 2022 Land Preservation Committee meeting. The Land Preservation Committee reviewed the information and found that the proposed ErfGoed Floor is content with the purposes and other terms and conditions of the recorded Easement. s :r The Committee's finding does not mean that such uses will be approved or permitted by other Town Departments or agencies. The Committee's finding does not mean that you can proceed with construction. All improvements are subject to all applicable Town Code requirements. The Committee's finding allows you to proceed with pursuing any applicable approvals that are required by Town Code. The Committee's review is for the uses and improvements mentioned above only. You will need to return to the Committee if there are changes to the proposal. If you should have any questions, please do not hesitate to contact me. Sincerely, Melissa Spiro Land Preservation Coordinator cc: Building Dept. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: December 3, 2019 TO: Michael Kimack (Keil) PO Box 1047 Southold, NY 11971 Please take notice that your request dated November 8, 2019 For permit for a farm labor camp at Location of property: 5645 Aldrich Lane, Mattituck, NY County Tax Map No. 1000—Section 120 Block 3 Lot l l.13/14 Is returned herewith and disapproved on the following grounds: The proposed use requires site plan approval from the Southold Town PlanningBoard. Furthermore,the proposed use requires Special Exception approval from the Southold Town Zoning, Board of Appeals. You may apply to these agencies directly. Auth ' ed Si nature Cc: File, planning, ZBA FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: December 3, 2019 RENEWED: February 10, 2020 TO: Michael Kimack(Keil) PO Box 1047 Southold,NY 11971 Please take notice that your request dated November 8, 2019 For permit for a farm labor camp at Location of property: 5645 Aldrich Lane, Mattituck,NY County Tax Map No. 1000—Section 120 Block 3 Lot l l.13/14 Is returned herewith and disapproved on the following grounds: The proposed use requires site plan approval from the Southold Town PlanningBoard. oard. Furthermore, the proposed use requires Special Exception approval from the Southold Town Zoning Board of Appeals. You may apply to these agencies directlK Authorized Signature Cc: File, planning, ZBA 3 I BOARD MEMBERS �F $BUT Southold Town Hall ` Leslie Kanes Weisman,Chairperson O�� ypl 53095 Main Road•P.O.Box 1179 11971 0959. ld,NY .. ..._...� - —Pai is Acam ora - . P Office Location: . Eric Dantes G Q Town Annex/First Floor, Robert Lehnert,Jr. '�►cp �� 54375 Main Road(at Youngs Avenue). Nicholas PlAnamento Southold;NY 11971 http;//southoldtgwnny.gov ECEI V E . . . ----- - r� VE ZONING BOARD OF APPE. f TOWN OF SOUTHOLD-76 5-90.64 S E.P 2 Tel.(631)765-1809 Fax(631) SEP 2 4 .2020 Southold Town Clerk E, �IAT3 INGS, DELIBERATIONS.AND DETERMINATION . Tp� ��?`� , F°I1'�' ���MEETING OF SEPTENMER 1'7, 2020 . ZBA FILE No.: 7412 SE NAME:OF-APPLICANT: 5645 Aldrich Lane LLC PROPERTY LOCATION: 5645-Aldrich Lane,Mattituck,NY SCTMNo:.1000-12U-3-1.13 and 11,14 SE(�RA DtTERMINATION::The;Zoning Board of Appeals has visited ttie.property under consideration ;`Y' : . iin:this applicaticin-and deterniines that this review falls under the Type II categpry of the; tate's:List of Aetions;.w0..4t furtberveps:under R QRA, 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:.Depariment of Plannirg issued.its reply dated April.8,`2020.stating that this appl"iddtion is consider.W a matter for local determination as there appears to be no significant county-wide'or inter-community impact.: The agency added'a comment to their response which advised that any eontemplated_increase in density oruse'should only be effectuated'through the enacted amendments of the zoning .ordinance.with standatds.Br such proposed"Farm Labor Camp.".use. SUFFOLK COUNTY PLANNING - FARMLAND AND OPEN SPACE: This'application was referred for review and comments to the Suffolk County'Department of Development and-Planning, Farmland and Open Space.. In email correspondence dated June 23, :2020 from August 'Ruckdeschel, Department Coordinator, he described the County and State's policies for labor.housing on agricultural operations as y—a essential-for f RighL-to-Fap. 'Irotections-to_,the_farmer.- LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. TOWN OF SOUTHOLD PLANNING DEPARTMENT: This.application was referred for review and comments to the Town of Southold Planning Board who issued its response dated August 25, 2020, indicating that they have no objection to the proposed use. The Planning Board is currently in the middle, of its Site Plan review process and reserves the right to make any necessary changes after reviewing all proposals thoroughly. PROPERTY FACTS/DESCRIPTION: The subject property consists of a conforming 39.3525-acre parcel located in an AC Zoning District. The parcel runs 159.71 feet fronting Aldrich Lane along the.easterly property line, runs 282.40 feet on the South side before turning and running 940.64 feet on the East side Page 2,September 17,2020 #7412SE,5645 Aldrich Lane,LLC S SCTM No. 1000-120-3-11.13 & 11.14. and then turning 071..11 feet on the South side. The.parcel then runs:1,269.83-feet on the West side and . 1,523.2p feet on the..North�side. The parcel is improved with 41;greenhouses and a metal barn upon the portion having 4.9704 acres in.-.area that has retained it developmenVrights; and.thie,remainirig°portion of ; 34 3821 is.encumbered by-'a Tq'wn of Sotith'old Conservation taspinpnt.16 cated`north'abd oath of the .: H4-acre psiio = l1-is=slei—ova sure- egared-byouard ? . oiug ,.L: . lastrevsed_- December.l.1;2013: :. .. BASIS OF APPLICATION:, Request for Special ExcBptip l•p&-.,Cole'.Section-28.0-1:3B (9),the applicant is regiiestirig permission to,00nstiuet aEarth Labor Camp..,p accommodate upDto ten(1�0)seasonal vvorlcers `in an existing storage building currently situated !I pro - located at 5645 Aldrich Larie; Mattituck;NY. . RELIEF REQUESTED: The applicant proposes .to convert :the.Second story of an existing' metal agricultural building.into a"farm:labor camp as defined by Southold Town Code for.sleeping and living accommodations for up to Ten(10)members of the farm's Tabor force. `FINDINGS ORFACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public.hearhig on this application.:on Septeiriber�,2020.at which tune wntteri'and-oral.evicieriee wete:presented. Based:upon M tpsti3mbI'd d'ocunientatton;personal ins ,ection.of thc property-and sunrbufiding ne�ghbprhootl.apd.other.evidence;the; ontiig p. : .followts to be.true:and relevant anil malcos the following findings, :.t._. The:Board.liar.zeviewed the.Generale Standards.governing Special ExceptYiin uses set forth_in Section:280- . .:142 and f nds: A.. That the use will not prevent the orderly and reasonable use of-adjacent properties or of.properties.in: . adjacent:use..districts: The parcel is located in:an agricultural.district acid:is surrounded.by properties which are iri agricultural use. Lots 11.13 and 1.1.1.4 are divided to in ibit.-the 34:3821-acre:portion is encumbered:by,a Town of Southold conservation easement while the.smaller portion;49704 acres;retains. its development rights. The requested special exception will not change the principle use of the subject parcel. According to the Town of Southold Land Preservation Coordinator,the two tax map nos. 11.13 & 11.14, depicted by a dotted line in the.SCTM-album, have.been created only to-identify the portion of the property that have been encumbered by a.Conservation Easement; 34.3821.acres. -Technically;the.sub*ect . tract of land is identified as one lot and is depicted as a solid line-surrounding both lots in the SCTM B. That the use will not prevent the orderly and reasonable.use of permitted or legally established uses in the district wherein the requested use is located or of permitted or.legally established uses in adjacent use districts. The construction of a farm labor camp within an existing agricultural building will not change the use of the subject property or the exterior appearance of the building. C. That the safety, the health; the welfare, the comfort, the convenience or the order of the town will not be adversely affected by the proposed use and its location. The proposed farm labor camp is not located near a residential building. D. That the use will be in harmony with and promote the general purposes and intent of this chapter.-The proposed farm labor camp is accessory to parcels in agricultural production. The easement portion of the parcel surrounding the subject development portion is in agricultural production. Page 3, September 17,2020 #7412SE,5645 Aldrich-Lane,LLC SCTM No. 1000-120-3-11.13 & 11.14 E. That the use will'be.compatible with .its surroundings and..with the character of the,neighborhood:and of the community is general, particularly with-regard: to,visibility;'Scala and overall, appearance. The. . roposedfam lalir ca wll bebuilt in an existing agicultural.building.p V. That. a11.proposed.structures, a ui mein and material shall be readil. accessible for fire acid. olice p. p. .. . q p Y .. p. . :...'•.protection. G.That the proposal shall comply With the regpirements of Chapter 2;36; Stormwater Management In making such-determination; consideration was also:given to:. A. The character of the existing and probable development of uses in the district and the peculiar suitability of such district for.the,location of any of such permitted uses. 8. The conservation of property valuos and the encouragement of the most,appropriate uses of land. The subject parcel:is restricted by an agricultural conservation easement and the'proposed farm labor camp will . help keep the parcel in agricultural.use by providing housing for' eople who work on the farm. C. The effect that the location of the proposed,use and the location that entrances and:exits-may have upon the creation orundue..increase of vehicular traffic congestion on.public streets,.highways..or:. sidewalks to assure.the.public safety. D. • The availability,of adequate,god proper public or private water.supply and facilities for;the Atreatniei�t, removal or,discharge of sewage;refuse ix other$ff ueht:*hether liquid,-solid,gnspous.or othexwisej that in caused or created.by-or as a result of the use. E. Whether the-use or the materials-incidental thereto or producedaliereby may give off obnoxious gases, odors,,smoke or.soot. F. Whether the use.will cause disturbing emissions.of electrical discharges, dust,light,vibration or noise.. G.• Whether the operation in pursuance of the use will.cause undue interference with the orderly enjoyment by the public of parking or of recreational facilities;if existing or:if proposed by the Town or' by.other competent governmental-agencies: fI. The necessity for.bituminous-surfaced space for purposes,of off-street parking of vehicles incidental to the use and whether such space is reasonably adequate and appropriate and can be furnished by the owner of the.plot sought to be used within or adjacent to the plot wherein the use shall be located: I. Whether a hazard to life, limb or property because of fire,flood,erosion or panic may be created by reason of or as a result of the use.or by the structures to be used therefor or by the inaccessibility of the propSiV or.structures thereon for the.convenient entry,and operation of fire and other emergency apparatus .elpi b}age rmenq-uperr=st plc J. Whether the use.or the.structures to be used therefor will cause an overcrowding of land or undue concentration of.-population. K. Whether the plot area is sufficient;appropriate and adequate for the use and the reasonably anticipated .operation and expansion thereof. The parcel is over 39 acres therefore there.is ample space.for agricultural production as well as a farm labor camp. L. Whether the use to be operated is unreasonably near to a church,school,theater,recreational area or other place of public assembly. M. Whether the site of.the proposed use is particularly suitable for such use. N. Whether adequate buffer yards and screening can and will be provided to protect adjacent properties and land uses from possible detrimental impacts of the proposed use. O. Whether adequate provision can and will be made for the collection and disposal of stormwater runoff, sewage,refuse and other liquid,solid or gaseous waste which the proposed use.will generate. Page 4,September 17,2020 47412SE,5645 Aldrich Lane,LLC SCTM No. 10004204-11.13 & 11.14 P:. Whether the natural characteristics of the site are such that the proposed use-maybe-introduced there without undue disturbance or disruption of important natural features,,systems or processes and without. risk of.pollution to groundwater and surface waters on:and,dffthe site.- ,BbARD RESOWTIQN: 'In considering all of the> ve factors;.m ion wass-offered by'1Vfember.Dat tes; seoonded'by Nether Acarnpora,.and-duly carried to :G>tRN�'; tlfe Special Exception; as applied for, and on:the architectural drawings:prepared:by Mark K. Schwartz;Architect,labeled S-1, S-2,A-1,'A-2 &A-3;.dated.February 24;.2U20: S'`1<JBJECT TO THE FOLLOWING CONDITIONS: 1, The Special Exception Permit granted herein inay involve a:change in occupancy or a change in use or a;change.within:a classification of the occupancy.'Therefore, as a condition of:approval,the appf icant must contactihe Building Department.to make the determination whether or not a Building Pdr,mit.is-required and that changes Will be NYS Code compliant. 2. .This.Special Exception Permit requires an operating.permit'and inspection by a Building Inspector ;.from the'Builaing Dep�rtrnent that must be renewed aImualIy:.It is the aplilrean�t' :respo is b'itv to contact. ...the.Buil-nmg!D.& - anent on an annual basis to schedule the required.inspection.Failure tQ do:so...may T+ giuiire a'piil lte`htraYing before the.Zoni' Board.oif A:ppeals:to review..potetltial:action to reyolCe t rex Permit grantedlerein. 'This Special Exception permit requires that the applicant complete constructionon the,farm labor itap-arid begin the approved special exception use in compliarice.with the conditions,imposed.by the ning.$oard of Appeals within three(3)�years of the date of approval by the Zoning Board of Appeals. 4-. In accordanpe-with the Zoning Board of Appeals,approval shall thereafter be deemed a lawful use as ifahe sairie were:.permitied'by this chapter without for a special exception permit;provided,however, that: :a. All conditions imposed by the special-exceptionapproval shall-coot nue to apply unless they,.by their express terms,are-of limited duration. b. All conditions imposed on special exception approval uses.generally or specifically by this chapter shall continue.to apply,regardless of whether-any such conditions were expressly incorporated into the special exception approval. c. The Zoning Board of Appeals shall retain continuing jurisdiction over the.same; - etal-ewe . ... .. - jimit9d t0-a 6 C1_aS Sgt fprt111n-t e approval-of the Zoning Board of Appeals, if the approval is silent as-to the duration-of the special exception use,then.said use shall be.in perpetuity; e: A special.exception use which has been.discontinued for a period of one year or more shall be deemed abandoned 5. .The applicant must obtain site plan approval from the Planning Board. Pailure to do so.will render, this Special Exception Permit null and void. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Page 5;:September 17,2020 .##7412SE,5645.Aldrich Lane,LLC SCTMNo.-1000-120-3-11.13& 11114 NOTE; Violations of.Conditions.. A`violation of at:yalmfation.o cotrditioti of a special exception ixppt oval ar:of anyrovtston:of fliis ckapter appltcable.to specitil:ezcetion zise shall eotlstitute'a violation.of this chapter..7'heon�ng Boprd:of.�ppeats,shah retain jurisciictipri and shah liave;the x•'iglit, .Q er aP.: - . >..: ... ..�. or-re►��l�uc3s-ptppr ..,. iet�ky-�o��ta-- t»t .bse`thereon,.one::7�x more;rioiv:contonsY.pursuant t ArtEIeX1Yl Section 2b'0-14X:of tte_Town Code. P.. Vote of the B'aar i:'Ay..es:Memb6rs Weisman-(Chai.*fsoh).Acamptzra;D"'09;Leliti t ;-.4h -PlanamOoto:(5=0). eslie Danes Weisowii Chairperson: Approued,for.filing: _/ . /j d /.=0 BOARD MEMBERS �� $®U Southold Town Hall Leslie Kanes Weisman,Chairperson ���� e� 53095 Main Road• P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes elm Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento ®��C®U Southold, NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS September 15, 2022 TOWN OF SOUTHOLD Tel.(631) 765-1809 •Fax (631) 765-9064 Dw[E V Michael Kimack [ECE DD Attorney at Law S E P 1 9 2022 P.O. Box 1047 Southold,NY 11971 RUELDINO DEPT. Re: De Minimus Request, File #7412SE TOWN O11i SOUTHOLD 5645 Aldrich Lane, LLC, SCTM No. 1000-120-3-13 & 14 Dear Mr. Kimack; i.a© _ We are in receipt of your correspondence dated August 29, 2022 requesting a de minimus approval for a Special Exception Permit to construct living quarters on the second floor of an existing farm building. In your letter, you explain that the New York Department of State Building Code requires an automatic sprinkler system installed throughout the proposed living quarters and that a two (2) hour load bearing fire wall must be installed, all which required a reconfiguration of the approved plans. The revised plans dated August 19, 2022, (sheets A-4 & A-6) prepared by Mark Schwartz, Architect, show newly configurated two hour load bearing walls,two hour fire rated doors, fire bearing staircases, as well as the addition of bathrooms on the first floor. Since the amended improvements will maintain the Special Exception granted by the Board of Appeals ZBA File No. 7412SE, I have determined that your request is de minimus in nature. Be advised that all other conditions will still apply. Contact us if you have any further questions or concerns. I will instruct the office to send a copy of this letter to the Building Department. e y, � � lairperson slie a es Weis an cc: Michael Verity, Building Department t Michael A. Kimack ATTORNEY AT LAW P.O. Box 1047 Southold,N.Y.11971 Cell No. 516-658-6807 •1G ' E-mail: mkimack2@verizQn.net August 29, 2022 Re: ZBA File 7412SE 5645 Aldrich Lane LLC 5645 Aldrich Lane, Southold SCTM No. 1000-120-3-13 & 14 Request for De Minimus Letter To Zoning Board of Appeals Leslie Kanes Weisman, Chairperson Dear Leslie: The above referenced ZBA file is the construction of living quarters for ten (10) farm workers on the second floor of the existing building. Under the State of new York dept. of State building code 19 NYCRR Part 1221, section 903.2.8 requires an automatic sprinkler system be installed throughout a Group R rated building, which is the rating for the existing building. The majority of the building is storage and the cost to sprinkler the entire building would be prohibitive. In addition, the property does not have adequate water supply for the entire building. As such, we applied for a variance to just provide a sprinkler system for the new proposed living quarters. In order to receive a variance, a two (2) hour load bearing wall with 2 hour fire rated doors, provide a new reconfigured staircase and fire rate both staircases. The owner proposes to install a first floor mens bathroom with handicapped access and a womens bathroom for handicapped access. The bathroom additions are not part of the zoning variance for the second floor workers living quarters . I have enclosed a copy of the State variance and two (2) prints of the revised A-4 architectural drawing for your review. I respectfully request you issue a de minimus letter in that the proposed revisions were a requirement of the Department of State variance requirements.. Sincerely, Michael A. Kimack, Agent STATE OF NEW YORK DEPARTMENT OF STATE ONE C04ihiERCE PLAZA ANDnELNM. CVOMD GOYERI1Of7 99 WASHINGrrm Av=m)E A:.BANY,NY12231.0001 ROSSANA ROS.ADO r'rhYv7.00S.PI''(.0 0v $F.CRC.TARY Of'r TA TE In the Matter of the Petition of:T _ DECISION 5645 Aldrich Lane LLC For a Variance to the New York State Uniform Fire Preventlon & 0Uilding Code PETITION NO. 2020-0581 llporl the application of 5645 Aldrich Lane LLC, Clod pursuant to 19 ":YCRR 12108 cr. Decambcr 15, 2020, and upon ail other papers in this matter, the Department makes the following determination: NATURE OF OwIE.VANCE AND RELIEF SOUGHT The petition pertains to an addition and alterations to an existing building of a mixed F-1iS-1/R-3/B (Factory/Storage/Residential/buSlnesS) occupancy, 1 story in height, approximately 11,603 square feet in area, of Type VB construction and located at 5646 Aldrich Lane, Niattituck, Town of Southold, County of Suffolk, State of New York. Relief is requested from: 19NYCRR Part 1221, Building Code of Now York State(2020),Section 903.2.8,which provides as follows: An automatic sprinkler system installed in accordance with Section 903.3 shall be provided throughout air buildings.with a Group R fire area. (The petitioner requests relief to allow an automatic sprinkler system to be installed in accordance with Section 903.3 in only the R-3 occupancy portion of the building,) F;",LINGS OF FACT; 1. T111A building that is the subject of this petition is being used in conjunction with a wholesale nursery business. At the current time, the building is being used for storage of plants and motorized farming equipment, processing, and offices, 2. At this time the Petitioner wishes to construct living quarters for 10 persons who would be employed to work in the wholesale nursery business over the office,of approximately 1,554 square feet in area. Because the living quarters will only be for a maximum of 10 persons, this would be classified as a TI wYORK E3epartitTZent sraTao� . {. ,}. Oppe, UkITY. 0 State Petitioo No 2020-0581 Page 2 conciregate hling facility and an p-3 occupancy 3. Se^.suss the proposed living qu,-Mers;v I used by a maximum of 10 persons and the µraa is less t"an one-.third of the floor area or space in which it is located, as per Exception 1 of Section 505.2..3 of the 2020 BCNYS, this area can be considered a mezzanine that is not required to be open to the space that it is located. 4. Section 1101,1 of the 2020 Existing Building Code of New York State(EBCNYS)stipulates that.... An addition to a building orstructure shall con7ply with the uniform Code as adopted fornew construction without requiring the existing building or structure to comply with any requirements of those codes or thesa provisions, except as required by this chapter. Where an addition impacts the existing building or,structure, that portion shall comply with this code. c. Section 903.2,8 of the 2020 Building Coda of NOW Ycrk State(BCNYS)stipulates tl;at... ter;automatic J Sprinkler system installed in accordance;with Section 903.3 shalt be providod throughout all buildings with a Group R fire area. To be compliant with this requirement for new construction, the sprinkler system would have to be installed throughout the entire building. 5. The Petitioner has stated that, at this time, there is not an adequate water supply to the building for an automatic sprinkler system to be installed throughout the building and that bringing the required water supply to the building and the full installation,would be.both physically and financially infeasible. 7. The.Petitioner has proposed that the new living quarters will be separated from the rest of the building with 2-hour fire rated barrier wall and floor assemblies as per Section 707 of the 2020 BCNYS, 8. it is proposed that the new living quarters and exits therefrorn, will have an aukoniatic sprinkler SyBtam installed as per NFPA 13D as permitted by Section 9D3.3,1.3 of the 2020 BCNYS, 9. `(here is an existing stairway and a proposed new stairway from the first story to the proposed area where the living quarters are to be constructed.The existing stairway may not have the required riser height or tread depth. It is proposed that, this existing stairway be reconfigured to meet the " ^ anti for riser hsigh` ` a f n 3 of C.2 Cf the.n.n raquir rn ,a„A �rca. .epth�s OUr1G In C xCCptiCr Section 1011. �h�vv..n BCNYS. 10. It is proposed that the existing and new stairway will have a continuous 2-hour fire rating within the enclastire to the exterior. r'etilion rN o 2020-05 1 Page 3 11. The local code enforcement official has been consulted in this matter and does not object to VIP, grunting of a variance under the provisions of 19 NYCRR 1205.6. �C)NCLUS(J��.,UF,L�1V1r The proposed variance wili not substantially adversely affect the Code's provisions for heaith, safety and security. Strict compliance with the provisions of the Uniform Fire Prevention and Building Code would entail practical difficulties, economic hardship,or would otherwise be unwarranted because such would be unnecessary irr light of alternatives which.,without a loss in the level of safety,achieve the intended purpose of the code. QETERMINAII IV WHEREFORE IT IS DETERMINED that the application for a variance from the 20210 Building Cede of New`fork State, Section 903.2.8, to allow an automatic sprinkler system to be installed !r. accordance with Section 903.3"sr: only the R-3 occupancy portion: of the building, be and is hereby PROPOSED TO BE GRANTED with the following conditions: 1 That the new living quarters will be separated from the rest of the building with 2-hour fire rated Wrier wall and floor assemblies as per Section 707 of the 2020 13GNYS. 2. That that the new living quarters and exits therefrom, vrill have an automatic sprinkler system insta?led as per NFPA 13D as permitted by Section 903.3.1.3 of l ne 2020 BCNYS. 3. That the existing stairway be reconfigUred to rneet the requirements for riser height and tread depth as found in exception 3 of Section 101-1.5.2 of the 2020 BCNYS. 4. That the existing and new stair-may will have a continuous 2-hour fire rating within the enclosure to the exterior. "Chat carbon monoxide detectors shall be irrstailed or. each level of the build no as required by ttec applicable provisions found in Section 915 of the 2020 Fire Corte of New York State, E., That the addition and alterations will meet all other applicable provisions of the Uniform Code. Ttus QE. ( ON is_i sued under'19 NYcr R 1205.E. Unless oblecied to by the petitioner in a+vritir.:�rereived by__tf�e d artment�the decision shali.�;corne FINAL after fifteen days of receipt of_the decision by the Petition w02 0, 1 TMGded&Gls to me 7«iy �W!q and ap/ct nbebm it, Ascom*nee Gme me tm@t and 33ad not be bm mrwed to give '/ed apgru m of a nem bans or Sp(--;r$G§G& Q enGd m kppQ4 d»is ap/qVc r . . . _�__ ,n%,wc0! % �, e27 D%@onIB IA@ mel, ardsan Cnoes . « D IC m A 9j'2021 R;. 6c BOARD MEMBERS AOF so�/r Southold Town Hall Leslie Kanes Weisman, Chairperson ��� y��® 53095 Main Road• P.O. Box 1179 Southold,NY 11971-0959 CA Patricia Acampora Office Location: Eric Dantes aQ Town Annex/First Floor, Robert Lehnert,Jr. 1. 54375 Main Road(at Youngs Avenue) Nicholas Planamento COWN+ Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS ,� 2024 TOWN OF SOUTHOLD Tel. (631) 765-1809 EXTENSION DETERMINATION aT + SO.) ` ONE YEAR EXTENSION Regular Meeting of September 5, 2024 ZBA FILE: # 7412SE NAME OF APPLICANT: 5645 Aldrich Lane, LLC PROPERTY LOCATION: 5645 Aldrich Lane, Mattituck,NY SCTM No. 1000-120-3-11.13 and 1000-120-3-11.14 BASIS OF APPLICATION: Request for Special Exception per Code Section 280-13B(9),the applicant is requesting permission to construct a Farm Labor Camp to accommodate up to ten(10)seasonal workers in an existing storage building currently situated upon agricultural property; located at 5645 Aldrich Lane, Mattituck, NY. DATE OF PUBLIC HEARING: September 3, 2020 This request for a Special Exception was originally GRANTED as APPLIED FOR with CONDITONS on September 17, 2020. By letter dated August 22, 2024, Norman Keil Jr., Owner, requested an extension of the Special Exception. RESOLUTION OF THE BOARD: A motion was offered by Member Weisman (Chairperson), seconded by Member Lehnert and duly carried,to GRANT, the applicant's request that the above cited determination be extended to expire on September 17,2025, as per Chapter 280-146 of the Code of the Town of Southold. Vote of the Board: Ayes: Members Weisman(Chairperson)Dantes,Acampora,Planamento and Lehnert. This Resol ' n was duly adopted (5-0). Leslie Kanes Weisman, Chairperson Approved for filing 716 /2024 R VED r FOR INTERNAL.USE ONLY N0V 2 0 2019 --soii,t,Old-3.own-' SITE PLAN USE QUERMINATION Planning Board _ initial Determination Date Sent 1-(� . — CIL Project Name: N U Project Address: _ fad _ 3 _� I zoning District: Suffolk GO unty Tax Map No.:T000 -- Request: (Note: Copy of Building Permit App lication and supporting documentation-as to proposed use or uses should be submitted.) Q-4r-(TRO Initial Determination as to whether use is permitted:_ U initial-Dete.rmination as to whether site plan is required: S_r 1 1 Signa ure uiiding Inspector . Planning Department(P.D.) Referral: . - C) � 19 �D ate of COMM P.D. Date Received: l� — Comments: Signature of Planning De Staff Reviewer Final petermination l2 Z Date- Decision: e�w,„afiirP "f Rriil in Insn ctnr Y OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ��®v SOU��® P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) �� �® Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov UN�1,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 9, 2022 Mr. Michael Kimack, Esq. P.O. Box 1047 Southold, NY 11971 Re: Site Plan Determination — 5645 Aldrich Lane Farm Labor Camp 5645 Aldrich Lane, Laurel SCTM#1000-120.-3-11.13 & 11.14 Dear Mr. Kimack: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, November 7, 2022: WHEREAS, this amended agricultural site plan is for a proposed 1,600 sq. ft. interior conversion of the second floor of an existing storage area to a 10-person capacity Farm Labor camp within an existing 2-story 10,000 sq. ft. agricultural office and storage building. The building is located on a 5-acre reserve area (SCTM1000-120.-3-11.13) with existing accessory farm buildings attached to ±34.5 acres of farmland (SCTM1000- 120.-3-11.14) with Development Rights held by Southold Town in the AC Zoning District; and WHEREAS, on March 2, 2020, Michael Kimack, authorized agent, submitted an Amended Site Plan Application for review; and WHEREAS, on March 17, 2020, in a state of emergency response to the COVID-19 public health pandemic, the Town of Southold closed its offices to non-essential employees including the Planning Department; and WHEREAS, on May 26, 2020, the Town of Southold re-opened its offices to non- essential employees at 50% capacity; and WHEREAS, at their work session on July 6, 2020, the Southold Town Planning Board accepted the amended site plan application as complete for review with certain information to be submitted immediately; and .4. Aldrich Lane Farm Labor Camp Page 2 November 9, 2022 WHEREAS, on July 6, 2020, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), determined that the proposed action is a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5(c)(3) agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes.consistent with generally accepted principles of farming; and WHEREAS, on July 16, 2020, Mike Kimack, authorized agent, submitted information as required; and WHEREAS, pursuant to Southold Town Code §280-133(C) and as detailed in work session staff report on July 6, 2020, the Planning Board agreed to waive certain application requirements of§ 280-133 for this application which involves uses strictly related to agriculture (but excepting retail winery operations); and WHEREAS, on August 24, 2020, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on September 14, 2020, a Public Hearing was held and closed; and WHEREAS, on September 17, 2020, the Zoning Board of Appeals (ZBA) issued Special Exception approval #7412SE for a Farm Labor camp for up to ten (1,0) seasonal workers; and WHEREAS, on October 16, 2020, the Southold Town Code Enforcement officer verified that there were no open violations on the subject parcel; and WHEREAS, on October 27, 2020, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined it•to be exempt from the Southold Town LWRP policies with certain recommendations.issued; and WHEREAS, on November 4, 2020, the Southold Town Engineer reviewed the proposed application and determined that the proposed plan meets the minimum requirements of Chapter.236 for Storm Water Management; and WHEREAS, on November 5, 2020, the Southold Town Land Preservation Committee determined the proposed Farm Labor camp use as consistent with the Declaration of Covenants & Restrictions pertaining to the residential use of the Reserve Area which shall be limited to farm-related housing for use by farm employees and/or farm managers and/or farm owners; and WHEREAS, on November 9, 2020, the Southold Town Fire Inspector stated there were no objections to the proposed site plan; and WHEREAS, on November 11, 2020, the Mattituck Fire District determined that there was adequate fire protection and access for the proposed action; and ti Aldrich Lane Farm Labor Camp Page 3 November 9, 2022 WHEREAS, on November 13, 2020, the Agricultural Advisory Committee provided comments supporting the proposed project for approval; and WHEREAS, on December 18, 2020, the Southold Town Planning Board determined that with exception of approval from the Suffolk County Department of Health Services and a Use Certification from the Building Department, all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold have been met; and WHEREAS, on August 13, 2021, the Southold Town Chief Building Inspector reviewed and certified the proposed Farm Labor Camp as a use permitted by Special Exception #7412SE in the A-C Zoning District; and WHEREAS, on August 5, 2022, the Suffolk County Department of Health Services (SCDHS) granted a wastewater permit for a Rooming House (10 Beds) @ 750gpd Ref#C-20-0044; therefore be it RESOLVED, that the Southold Town Planning Board hereby waives the requirement for certain application requirements as described above; and be it further RESOLVED, that the Southold Town Planning Board has'determined that this proposed action is exempt from the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board approves the Amended'Site Plan regarding the site plan of property for E.W.H. Limited Liability Company prepared by Joseph Fischetti, P.E., dated August 22, 2003 and last revised November 22, 2004, and authorizes the Chairman to endorse the Site Plan. In addition, please be aware of the following Town Code requirements: ➢ The Town Engineer must be contacted prior to beginning site work. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. ➢ Approved site plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. ➢ Any changes from the approved site plan shall require Planning Board approval. ➢ Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the approved site plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the approved site plan, no Certificate of Occupancy may be issued until the Planning Board approves the changes. b Aldrich Lane Farm Labor Camp Page 4 November 9, 2022 A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding1he above, please contact this office. Respectfully, Donald J. enski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map By signing this letter, the applicant acknowledges that there are.Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: /Vl (7`14W� yC , Applicant Signature: v/ G� %/' Date: 1211 6�'/ L��� � CC��OdC In �•ooSUFFot, �a JUL 2 4 2023 `_BUILDINGDEPARTMENT-ElectricalInspector TOWN OF SOUTHOLD o wn Hall Annex- 54375 Main Road -'PO Box 1179 . 5 z i� YLDING DEFT': o. • 5IV -r a sag�,I,j i,17 . Southold, New York 11971-0959 4%, Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrOsoutholdtownny gov seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali Information Required) Date: '+ i.8 Company Name: A n- &)--MTh iC. co Electrician's Name: ch, I' aS Avio License No.: U I g EIec. email: 1 e_ll s 5 v-f xj Elec. Phone No:. I request an email copy of Certificate of�Compliance Elec. Address.: (o3- tzkA-tAc (? Go r+�r� W• 11 2-J JOB SITE INFORMATION (All Information Required) Name: pD ni&t wyj 14�,& L Address: S\o t,d-h,cC z . L v-,&L A).Ll 1 S(12 Cross_Street: Phone No.: 1,,,3 _ 2.9 a (o BIdg.Permit#: Ll q-0 J a email: AzrLar-I(;&m rc,l 1 . Tax Map District: '1000 Section: Block: L 3_ Lot: • -� BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):- i✓ I G-C r.l G _ Square.Footage: Circle All That Apply: Is job readyfor 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❑Underground[—]Overhead #Underground.Laterals 1 - 2 F1 H Frame M.Pole Work done.on Service? F1Y ]N Additional Information: PAYMENT DUE WITH APPLICATION offal BUILDING DEPARTMENT- Electrical Inspector =�0� C�GtA 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 lamesh(@southoldtownnyrgov - seand(a-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION_ "f..'`__, Y^ .'.S^Lro�S___ :F^•"", . _ .R zC�..i.C. -`lE".:Y3L artl .rlY ... -v'-r _ _ C1`RIC1A' IN OR'MA`T1`ON~ar In orma ion Required) ii Company Name: c 2 r 1`ec- r( L GO y- .2 Electrician's Name: (a, " License No.: "J$5"6 EIec. email: ctPt G/LFE Elec. Phone No: 3177 V ( 7 ❑I request an email opy of Certificate of Compliance Elec. Address�6��,-G_.a l�?�i:G e,le w.c..wr ,GC_4 {/ ' ;..-k:�7z. - —_ 'cam-^.-- f JOB SITE INFORMATION (All Information Required) Name: cL Ir t c,t, Un . L a•U-Y e., Address: y I G,�) Lpi , Cross Street: Phone No.: Bldg.Permit#: email:- Tax Map District: 1000 Section: I'2_0 Block: 3 Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: 22 Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In (JyFinal 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❑Underground❑Overhead # Underground Laterals 1 2 7 H Frame Pole Work done on Service? M Y FIN Additional Information: PAYMENT DUE WITH APPLICATION l2� ��c IDS oql r PERMIT 9 Address Svv,tches Ouiiets GFi's Surface Sconces H H's UC Lts any Fridge HW Exhaust Oven W/D smokes DVV Mani arbon Micro Generator _O ^DO Cooktop Transfer A Hood Serv,ce Amps Have User_ •pecla! o:i-,m e'l-I t s c 2C. IL J 6 a a . 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J '.. �� . .: a r �� � � .c . . � F [ s t r o Y P 6 Y BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o ` Town Hall Annex- 54375 Main Road - PO Box 1179 AptSouthold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 Lamesh(@-southoldtownny.gov- seandesoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION t . .:� EL uC RICIAN INFORMATION (All Information Required) Date: Company Name: lectrician's Name: #1 License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address. uK - .: ,,�.,, r �: ., _.- :-x�•_ � ,: , ,__ram-�:..� v JOB SITE INFORMATION (All Information Required) Name: '' rr I _ U La! ,L&-Yc- 1 S�O`�s Y l C,v 1 Address: y licln Lo . el Cross Street: Phone No.: Bldg.Permit#: ( email- Tax Map District: 1000 Section: '2-0 Block: 3 Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: 22 Is job ready for inspection?: 0 YES❑ NO ❑Rough In PFihal 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[]Underground❑Overhead # Underground Laterals 1 2 H Frame D Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ,a 2 3 __• _+ ��c �o! Catardo GrassoArchitects, .E c E Q 14 Kod gvenue etter o 2ransmittaf Smithtown, New`Ydrk11787 Phone: (631) 724-2141 D EC 2 2 2023 Fax (631) 724-0407 Email info@cataCdograsso.com F3t!if T';n!, 'ISn f"*' ^r't;^ DATE 12.18.23 roe"o. 23082 Fi TTE"Tio": re Marshal Fred Visser RE: Norman Keil Nursery 5645 Aldrich Lane To:Town of Southold Laurel, NY 11948 Fire Marshal SCTM#1000-120-3-11.14 54375 Main Road Southold, NY 11971 WE ARE SENDING YOU Attached ❑ Under separate cover via Fed-Ex the following items: ❑ Shop drawings ❑✓ Prints Plans ❑ Samples ❑Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 3 11.21.23 FA-1 and 2 Revised Fire Alarm Plans 3 11.21.23 Signed and Sealed Revised Battery Calculations THESE ARE TRANSMITTED as checked below: 0 For approval ❑ Approved as submitted ❑ Resubmit copies for distribution ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ON ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: Please find the attached plans and battery calculations revised as per field conditions. COPY TO: SIGNED: Carmine Grasso, R.A. =o�sufFutK�oGy� TOWN OF SOUTHOLD—FIRE MARSHAL y 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 For Office Use Only D PERMIT NO. Building Inspector: S E P 2 6 2023 Applicati6ns and<forms,'mustlie:filled out'in'their;entrety:''Incoinpletef apphcat6ns wl'n6t be`accepted WORKis`NOT TO BE`STARTED prior :i 130cQ6ng Department to;the approyW ofplan's':and,issuance'6.-a,p,ermit:.. fR Town of Southold Has a building permit been obtained for this project? ®Yes ❑No If yes,building permit# 49010 Date:03.10.23 'i PKOJECTINORMATIONc Project Address:5645 Aldrich Lane SCTM# 1000-120-3-11.,r4 3 City:Laurel Zip:11949 TACT PER N i ORMATIO ':CON SO ,INF, N Name:Carmine Grasso, R.A. Cataldo Grasso Architects, P.C. Mailing Address:14 Karl Avenue, Smithtown, NY 11787 Phone#:631-724-2141 Email`cgrasso@cataldograsso.com - Preferred contact method(select one):.❑Phone DEmail- S, �i t�i' {ice• aj : • { -4+. CONTRACTOR INFORMATI'ONc• ,�. Name:Joseph Schorr (Scotland_Yard Security) Contractor.License#:12000258250 w Mailing Address:230 Natures Lane, Miller Place, NY 11764 Phone#:631-838-6770 _ Email:joe@scotiandyardsecurity.eom �e - - ,;. - ;. -r. SCOPE'OF WORK: Occupancy Description: ❑Assembly ®Business ❑Education ❑Factory/Industrial ❑Institutional ❑Mercantile R Residential R Storage Description of work:New fire alarm system in a building used for storage, offices, and living quarters. R 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 13,1313 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: ©Central Station ❑Kitchen hood/exhaust ❑ Other Floor Area(sq.ft.): ' 1 , ,; .• , fte `1<teadin i e+th undersi'ue8"anderstand''thafatie:issuauce'of a'. eim'it'.for;t&e, a which'isrherein a lied:for is basedpn'. ' B:Check Boz A r g:,. , g tlig agrcedienf to conforiii;to all regulations and•requirements.itfurther,understand thatfuon=compliance:ofsaid reguirements,'by myself or any officer;or: a :employee of;theffi�ni,or individdaf listed as the applicaut on th�s'form,'shall tie cause for reypca_fion of said perm►t.,Up'on"-revocation of said peruut the applicant or any employee of the`,applicant shall'be prohibited to conduct such'work for which this,'permit was issued:,Tlie re►ssuance of.a permit'sball tie , based upon'review+of the,cgcamstarices leading to ttie,revocation:'A`ny.falsetstatement(s):inad_e`here�n arg`pumstiable'as aClan"s'A misdemeanor pursuaii't toSection'210.45 of•the`l'enal Law. Application Submitted By(print name): Joseph Schorr ®Authorized Agent ❑Owner Company(if applicable): Scotland lard Security Inc. Applicant Signature: Date: 09.22.23 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$50 Certificate of Occupancy fee is required if the project is not part of an existing open building permit. All checks should be made payable to the Town of Southold. Permits,once issued,shall at all times be kept on the premises designated thereon with a copy of approved drawings and all related documentation required to obtain said permit.Installations subject to final testing,inspection and approval.Arrangements for testinglinspection shall be made by contacting the Town of Southold Building Department(631)765-1802. € - • _'-; - ''i; •.l�i _�- _ ... _ - _ --- .':`� - ',' ..ice ii .f ,1:,• ' ' FOR`�OFFICE; 7SE::ONLY Amount Paid: Check No.:. FM: Permit No.: Date: Exp. Date: 2 �OF SOGTy -- �D` /v v- TOWN OF SOUTHOLD BUILDING DEPT. urm� 631-765-1802 INSPECTION [ ,] FOUNDATION 1ST [ ] ROUGH P 3Q, �W5 [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] .FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ,g5 60 rig Goon., olyczGbr� yG��G Glo /ls .� DATE08 2 INSPECTOR ✓� 1 � � euolvi?4 �n5�� �aOF SOUIy� / o , - ,`o �o I * # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING OTFINAL P [ ] FIREPLACE & CHIMNEY [ FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 6u)" t �cd UP Ali kck�gUe-- o-k r DATE 2 INSPECTOR OF SOUlyo6 - �o # # TOWN OF SOUTHOLD BUILDING DEPT. °ycna io 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] .FOUNDATION 2ND [ ]. 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'tstG7�ryI� ;� .t:, .- }+'• !i - ;h$C�« FaA"f4c =Y€n' -{ t �i '-F" �L"$'� cX`:.'�'"v. �-"a�i+ l 'i-$t�. .-3__t�_ -f-�"+; --`' --'I=�,,• f-'_ ,flfl°�1� „• - =- ti' - --- EXPIRATION=:DATE oa - — ¢ r SEC -_ - /�'- - ti— is LA .'S�.' - '�.: The Dap—.CN�kSl�filF CAt � cft'wW to bit LUAUB'' is .-F'�... 'u• s;; _ �,e •�� .�:.f�•. �I�i i!y,i —`j,a i�_ ki - �"l.'a f T a _ , i :i iy 1,,: I!'`ji!t':�iS-_ i;' __}y•' ! �4 ..a. -?a• lobs 4 � DF-60957:C ES-20OX. FIM IlTeALarms 9 Intelli ent Addressable FACP with Communicator by Honeywell Addressable Fire Alarm Control Panels General The ES-20OX is the latest.intelligent addressable Fire Alarm Control Panel(FACP)from Fire-Lite Alarms and is a direct replacement for the MS-92000DLS. The ES-20OX comes with a pre-installed.com- municator and supports up to 198 addressable devices (99 detec- tors and 99 modules).With an extensive list of powerful features,the ES-20OX programs just like Fire-Lite's other addressable products, yet fits into applications previously served only by conventional pan- els. The pre-installed IPOTS-COM is a dual technology (POTS and IP) communicator.The POTS transmits system status(alarms,troubles, AC loss,etc.)to a Central Station via the public switched telephone network.The IP communicator's internet monitoring capability sends alarm signals over the Internet saving the monthly cost of two dedi- cated business telephone lines.Although not required, the second- ary telephone line may be retained providing backup communication over the public switched telephone line.Optional cellular reporting is available using the CELL-MOD or CELL-CAB-FL. Remote and local programming of the control panel is possible using the FS-Tools Upload/Download utility. Programming databases can be uploaded/downloaded via the panel's USB port(and USB cable) or via an ethernet connection using the]POTS-COM communicator. The USB port also allows for the download or upload of the entire program, history file,walk-test data, current status and system volt- Alarm verification selection per detector point ages by means of a USB flash drive. Maintenance alert warns when smoke detector dust accumu]a- The power supply and all electronics are contained on a circuit tion is excessive board supported on a new quick install chassis and housed in a One-person audible or silent walk test with walk-test log and metal cabinet. Available accessories include local and remote printout upload/download software, remote annunciators,and reverse polar- System alarm verification selection per detector point ity/city box transmitter(4XTMF)., PAS (Positive Alarm Sequence) and Pre-signal per point (NFPA Features 72 compliant) • Up to 16 ANN-BUS annunciators-8 per each ANN-Bus • Listed to UL Standard 864, 10th edition Remote Acknowledge, Alarm Silence, Reset and Drill via •. Pre-installed IPOTS-COM Ethernet IP and POTS(Plain Old Tele- addressable modules or remote annunciator phone.Service)Central Station Communicator over AlarmNet Upload/Download of program and data via USB with optional FS- • Optional CELL-MOD or, CELL-CAB-FL GSM Central Station Tools Programming Utility Communicator overAlarmNet® • Automated activation of the ECC-50/100 Emergency Command SLC COMMUNICATION LOOP Center • Supports LiteSpeedTm and CLIP protocols • ECC-FFT Firefighter Telephone option • SLC operates up to 10,000 ft. (3,000 m) in LiteSpeed mode with • Compatible with SWIFT®wireless devices twisted,unshielded wire • Auto-programming (learn mode) reduces installation -time. • Single addressable SLC loop which meets NFPA Class B and Reports two devices set to the same address Class A requirements Four built-in, independently programmable Style Z (Class A) or Style Y(Class B)NAC circuits i,. 198 addressable device capacity (99 addressable detectors and • Selectable strobe synchronization for System Sensor,Wheelock, 99 modules) and Gentex devices • Compatible with Fire-Lite's addressable devices (refer to the • Notification Appliance Circuit End of Line resistor matching SLC wring Manual) • Four programmable function keys for ease of maintenance NOTIFICATION APPLIANCE CIRCUITS(NACS) • Two programmable relays and one fixed trouble relay • Built-in Programmer Four independently programmable output circuits.Circuits can be • Integral 80-character LCD display with backlighting configured for the following outputs:. • Real-time clock/calendar with automatic daylight savings control —Style Y(Class B) • History file with 1,000 event capacity —Style Z(Class A) • Addressable sounder base compatibility Silence Inhibit and Autosilence timer options • Multi-criteria detector (smoke, heat, CO) with programmable Continuous, March Time, Temporal, or California code for main response circuit board NACs'with two-stage capability • Control module delay timer Selectable strobe synchronization per NAC • Automatic detector sensitivity.testing(NFPA 72 compliant) • Automatic device type-code verification 2.5 Aspecial application,250mA regulated,total power for NACS • Point trouble identification NOTE.Maximum or total24VDC system power shared between all NAC • Waterflow selection per module point circuits and the ANN-BUS is 2.7 A DF-60967:C•7/16/2018.—Page 1 of 4 Y PROGRAMMING AND SOFTWARE PRN Series: UL listed compatible event printer. Uses tractor-fed • Autoprogramming(learn mode)reduces installation time paper. • Custom English labels (per point) may be manually,entered or OPTIONAL MODULES selected from an internal library file • Two programmable Form-C relay outputs 4XTMF Reverse Polarity Transmitter Module: Provides a super- vised output for local energy municipal box transmitter, alarm and • 99 software zones trouble. Includes a disable switch and disable trouble LED. • Continuous fire protection during online programming' PWRMOD24 Power Expander Module: Optional power module. • Program Check automatically catches common errors not linked Increases alarm power output to 6 amps. to any zone or input point COMPATIBLE ANNUNCIATORS • OFFLINE PROGRAMMING: Create the entire program in your office using FS-Tools,a Windows&based software package,and ANN-80: Remote LCD annunciator mimics the information dis- upload/download system programming locally. Offline-program- played on the FACP LCD display. Recommended wire type is un- ming requires an ethernet connection. FS-Tools is available on shielded. www.firelite.com. ANN-100: Remote LCD annunciator mimics the information dis- played on the FACP LCD display. Recommended wire type is un- User interface shielded.For use in FM applications only. LED INDICATORS ANN-1/0: LED Driver Module provides connections to a user sup- plied graphic annunciator;(See DF-52430.) • Fire Alarm(red) ANN-LED:Annunciator Module provides three LEDs for each zone: • CO Alarm(red) Alarm,Trouble,and Supervisory.Ships with red enclosure.(See DF- • AC Power(green) 60241.) • Supervisory(yellow) ANN-RLED:Provides alarm(red)indicators for up to 30 input zones • Trouble(yellow) or addressable points.(See DF-60241.) • Ground fault(yellow) ANN-RLY:Relay Module provides 10 programmable Form-C relays. Can be mounted inside the cabinet.(See DF-52431.) • Battery,fault(yellow) ANN-S/PG: Serial/Parallel Printer Gateway module provides a con- Disabled(yellow). nection for a serial or parallel printer.(See DF-52429.) • Maintenance(yellow) ADDRESSABLE DEVICES • Communication(yellow) All feature a polling LED and rotary switches for addressing. • Alarm Silenced(yellow) SD365:Addressable low-profile photoelectric smoke detector. Lite- • F1-F4 Programmable Function Keys(yellow) Speed only. KEYPAD SD365-IV: Addressable low-profile photoelectric smoke detector. • 16 key alpha-numeric pad Ivory.LiteSpeed and CLIP mode. • Acknowledge SD365T:Addressable low-profile photoelectric smoke detector with thermal sensor.LiteSpeed only. • Alarm Silence SD365T-IV: Addressable low-profile photoelectric smoke detector • Drill(Manual Evacuate) with thermal sensor. Ivory.LiteSpeed and CLIP mode. • Four(4)programmable function keys SD365R: Remote test capable addressable photoelectric smoke • Reset(lamp test) detector for use with DNR(W)duct detector housing.LiteSpeed only. PRODUCT LINE INFORMATION SD365R-IV: Remote'test capable addressable photoelectric smoke ES-20OX:Addressable Fire Alarm Control Panel with one SLC loop. detector for use with DNR(VV) duct detector housing. Ivory. Lite- Includes main circuit board with display,pre-installed communicator, Speed and CLIP mode. chassis with transformer, backbox with door, plastic bag containing H365:Low-profile 135°F Mixed thermal sensor.LiteSpeed only. screws,cables,key,etc. (For ES-200XC,refer to DF-60958.) H365-IV: Low-profile 135°F fixed thermal sensor. Ivory. LiteSpeed FS-Tools: Programming software for Windows&based PC• com- and CLIP mode. puter.Available for download at www.firelite.com. H365R: Low-profile, intelligent, rate-of-rise thermal sensor. Lite- CELL-CAB-FL/CELL-MOD:Optional GSM communicators. Speed only. IPOTS-COM: Dual technology (POTS and IP) communicator. H365R-IV: Low-profile, intelligent, rate-of-rise thermal sensor. Ivory. (replacement board) LiteSpeed and CLIP mode. DP-ES-R:Optional dress panel for the ES-200X. H365HT: Low-profile intelligent 190°F/88°C fixed thermal.sensor. TR-CE:Optional trim ring for semi-flush mounting. LiteSpeed only. BB-2F:Optional cabinet for one or two modules. H365HT-IV: Low-profile intelligent 190°F/88•C fixed thermal sensor. BB-6F: Optional cabinet for up to six modules mounted on CHS-6 Ivory. LiteSpeed and CLIP mode. chassis. Legacy Devices BB-26: Battery backbox, holds up to two 25 AH batteries and CHG- CP355:Addressable low-profile ionization smoke detector. 75. SD355:Addressable low-profile photoelectric smoke detector. BB-55F:Battery box, houses two 55 AH batteries SD355T:Addressable low-profile photoelectric smoke detector with CHS-6:Chassis,mounts up to six multi-modules in a BB-6F cabinet. thermal sensor. CHG-75:Battery charger for lead-acid batteries with a rating of 25 to SD355R: Remote test capable addressable photoelectric smoke 75 AH. detector for use with DNR(W)duct detector housing.. CHG-120F: Remote battery charging system for lead-acid batteries SD355CO:Addressable, low-profile device that provides fire, heat, with a rating of 55 to 120 AH.Requires additional BB-55F for mount- and carbon monoxide(CO)detection. BAg. BAT Series:Batteries,see data sheet DF-52397. H355:Fast-response,low-profile heat detector. Page 2 of 4—DF-60957:C•7/16/2018 � Y H355R: Fast-response, low-profile heat detector with rate-of-rise SW/FT Wireless Devices option. W-GATE:LiteSpeed Wireless Gateway H355HT: Fast-response, low-profile heat detector that activates at W-SD355:LiteSpeed intelligent,wireless photo detector. 190°F/88°C. W-H355R:LiteSpeed intelligent wireless rate of rise(135°)heat AD355: Low-profile, intelligent, "Adapt" multi-sensor detector detector. (6350LP base included). W-SD355T:Intelligent wireless photo/heat detector. B20OS:Programmable, addressable sounder base. W-H355: LiteSpeed intelligent wireless fixed-temperature (135°) B200SR:Addressable sounder base. heat detector. BEAM355: Intelligent beam smoke detector. W-MMF: LiteSpeed Intelligent wireless monitor module. BEAM355S: Intelligent beam smoke detector with integral sensitiv- W-CRF:LiteSpeed Intelligent wireless relay module. ity test. W-BG12LX:LiteSpeed Intelligent wireless pull station. D355PL: InnovairFlex low-flow non-relay duct-detector housing; WAWRL,WAV-WL,WAV-CRL,WAV-CWL:LiteSpeed IntelligentAV includes SD355R. bases. DNR: InnovairFlex low-flow non-relay duct-detector housing. (Order W-USB: Wireless USB radio/antenna dongle that plugs into the SD355R/SD365R separately.) USB port of a PC running SWIFT Tools. DNRW: InnovairFlex low-flow non-relay duct-detector housing, with SWIFT Tools: Programming and diagnostic utility for the Wireless NEMA-4 rating.Watertight.(Order SD355R/SD365R separately.) Gateway and devices.Available for download from firelite.com. Addressable Modules NOTE. For more information on Compatible Addressable Devices for MMF-300:Addressable Monitor Module for one zone of normally- use with the ES-200X, see the following data sheets (document num- 55 open dry-contact initiating devices. Mounts in standard 4.0" (10.16 (DF-bers) 86), Series (DF-61010), H365 Series (DF-65), C AD 0-6 cm.)box. Includes plastic cover late and end-of-line resistor. Mod- (DF-52386), BG-12LX(DF-52013), C2130), C (DF-52365), CRF-300-6 P P (DF-52374), CMF/CRF Series (DF-52130), CP355 (DF-52383), H355 ule may be configured for either a Style B(Class B).or Style D(Class Series (DF-52385), 1300 (DF-52389), ISO-6 (DF-60485), MMF-300 A)IDC. Series/MDF-300 (DF-52121), MMF-300-10 (DF-52347), MMF-302-6 MDF-300: Dual Monitor Module. Same as MMF-300 except it pro- (DF-52356), SD355ISD355T (DF-52384), and SLC I/Kring Manual vides two Style B(Class B)only IDCs. (51309). MMF-301: Miniature version of MMF-300. Excludes LED and Style NOTE:Legacy 300 Series detection devices such as the CP300/CP350, D option.Connects with wire pigtails.May mount in device backbox. SD300(7)/SD350(7)and older modules such as the M300,M301,M30Z MMF-302:Similar to MMF-300.Addressable Monitor Module for one 'C304, and BG-10LX are not compatible with LiteSpeed polling. If the SLC contains one of these devices, polling must be set for standard zone of conventional two-wire detectors. Requires resettable 24 CLIP protocol. Please consult factory for further information on previous VDC power. Refer to the Device Compatibility Document for listed 300 Series devices. compatible devices and quantity limitation. CMF-300:Addressable Control Module for one Style Y/Z (Class B/ ADDRESSABLE DEVICE ACCESSORIES A) zone of supervised polarized Notification Appliances. Mounts End-of-Line Resistor Assembly (R-47K and R-3.91K): The directly to a 4.0" (10.16 cm.) electrical box. NAC option requires 47k ohm assembly supervises the MMF-300, MDF-300, MMF-301, external 24 VDC to power notification appliances. ' and CMF-300 module circuits. The 3.9k ohm assembly supervises CRF-300:Addressable relay module containing two isolated sets of the MMF-302 module circuit.These resistors are included with each Form-C contacts,which operate as a DPDT switch. Mounts directly module. to a 4.0"(10.16 cm.)box,surface mount using the SM13500. Power Supervision Relay: Supervises the power to 4-wire smoke BG-12LX: Addressable manual pull station with interface module detectors and notification appliances. mounted inside. Wiring Requirements 1300:This module isolates the SLC loop from short circuit conditions While shielded wire is not required, it is recommended that all SLC (required for Style 6 or 7 operation). wiring be twisted-pair to minimize the effects of electrical interfer- ISO-6: Six-fault isolator module. Mount one or two modules in a ence. Refer to the panel manual for wiring details. BB-2F cabinet (optional). Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. SMB500: Used to mount all modules except the MMF-301 and M301. MMF-300-10:Ten-input monitor module. Mount one or two modules in a BB-2F cabinet(optional). Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. MMF-302-6: Six-zone interface module. Mount one or two modules in a BB-2F cabinet(optional). Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. CMF-300-6:Six-circuit supervised control module. Mount one or two modules in a BB-2F cabinet(optional). Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. CRF-300-6:Six-relay control module(Form-C relays).Mount one or two modules in a BB-2F cabinet(optional). Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. DF-60957:C-7/16/2016—Page 3 of 4 y f SYSTEM SPECIFICATIONS System Capacity Temperature and Humidity Ranges • Intelligent Signaling Line Circuits................................................1 This system meets NFPA requirements for operation at 0—49°C/32 • Addressable device capacity..................................................198 —120°F and at a relative humidity 93%±2%o RH(noncondensing)at Programmable software zones....................................; ""'`99 32°C ± 2°C (90°F ± 3°F). However, the useful life of the system's standby batteries and the electronic components may be adversely • Annunciators...........:.................................................................16 affected by extreme temperature ranges and humidity.Therefore, it is recommended that this system and its peripherals be installed in Electrical Specifications an environment with a normal room temperature of 15—27°C/60— AC Power: Operates in either 120 or 240 VAC, 50/60,'Hz, 3.25 A, 80°F. auto-sensing- no switch required. Wire size: minimum 14 AWG (2.00 mm2) with 600 V insulation. Nonpower-limited, supervised. NFPA Standards Battery: Two 12 V 18 AH lead-acid batteries. Battery Charger The ES-20OX complies with the following NFPA 72 Fire Alarm Sys- Capacity: 7-18 AH (ES-200X cabinet holds maximum of two 18 AH terns requirements: batteries.) —LOCAL (Automatic, Manual, Waterflow and Sprinkler Supervi- Communication Loop: Supervised and power-limited. sory). Notification Appliance Circuits: Terminal Block provides connec- —AUXILIARY (Automatic, Manual. and Waterflow) (requires tions for four NACs, Style Y(Class B) or Style Z(Class A). Special 4XTMF). Application power. Power-limited, supervised circuitry. Maximum —REMOTE, STATION (Automatic, Manual and Waterflow) signaling current per circuit: 2.5 amps special application, 250mA (Where a DACT is not accepted,the alarm,trouble and supervi- regulated. End-of-Line Resistor: 4.7k ohm, 1/watt (P/N 71252 UL sory relays may be connected to UL 864 listed transmitters.For listed)for Style Y(Class B) NAC;system capable of 1.9 kK2-22 k9l reverse polarity. signaling of.alarm and trouble, 4XTMF is ELR range.Refer to the Fire-Lite Device Compatibility Document for required.) listed compatible devices. —PROPRIETARY(Automatic,Manual and Waterflow). Two Programmable Relays and One Fixed Trouble Relay: Con-. —CENTRAL STATION (Automatic, Manual and Waterflow, and tact rating:2.0 A @ 30 VDC(resistive), 0.5 A @ 30 VAC(resistive). Sprinkler Supervised). Form-C relays,non-power-limited,non-supervised. —OT, PSDN (Other Technologies, Packet-switched Data Net- work) Cabinet Specifications —IBC 2012,IBC 2009,IBC 2006,IBC 2003,IBC 2000(Seismic). Door: 19.26" (48.92 cm.) high x 16.82" (42.73 cm.) wide x 0.72" —CBC 2007(Seismic) (1.82 cm.)deep. Backbox: 19.00"(48.26 cm.)high x 1.6.65"(42.29 cm.) wide x 5.25" (13.34 cm.) deep..Trim Ring (TR-CE): 22.00" Agency Listings and Approvals (55.88 cm.)high x 19.65"(49.91 cm.)wide. ,The listings and approvals below apply to the basic ES-20OX control panel. In some cases, certain modules may not be listed by certain Shipping Specifications approval agencies, or listing may be in process. Consult factory for Weight: 26.9 lbs. (12.20 kg.)Dimensions:20.00"(50.80 cm.)high latest listing status. ' x 22.5"(57.15 cm.)wide x 8.5"(21.59 cm.)deep. UL:S624 • FM approved • CSFM:7165-0075:500 • FDNY:COA#6261 NOTE:See DF-60958 for ULC-listed model. AlarmNet®,Fire-Lite®Alarms,SWIFT®,and System:SensorOO are.n:gistered trademarks of Honeywell International Inc.Microsoft®and Windows®are registered trademarks of the Microsoft Corporation. ©2018 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. This document is not intended to be used for installation purposes. 109001 We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. _ All specifications are subject to change without notice. 91161N1®INC 8 NIANOH1h i1RIN6 ' QUALITY SYSTEMS For more information,contact Fire-Lite Alarms.Phone:(800)627-3473,FAX:(877)699-4105. Country of Origin:USA www.firelite.com Page 4 of 4—DF-60957:C•7/16/2018 df-52417:c•B-90 ANN-80 Fine•!IT19ALarms SO-Character LCD Serial Annunciator by Honeywell Annunciators General The ANN-80 annunciator is a compact, backlit, 80-character LCD fire annunciator that mimics the Fire Alarm Control Panel (FACP) display. It provides system status indicators for AC Power, Alarm, Trouble, Supervisory, and Alarm Silenced condi= tions.The ANN-80 and the FACP communicate over a two-wire serial interface employing the ANN-BUS communication format. " Connected devices are powered, via two additional wires, by either the host FACP or a remote UL-listed,filtered power supply. ANN-80 is red;for white,order ANN-80-W. !Q! The ANN-80 displays English-language text of system point information including device type, zone, independent point alarm, trouble or supervisory status, as well as any custom alpha labels programmed into the control panel. It includes con- r trol switches for remote control of critical system functions. (A by Honeywell keyswitch prevents unauthorized operation of the control switches.) s' Up to eight ANN-80s may be connected to the ANN-BUS of _ ------ N each FACP. No programming is required,which saves time dur- ing system commissioning. Features • Listed to UL Standard 864,9th Edition. • Backlit 80-character LCD display(20 characters x 4 lines). Supervisory , • Mimics all display information from the host panel. Alarm Silenced • Control switches for System Acknowledge, Signal Silence, Drill,and Reset. Specifications • Control switches can be independently enabled or disabled • Operating voltage range:18 VDC to 28 VDC. at the FACP. • Current consumption Q 24 VDC nominal(filtered and non- • Keyswitch enables/disables control switches and mechani- resettable):40 mA maximum. cally locks annunciator enclosure • Ambient temperature:32°F to 120°F(0°C to 49°C). • Keyswitch can be enabled or disabled at the FACP. • Relative humidity: 93%t 2% RH(noncondensing)at 32°C • Enclosure supervised for tamper. t 2°C(90°F t 3°F). • System status LEDs for AC Power, Alarm, Trouble, Supervi- • 5.375' (13.65 cm.) high x 6.875" (17.46 cm.) wide x 1.375" sory,and Alarm Silence. (3.49 cm.)deep. • Local sounder can be enabled or disabled at the FACP. • For use indoors in a dry location. • ANN-80 connects to the ANN-BUS terminal on the FACP and • All connections are power-limited and supervised. requires minimal panel programming. • Displays device type identifiers, individual point alarm, trou- Agency Listings and Approvals ble,supervisory,zone,and custom alpha labels. • Time-and date display field. The listings and approvals below apply to the ANN-80. In some cases, certain modules may not be listed by certain approval • Surface mount directly to wall or to single, double, or 4" agencies,or listing may be in process. Consult factory for latest square electrical box. listing status. • Semi-flush mount to single, double, or 4" square electrical • UL:S2424 box.Use ANN-SB80KIT for angled view mounting: • Can be remotely located up to 6,000 feet(1,800 m)from the FM approved panel. • CSFM:7120-0075:211 • Backlight turns off during AC loss to conserve battery power • MEA:442-06-E but will turn back on if an alarm condition occurs. • May be powered by 24 VDC from the host FACP or by remote The ANN-BUS power supply(requires 24 VDC). • Up to eight ANN-80s can be connected on the ANN-BUS. POWERING THE DEVICES ON THE ANN-BUS FROM AUXILIARY POWER SUPPLY Controls and Indicators The ANN-BUS can be powered by an auxiliary power supply when the maximum number of ANN-BUS devices exceeds the • AC Power ANN-BUS power requirements.See the FACP manual for more • Alarm information. • Trouble df-52417:c•05/22/09—Page 1 of 2 i * ANN-BUS DEVICE ADDRESSING After calculating the total worst case current.draw,the following Each ANN-BUS device requires a unique address.(ID Number) table specifies the maximum distance the modules can be in order to communicate with the FACP.A maximum of 8 devices located from the FACP on a single wire run.The table ensures can be connected to the FACP ANN-BUS communication circuit. 6.0 volts of line drop maximum. In general,the wire length is lim- See the FACP manual for more information. ited by resistance, but for heavier wire gauges, capacitance is the limiting factor. WIRE REQUIREMENTS:,COMMUNICATIONS CIRCUIT These cases are marked in the chart with an asterisk(•). Maxi- The ANN-80 connects to the FACP ANN-BUS communications mum length can never be more than 6,000 feet (1;800 m), circuit. To determine the type of wire and the maximum wiring regardless of gauge used. See table below. distance that can be used with FACP ANN-BUS accessory mod- WIRE REQUIREMENTS.POWER CIRCUIT ules, it is necessary to calculate the total worst case current draw for all modules on a single 4-conductor bus.The total worst • 14 to 18 AWG(0.75-2.08 mm2)wire for 24 VDC power cir- case current draw is calculated by adding the individual worst cuit is,acceptable. Power wire distance.limitation is set by 1.2 case currents for each module, volt maximum line drop form source to end of circuit. NOTE. For total worst case current draw on a single ANN-BUS • All connections are power-limited and supervised. refer to appropriate FACP manual.' • A maximum of eight ANN-80 modules may be connected to this circuit. ' Communication Pair Wiring Distance: FACP to Last ANN-BUS Module Total Worst Case 22 Gauge 18 Gauge 16 Gauge 14 Gauge Current Draw(amps) 0.100 1,852 ft. 4,688 ft. "6,000 ft. -6,000 ft. 0.200 926 ft. 2,344 ft. 3,731 ft. 5,906 ft. 0.300 617 ft. 1,563 ft. 2,488 ft. 3,937 ft. 0.400, 4.63 ft. 1,172 ft. 1,866 ft. 2,953 ft. I 0.500 370 ft. 938 ft. 1,493 ft. 2,362 ft. 0.600 309 ft. 781 ft. 1,244 ft. 1,969 ft. 0.700 265 ft. 670 ft. 1,066 ft. 1,687 ft. 0.800 231 ft. 586 ft. 933 ft. 1,476 ft. 0.900 206 ft. 521 ft. 829 ft. 1,312 ft. 1.000(max.) 185 ft. 469 ft. 746 ft. 1,181 ft. WIRING CONFIGURATION ORDERING OPTIONS: The following figure illustrates the wiring between the FACP and ANN-80:Red 80 character LCD Annunciator. ANN-BUS devices. ANN-80-W:White,80 character LCD Annunciator. ANN-BUS and power ANN-SBBOKIT R: Red surface. mount backbox with angled wiring are supervised wedge. and power-limited. ANN-SB80KIT W: White surface mount backbox with angled ® ,B A + - wedge. rat 4 3 2 1 ANN-BUS Device + A O MS-9050UD Tea 1 2 3 4 5 6 7.8 FACP Wiring to ANN-BUS Device FireLlte@ Alarms is a registered trademark of Honeywell International Inc. ©2009 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. This document is not intended to be used for installation purposes. ISO900 1 We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. INIINEEAINI A MANUFACTURING All specifications are subject to change without notice. QUALITY SYSTEMS Made in the U.S.A. For more information,contact Fire-Lite Alarms.Phone:(800)627-3473,FAX:(877)699-4105. www.firelite.com Page 2 of 2—df-52417:c•05/22/09 "tar' � Comm rcial Fire Alarm Cellular &/or IP GOMMERCIAL FIRE CELLULAR&IF Fire Alarm Communicators • Universal full event sole&dual path cellular&/or IP commercial UL and NFPA 72 Fire Code-Compliant,the StarLink Series fire alarm reporting from any panel brand,virtually anywhere Wireless Commercial Fire Alarm Sole Path&Dual Path nationwide Communicators provide universal support for any brand • Code-compliant,replaces 2 POTs lines per FACP saves thousands 12V to 24V fire alarm control panel,reporting in Contact of dollars per year over the leased landlines ID and 4/2. With broadest LTE coverage footprint,Verizon or AT&T,using proven StarLink circuitry,they are also • Supports 12V-24V control panels and FACPs that communicate using available in locking metal models.All provide the most Contact ID and 4/2(such as on legacy panels),as primary or backup economical solution for easy,versatile installation.Also • Full data Reporting to any Central Station nationwide,via choice regional compliances,i.e.,CSFM,NYCFD,LAFD and more. of LTE Networks,Verizon®or AT&T®. Communicate critical life Easy,Universal Installation at Every Application;Panel- and safety alarm reports on LTE(Long Term Evolution)10+year life,cyber-protected multi-billion dollar cellular network,for Powered Technologr.StarLink Fire Communications are maximum life safety&liability protection. easily connected to any panel or Fire Alarm Control Panel (FACP)standardly operating between 12V and 24V.Flexible • Proven to work even where other's won't-using Signal Boostm in any application,StarLink Fire also comes in standard,or &twin dual diversity antennas- Max.signal acquisition&null models in metal housings,with code-compliant supervision, avoidance(receives signals simultaneously on both antennas) and choice of power options,Panel-Powered Technology' • Easiest installation,powered by panel,NO extra power supply, (powered by the panel),or direct-connect 120VAC models. NO extra conduit.(Excludes Direct AC-Powered "-PS"models,with Signal Boost circuitry&dual diversity antennae for transformer option.)t maximum signal acquisition&null avoidance,receiving • Dual Path Cellular/IP Models Save Time&Money-Uniquely signals simultaneously on both antennae. including 4 programmable EOLR zone inputs;2 Form C Relay outputs Flexible Performance&Reporting Options.StarLink Fire (no extra supervision modules to buy or install);plus,2 Telephone- provides full data reporting,in sole and dual path,as a style jacks for easy FACP-connection:Self-supervised on 4 wires. primary or backup,to any central station of your choice, • Preactivated to ensure communications-saves time and labor onsite without requiring any special equipment on premises. Ultra-affordable plans are available to meet various codes • LED Status/Trouble Indicators 3 Radio Status LED Indicators and requirements,with supervisory check-ins from 200 (visible from outside standard model housing)-Green,Signal seconds,to 5 minutes;and/or from 1 to 6 hours.The units Strength;Amber-Busy/Activation;Red-Trouble(4 additional LEDs, are very easily activated,plans and options are selected, not visible,for network status&troubleshooting).Power LED and'24/7 account management is provided all through indicator viewable on outer metal enclosure models. www.napcocomnet.com. • Over-the-Air Upgradable Communicator Firmware.Remote ability for critical/mandatory updates,without a truck-roll • Cost-saving models and plans for any code requirement. Napco StarLink Universal Fire Alarm Dramatic savings over monthly dedicated landline charges. Communicators • Sole Path Cellular and Dual Path Cellular&/or IP Models • Choice of LTE Networks,Verizon or AT&T.models • Choice of plans(varies by model)-check-ins from 200 seconds to 5-minutes,and from 1 hour,up to 6 hours for dual path • Patented Signal BoostTm andDual Diversity Antennae for maximum signal acquisition&null avoidance,receiving signals simultaneously on both antennae • Money-saving Tradeup incentive credit for security professionals,on new or retrofit fire systems,i.e.,tradeup missing/retired POTs lines,old radios&networks or new installations • Bonus:Full High-Speed Napco Panel remote uploading/ downloading • COMPLIANCES:NFPA72 Editions:2019,2016,2013,2010, 2007;UL 864,10th Ed.,UL1610,UL985,UL1023,NYCFD; Sur Utik CSFM;LAFD CSN� � connected by \ AT&T verizon� Nn Code-compliant standard or metal models on choice of Verizon orAT&TLTEnetworks, tar �n Commercial Fire Alarm Cellular &/or OF, COMMERCIAL FIRE CELLULAR&IP Fir = Alarm Communicators Model Ordering & Specifications verizon,' AT&T Unique Onboard Other Power LTE Wifi Network Cell IP Option �bor/Cost ver Patings Electrical Input Inputs Input Ratings Outputs Output Ratings Supply Featureser (option)t MODELSSTANDARD r 30LEPATH Panel:Powered,Tech'y tt SLE•LTEA=FIRE AT8rT,' "Yes No No T InputVoltage/Input. IN,1 925VDCMa input ' Open.Collegort)utputs`Max P.GM1, Current:10V='90`mA; •IN1,IN2, cuirent2mAIN2,IN3:' 3V.whenactive,Mai25V PGM2, 12-25V=71mA, IN3 9-25VDCMaxinput ' when not active:Max_current SLE-LTEII-FIRE • Verizon•` Yes No No p g ,. PGM3 200mA'eakdurin current1t2mA ' 24inA@25V , transmissions' " 0UALPATH' I 2TelCo`acksforEZ i .• J- Panel-Powe�edTech'yi" OUTI,OUT2:DryContacf,Form ' SLE-LTEAI-FIRE AT&T ;.'Yes 'Yes Yes `FACPConn"ed'4 {N1i9-25VDCMax 1nputVoltage:.10-25VDC:; G Relay,30VAC/DC,SOOrnA,. . Pro grammableEOLR IN1,IN2, input current2mA 'OUT1,, ;Inputcurrent:.162mA' Max PGM3i3Open.Colleetor zone inputs;2 Form C IN3!I N4,.' IN2,IN3,IN4,IN5: OUT2, Relayoutputs(avoids" 'to.100mAstandby; INS 9-25VDCMaxinput PGM3 Outputs Max3Vwhenactive, SLE-LTEVI-FIRE Verizon Yes Yes , Yes 300mApeak,Burin9 M_ax25Vwhenalive.Max regtforsupervision'' transmissions currentl.2mA current24mN25V module r SOLE PATH' PaneL-Powered Tech'y:TM SLE LTEAkCFB AT&T Yes No Ni InputVoltdge/Input IN1:9-25VDCMax input PGM1, or O Open Collectutputs Max - 'Current:10V=40mA; IN1,IN2, !current2mAIN2,IN3: PGM 3Vwhenactive;Max25V d2.25V'=71rnA, IN3 9-25VDCMaxinput PGM 2,3' when not active.Maz.current SLEATEV-CFB' Verizon 'Yes No No '200mA peak do-ring current 1.2mA 24mA925V transmissions_ SLEATEA-CFB•PS . AT&T Yes No No' DirectAC-Powered:Input IN1:9-25VDC'Max input' OpenCollectoiOutputsMax Transformer' Voltage:120VAC nominal PGM1;, IN1,IN2,' ,current2mA''IN2,IN3: 3Vwhenadiye,Mix 25Vwhen (TRF12 Input Current:15OmA PGM2, max;maximum charging IN3 9-25VDCMaxinput PGM3 not active:Maximum current 16VAC,20VA SLE-LTEV-CFB=PS 'Verizon 'Yes' No No current:'200mA current1.2mA 24mA@.25V transformer) . I , DUAL PATH 2TelCojacksforEZ Panel-PoweredTech'y:tt OUTI,OUT2:Dfy Contact,Form SLE•LTEAI•CFB AT&T Yes Yes Yes FACP Connect;4 IN1:9-25VDC Max InputVoltage:l0-25VDC:. C Relay,30VACIDC,500mA Programmable EOLR IN1,IN2, input current2mA OUT1, Input Current:162mA Max PGMx3OpenVwh when active, zone inputs;2 Form C IN3,IN4, IN2,IN3,IN4,IN5: OUT2, Re layoutputs(avoids to100mAstandby; IN5 9-25VDC Max input PGM3 Output5Vwhenwtive.Max 300mApeakduring Max 25Vwhen active.Max SLE-LTEVI•CFB Verizon Yes Yes Yes regtforsupervision currentl.2mA module) transmissions current24mA@25V 2TelCo jacks for EZ OUTI,OUT2:DryContact;'Form SLE-LTEAI-CFBPS AT&T Yes Yes Yes FACP Connect;4 Direct AC-Powered:Input IN1:9-25VDC Max C Relay,30VAC/DC,500mA Transformer' Programmable EOLR Voltage:120VAC nominal IN1,IN2, input current2mA OUT1, Max PGM3:Open Collector (TRF12 zone inputs;2 Form C Input Current:200mA IN3,IN4, IN2,IN3,IN4,IN5: OUT2, Outputs Max 3Vwhen active, 16VAC,20VA Relay outputs(avoids, max;maximum charging IN5 9-25VDC Max input PGM3 Max 25Vwhen active.Max transformer) SLE-LTEVI•CFBPS Verizon Yes Yes Yes reqtforsupervision current:200mA currentl.2mA current 24mA@ 25V module) ACCESSORIES: SLE-WIFI-MODULE Optionally connects supported dual path models to FireLink'"Intilgrated Fire'Aiar n`Control zw a'sc Internet via WiFi,eliminating Ethernet cable connection.Requires7AH batty. Panel W/StarLink'Fire LTE Built In• £' ("See details WI2191) t lOtII:: SLE-ANTEXT75 Optional extended range omni.antenna w/75'cable, FL-32FACP-LTEV Firewolf 8 Zone 24V Conventional premium low-loss cable&full mounting hardware&ground fault isolation ` Commercial Fire Alarm Contrbl'Panel with onboard mounting plate Starl-ink Fire"Sole Path,Verizon LTE Cellular. SLE-ANTEXT50 As above,with 50'cable Alarrrl'Communicator and integral'menu-driven LCD annunciator,w/4amp,24V'power supply. SLE-ANTEXT30 As above,with 30'cable Optionallyexpandable-up to 32`points/zones via . TRF12 Optional Plug in AC Transformer,16.5V/20VA(use commercial addressable;wireless or conventional p g fire devices(2 onboard NACs providing up is subject to local code compliance)t ,, `-.`� i to 4A notification power).Locking,'metal red r s.y enclosure,(surface or flush mount.)removable, Free Commercial Fire LTE Tradeup Trifold._ - 16"x17"door w/14.25"x16"base.Houses 16Ah Brochures/Mailers/Stuffers(A747) battery backup. StarLInk Filtoe­ 333 BayviewAve.,Amityville,NY 11701 • 1-800-645-9445 www.napcosecurity.com Note:Always consult technical manual and/or AHJ for compliance requirements for your area/appllicadon.StarLink,StarLlnk Fire,FireLink,SignalBoost,Panel-Powered Technology,Gemini&Gemini Commercial are trademarks of Napco.AT&T,Verbon,LTE,etc.are trademarks of their respective companies.'StarUnkoffers full data coverage in US from virtually all panel brands reporting in Contact ID or412.tt For Panel-Powered technology,regulated auxiliary power outputs are required on listed FACP."Add 40mA to input current&Standby Battery requirement.tWhere permitted by AHJ;requires conduit..For full details an the StarLink tradeup incentive see online under http://www.napcosecurity.com/starlink/starlink4gupgrade/tPromo subject to change w/o prior notice.LTE lifespan claims are based on those of carriers. ©NAPCO,NAPCO Security Technologies Inc.(NASDAQ:NSSC) A734A2019.8 u e DF-61010:A SD365(A) Series F1M.L1Te®ALarms • Addressable Photoelectric Detectors (R by Honeywell DevicesAddressable General The Fire-Lite SD365(A), SD365T(A), and SD365R(A) Series addressable plug-in photoelectric smoke detectors are designed for both performance and aesthetics.A new modern,sleek, contempo- rary 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. Exclusively for use with Fire-Lite's addressable fire alarm control panels, the SD365(A) Series point ID capability allows each detec= toes address to be set with rotary,decimal address switches rovid- ing exact detector location for emergency personnel to quickly locate r; r✓ a fire duringits earl stages,potentially saving precious rescue time Y 9 �P Y 9P while also reducing property damage. Two LEDs on each sensor light to provide a local,visible sensor indication. The SD365(A) Series also offers 135°F (57°C) fixed temperature thermal sensing on the SD365T(A)and a remote test capable detec- tor on the SD365R(A) for use with DNR(A)/DNRW duct smoke detector housings. Features SD365 SLC Loop Installation Two-wire loop connection. • Unit uses base for wiring. SD365(A)series plug-in detectors use a detachable mounting base to simplify installation,service and maintenance. ADDRESSING Mount base (all base types) on an electrical backbox which is at • Addressable by device. least 1.5" (3.81 cm)deep. For a chart of compatible junction boxes, • Rotary, decimal addressing: Please refer to the Fire-Lite panel see DF-60059. manuals for device capacity. NOTE:Because of the inherent supervision provided by the SLC loop, ARCHITECTURE end-of-fine resistors are not required. Wiring 7-taps"or branches are permitted for Style 4 (Class B) wiring. SD365R(A) mounts in a • New modern profile for improved aesthetics. D355PL(A)orDNR(A)/DNRW duct detector housing. • Unique single-source design to respond quickly and dependably to a broad range of fires. Operation • Integral communications and built-in type identification. Each SD365(A)Series detector uses one possible addresses on the • Built-in tamper-resistant feature. Fire-lite Signaling Line Circuit (SLC). It responds to regular polls • Removable cover and insect-resistant screen for simple field from the system and reports its type and status. cleaning. OPERATION Detector Sensitivity Test Designed to meet UL 268 7th Edition: Each detector can have its sensitivity tested(required per NFPA 72, • Chapter 14 on Inspection, Testing and Maintenance)when installed/ • Factory preset at 1.5%nominal sensitivity for panel alarm thresh- connected to an ES-50X or ES-20OX addressable fire alarm control old level. panel. The results of the sensitivity test can be printed off the for • Visible LED"blinks"when the unit is addressed (communicating record keeping. with the fire panel)and latches on in alarm. • Low standby current. Specification MECHANICALS Voltage range: 15—32 VDC(peak). • Sealed against back pressure. Standby current:200 pA @ 24 VDC. • Mounts to: single-gang box, 3.5" (8.89 cm) or 4.0" (10.16 cm) Max current:4.5 mA @ 24 VDC(latched"ON"). octagonal box, or 4.0" (10.16 cm) square electrical box (with or Air velocity:4,000 ft./min.(20 m/sec.)maximum. without a mud ring-not included). Sensitivity:UL Applications:0.5%to 4.0%per foot obscuration OPTIONS Size:2.0"(5.3 cm)high;base determines diameter. • Remote LED output connection,RA100Z. —B300-6:6.1"(15.6 cm)diameter. —B501:4"(10.2 cm)diameter. For a complete list of detector bases see DN-60981. Shipping weight:3.4 oz.(95 g). DF-61010:A•4/2/18—Page 1 of 3 Operating temperature range: B224BI-IV: Ivory isolator detector base. (CSFM: 7300-1653.0216 • SD365(A):0°C to 50°C(32°F to 122°F); Pending) • SD365T(A):0°C to 380C(320F to 100°F). B224BIA-WH:White,isolator detector base, ULC listing. • SD365R(A): installed in a DNR(A)/DNRW-20'C,to 70°C(-4°F to B224BIA-IV:Ivory isolator detector base, ULC listing. 158°F). iB20OS-WH:White, Intelligent addressable sounder'base capable of Relative humidity: 10%-93%,non-condensing. producing sound output in high or low volume with ANSI Temporal 3, ANSI Temporal 4,continuous tone,marching tone,and custom tone. Listings Uses FlashScan protocol. (CSFM:7300-1653:0213 Pending) Listings and approvals below apply to the SD365 Series detectors. B20OS-IV: Ivory, Intelligent addressable sounder base capable of In some cases, certain detectors may not be listed by certain producing sound output in high or low volume with ANSI Temporal 3; approval agencies, or listing may be in process. Consult factory for ANSI Temporal 4,continuous tone,marching tone,and custom tone. latest listing status. Uses FlashScan protocol. (CSFM:7300-1653:0213 Pending) • UUULC Listed:S1059 B200SA-WH:Same as B200S-WH, ULC listing. • CSFM:7272-0075-0502 B200SA-IV:Same as B200S-IV, ULC listing. • FM Approved B200SCOA-WH: White, Intelligent, programmable sounder base in English/French (required in Canada for ULC applications with CO Product Line Information Series detector applications. NOTE:Detectors must be mounted to one of the Intelligent Bases listed B200SCOA-IV:'Ivory Intelligent, programmable sounder base 'in below. English/French (required in Canada for ULC applications with CO NOTE:"IV"suffix indicates LiteSpeedO and CLIP device. Series detector applications,ULC listing. NOTE. 'A"suffix indicates Canadian version. B20OS-LF-WH: White, Low Frequency Intelligent, programmable sounder base. Produces a fundamental frequency of 520 Hz +/- SD365(A):White,Addressable photoelectric detector; B300-6 base 10% with a square wave or its equivalent; designed to meet the included.LiteSpeed only. NFPA 72 sleeping space requirement. (CSFM: 7300-1653:0238 SD365(A)-IV: Ivory, Addressable photoelectric detector; B300-6 Pending) base included. I B20OS-LF-IV: Ivory, Low Frequency Intelligent, programmable SD365T(A): White, Same as SD365 but with thermal element; sounder base. Produces a fundamental frequency of 520 Hz +/- B300 6 base included.LiteSpeed only. 10% with a square wave or its equivalent; designed to meet the NFPA 72 sleeping space requirement. (CSFM: 7300-1653:0238 SD365T(A)-IV: Ivory, Same as SD365 but with 'thermal element; Pending) B300-6 base included. B200SR-WH:White, Intelligent sounder base capable of producing SD365R(A):White, Remote test capable addressable photoelectric sound output with ANSI Temporal 3 or continuous tone.Intended for detector for use with DNR(A)/DNRW.LiteSpeed only. retrofit applications. (CSFM:7300-1653:0213 Pending) SD365R(A)-IV: Ivory, Remote test capable addressable photoelec- B200SR-IV: Ivory, Intelligent sounder base capable of producing tric detector;for use'with DNR(A)/DNRW, sound output with ANSI Temporal 3 or continuous tone. Intended for INTELLIGENT BASES retrofit applications. (CSFM:7300-1653:0213 Pending) NOTE:For details on intelligent bases,see DN-6698Y. B200SRA-WH:Same as B200SR-WH with,ULC listing. B300-6:White,6"base,standard flanged low-profile mounting base. 13200SRA411:Same as B200SR-IV in Ivory color,ULC listing. (CSFM:7300-1653.0109 Pending) B200SR-LF-WH: White, Low Frequency Intelligent, programmable B300-6-IV: Ivory,6" base, standard flanged low-profile mounting sounder base. Produces a fundamental frequency of 520 Hz +/- base. (CSFM:7300-1653:0109 Pending) 10% with a square wave or its equivalent;'designed to meet the NFPA 72 sleeping space requirement. Intended for retrofit applica- B300A-6:Same as B300-6,ULC listed. tions.(CSFM:7300-1653.0238 Pending) B30OA-6-IV: Ivory, 6" standard flanged low:profile mounting base, B200SR-LF-IV: Ivory, Low Frequency Intelligent, programmable ULC listed. sounder base. Produces a fundamental frequency of 520 Hz +/- B300-6-BP:Bulk pack of B300-6,package contains 10 10% with a square wave or its equivalent; designed to meet the B501-WHITE: White, 4" standard European flangeless mounting NFPA 72 sleeping space requirement. Intended for retrofit applica- base. UUULC listed. (CSFM:7300-1653:0109 Pending) tions.(CSFM:7300-1653:0238 Pending) B501-BL: Black, 4" standard European flangeless mounting base. MOUNTING KITS AND ACCESSORIES UUULC listed. (CSFM:7300-1653:0109 Pending) I TR300:White,replacement flange for B210LP(A)base. B501-IV: Ivory color, 4" standard European flangeless mounting TR300-IV: Ivory,replacement flange for B210LP(A)base. base.UUULC listed. (CSFM:7300-1653:0109 Pending) RA100Z(A): Remote LED annunciator. 3 — 32 VDC. Mounts to a B501-WHITE-BP:Bulk pack of B501-WHITE contains 10. U.S. single-gang electrical box. For use with B501(A) and B300- B224RB-WH:White,relay base.(CSFM:7300-1653:0216 Pending) 6(A). B224RB-IV: Ivory, relay base.(CSFM:7300-1653:0216 Pending) M02-04-00:Test magnet. B224RBA-WH:White, relay base,ULC listing. M02-09-00:Test magnet with telescoping handle. B224RBA-IV:Ivory, relay base,ULC listing. CK300:Color Kit(includes cover and trim ring),white, 10-pack. B224BI-WH: White, isolator detector base. (CSFM: 7300- CK300-IV:Color Kit(includes cover and trim ring),ivory, 10-pack. 1653.0216 Pending) CK300-BL:Color Kit(includes cover and trim ring),black, 10-pack. DF-61010:A•4/4/18—Page 2 of 3 FlreLlte®Alarms is a registered trademark of Honeywell International Inc. ©2018 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. This document is'not intended to be used for installation purposes. 1S0 9oo1 We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. QUALING ATY MANSYOFACEMS For more information,contact Fire-Lite Alarms.Phone: 800 627-3473,FAX: 877 699-4105. QUALITY SYSTEMS www.firelite.com Page 3 of 3—DF-61010:A•4/4/18 DF-61011:B H365 Series FIMIITg®ALarms Addressable Heat Detectors O by Honeywell Addressable Devices The Fire-Lite® Alarms H365(A), H365R(A), and H365HT(A) addressable plug-in thermal detectors are designed for both perfor- mance and aesthetics and are a direct replacement for the H355 Series.A new modern, sleek, contemporary design and advanced thermal technologies make the H365(A)Series ideal for both system operation and building design. ; Exclusively for use with Fire-Lite's addressable fire alarm control panels,the H365(A)Series point ID capability allows each detector's address to be set with rotary, decimal address switches, providing exact detector location for emergency personnel to quickly locate a `} fz,x . fire during its early stages, potentially saving precious rescue time � � while also reducing property damage. Two LEDs on each sensor ;"w light to provide a local,visible sensor indication. f¢� The H365(A) Series includes fixed temperature, rate-of-rise and , high heat fixed temperature detectors that provide effective, intelli- gent property protection for a variety of applications. Detectors are available for both LiteSpeed rm and CLIP applications as designated. Features SLC LOOP: OPTIONS: • Two-wire SLC loop connection Remote LED output connection to optional RA10OZ remote LED • Unit uses base for wiring annunciator ADDRESSING: Installation • Addressable by device ' • H365 Series plug-in intelligent thermal detectors use a detachable Rotary,decimal addressing (Refer to the al ad Fire-Lite panel manuals for device capacity.) base to simplify installation, service and maintenance. Installation instructions are shipped with each detector. ARCHITECTURE: Mount detector base(all base types)on an electrical backbox which • Designed to meet UL 268 7th Edition is at least 1.5" (3.81 cm) deep. For a chart of compatible junction • Sleek,low-profile,stylish design boxes,see DF-60059. • State-of-the-art thermistor technology for fast response NOTE:Because of the inherent supervision provided by the SLC loop, • Integral communications and built-in device-type identification end-of-line resistors are not required. Wiring 7-taps"or branches are permitted for Style 4(Class`B')wiring only. • Built-in tamper resistant feature When using relay or sounder bases, consult the 1300(A) installation • Built-in functional test switch activated by external magnet sheet 156-3626 for device limitations between isolator modules and iso- lator bases. OPERATION: • Fixed temperature model (H365(A)) factory' preset to 135°F Applications (57°C) Use thermal detectors for protection of property.For further informa- • Rate-of-rise model(H365R(A)), 15°F(8.3°C)per minute tion, refer to 156-6525, Applications Manual for System Smoke • High-temperature model (H365HT(A)) factoy preset to 190°F Detectors;which provides detailed information on detector spacing, (88-C) placement,zoning,wiring,.and special applications. • 360°-field viewing angle of the two visual alarm indicators, LEDs blink red in Normal condition and turn on steady red in Alarm Construction • LEDs blink every time the unit is polled These detectors are constructed of fire-resistant plastic. The H365 Series plug-in intelligent thermal detectors are designed to commer- MECHANICALS: cial standards and offer an attractive appearance. • Sealed against back pressure • SEMS screws for wiring of the separate base Operation • Designed for direct-surface or electrical-box mounting Each H365 Series detector uses one of the panel's addresses(total • .Plugs into separate base for ease of installation and maintenance limit is panel dependent) on the Fire•LiteJCI Signaling Line Circuit • Separate base allows interchange of photoelectric,ionization and (SLC). It responds to regular polls from the control panel and reports thermal sensors its type and the status. If it receives a test command from the panel (or a local magnet test), it stimulates its electronics and reports an OTHER SYSTEM FEATURES: alarm. It.blinks its LEDs when polled and turns the LEDs on when • Remote test feature from the panel commanded by the panel.The H365 Series offers features and per- Walk test with address display formance that represent the latest in thermal detector technology. • Low standby current DF-61011:B•6/26/2019—Page 1 of 3 Product Line Information B200SA-IV:Same as B200S-IV, ULC listing NOTE:"IV"suffix indicates CLIP and LiteSpeed device. B200SCOA-WH: White, Intelligent, programmable sounder base in NOTE:A"suffix indicates Canadian version. English/French (required in Canada for ULC applications with CO Series detector applications H365: White, low-profile intelligent 135°F fixed thermal sensor, B200SCOA-IV: Ivory Intelligent, programmable sounder base in LiteSpeed only English/French (required in Canada for ULC applications with CO H365A:Same as H365 but with ULC listing Series detector applications, ULC listing H365-IV: Ivory, low-profile intelligent 135°F fixed thermal sensor, B20OS-LF-WH: White, Low Frequency Intelligent, programmable LiteSpeed and CLIP sounder base. Produces a fundamental frequency of 520 Hz +/- H365A-IV:Same as H365-IV but with ULC listing 10% with a square wave or its equivalent; designed to meet the H365R: White, low-profile intelligent rate-of--rise thermal sensor, NFPA 72 sleeping space requirement.(CSFM:7300-1653:0238) LiteSpeed only B20OS-LF-IV: Ivory, Low Frequency Intelligent, programmable sounder base. Produces a fundamental frequency of 520 Hz +/- H365RA:Same as H365R but with ULC listing 10% with a square wave or its equivalent; designed to meet the H365R-IV: Ivory,low-profile intelligent rate-of-rise fixed thermal sen- NFPA 72 sleeping space requirement.(CSFM:7300-1653:0238) sor, LiteSpeed and CLIP B200SR-WH:White, Intelligent sounder base capable of producing H365RA-IV:Same as H365R-IV but with ULC listing sound output with ANSI Temporal 3 or continuous tone. Intended for H365H: White, low-profile intelligent 190°F fixed thermal sensor, retrofit applications. (CSFM:7300-1653:0213) LiteSpeed only B200SR-IV: Ivory, Intelligent sounder base capable of producing H365HA:Same as H365H but with ULC listing sound output with ANSI Temporal 3 or continuous tone. Intended for retrofit applications. (CSFM:7300-1653:0213) H365H-IV: Ivory, low-profile intelligent 190°F thermal sensor, Lite- B200SRA-WH:Same as B200SR-WH with, ULC listing and a Speed CLIP Speed and Same as H365H-IV but with ULC listing B200SRA-IV:Same as B200SR-IV in Ivory color,ULC listing H365B200SR-LF-WH: White, Low Frequency Intelligent, programmable INTELLIGENT BASES sounder base. Produces a fundamental frequency of 520 Hz +/- NOTE:For details on intelligent bases,see DF-60059. 10% with a square wave or its equivalent; designed to meet the B300-6:White,6"base,standard flanged low-profile mounting base NFPA 72 sleeping space requirement. Intended for retrofit applica- (CSFM:7300-1653:0109) tions.(CSFM:7300-1653:0238) B300-64V: Ivory,6" base, standard flanged low-profile mounting B200SR-LF-IV: Ivory, Low Frequency Intelligent, programmable base(CSFM:7300-1653:0109) sounder base. Produces a fundamental frequency of 520 Hz +/- 10% with a square wave or its equivalent; designed to meet the B300A-6:Same as B300-6,ULC listed NFPA 72 sleeping space requirement. Intended for retrofit applica- B300A-6-IV: Ivory, 6" standard flanged low-profile mounting base, tions. (CSFM:7300-1653.0238) ULC listed MOUNTING KITS AND ACCESSORIES B300-6-BP: Bulk pack of B300-6,package contains 10 TR300:White, replacement flange for B210LP(A)base B501-WHITE: White, 4" standard.European flangeless mounting TR300-IV:Ivory,replacement flange for B210LP(A)base base.UUULC listed(CSFM:7300-1653:0109) RA100Z(A): Remote LED annunciator.3-32,VDC.Mounts to a U.S. B501-BL: Black, 4" standard European flangeless mounting base. single-gang electrical box. For use with B501(A)and B300-6(A). UUULC listed(CSFM:7300-1653:0109) M02-04-00:Test magnet B501-IV: Ivory color, 4" standard European flangeless mounting base.UUULC listed(CSFM:7300-1653:0109) M02-09-00:Test magnet with telescoping handle B501-WHITE-BP:Bulk pack of B501-WHITE contains 10 CK300:Color Kit(includes cover and trim ring),white, 10-pack B224RB-WH:White,relay base(CSFM:7300-1653:0216) CK300-IV:Color Kit(includes cover and trim ring), ivory, 10-pack B224RB-IV: Ivory,relay base(CSFM:7300-1653:0216) CK300-BL:Color Kit(includes cover and trim ring), black, 10-pack B224RBA-WH:White, relay base, ULC listing B224RBA-IV:Ivory,relay base, ULC listing B224BI-WH:White,isolator detector base(CSFM:7300-1653:0216) B224BI-IV: Ivory isolator detector base(CSFM:7300-1653:0216) B224BIA-WH:White,isolator detector base,ULC listing B224BIA-IV: Ivory isolator detector base,ULC listing B20OS-WH:White, Intelligent addressable sounder base capable of producing sound output in high or low volume with ANSI Temporal 3, ANSI Temporal 4,continuous tone,marching tone,and custom tone. Uses FlashScan protocol.(CSFM:7300-1653:0213) B20OS-IV: Ivory, Intelligent addressable sounder base capable of producing sound output in high or low volume with ANSI Temporal 3, ANSI Temporal 4,continuous tone,marching tone,and custom tone. Uses FlashScan protocol. (CSFM:7300-1653:0213) B200SA-WH:Same as B200S-WH,ULC listing Page 2 of 3—DF-61011:B•6/26/2019 l SYSTEM SPECIFICATIONS Size:2.0"(5.3 cm)high;base determines diameter —B300-6:6.1"(15.6 cm)diameter —B501:4"(10.2 om)diameter For a complete list of detector bases see DF-60983 Shipping weight:3.4 oz.(95 g) Operating temperature range: • H365, H365R Series:—4°F to 100°F(-20°C to 38°C) • H365H Series:—4°F to 150°F(-20°C to 66°C) Detector spacing: UL approved for 50 ft. (15.24 m) center-to-cen- ter,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 1350F(57°C),rate-of- rise detection 15°F(8.3°C)per minute,high temperature heat 190°F (88,C) Mounting: B300-6(A)flanged base,included See"Product Line Information: Intelligent Bases," if using a dif- ferent base. ELECTRICAL SPECIFICATIONS Voltage range:15-32 volts DC peak Standby current(max.avg.):200uA @ 24 VDC (one communica- tion every 5 seconds with LED enabled) Max current:4.5 mA @ 24 VDC("ON") Listings and Approvals Listings and approvals below apply to the H365(A)Series detectors. In some cases, certain modules may not be listed by certain approval agencies, or listing may be in process. Consult factory for latest listing status. • UUULC Listing:S2517 • FM Approved • CSFM:7272-0075:0501 LiteSpeedTm is a trademark and Fire-Lite®Alarms is a registered trademark of Honeywell International Inc. 02019 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. This document is not intended to be used for installation purposes. ISO 9oo1 We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. • All specifications are subject to change without notice. ffiGI ERRING&MMUFA6i911INU QUALITY SYSTEMS For more information,contact Fire-Lite Alarms.Phone:(800)627-3473,FAX:(877)699-4105. Country of Origin:Mexico www.fiirelite.com Page 3 of 3—DF-61011:13•6/26/2019 DF-52013:D•E-100 BG-12LX FII''e•LITC�®ALc�rl'Y1S . Addressable Manual Pull Station by Honeywell Addressable Devices General The Fire-Lite BG-12LX is a state-of-the-art, dual-action (i.e., requires two motions to activate the station) pull station that1 includes an addressable interface (mounted inside) for '. t - Fire-Lite's addressable fire alarm control panels (FACPs) Because the BG-12LX is addressable, the control panel can display the exact location of the activated manual station.This leads fire personnel quickly to the location of the alarm. Features PUSH IN IPULLDOWNI • Maintenance personnel can open station for inspection and address setting without causing an alarm condition. • Built-in bicolor LED, which is visible through the handle of i the station,flashes in normal operation and latches steady red when in alarm. } • Handle latches in down position and the word"ACTIVATED" appears to clearly indicate the station has been operated. i. • Captive screw terminals wire-ready for easy connection to SLC loop(accepts up to 12 AWG/3.25 mm2 wire). • Can be surface mounted (with SB-10 or SB-1/0) or semi- flush mounted. Semi-flush mount to a standard single- gang,double-gang,or 4"(10.16 cm)square electrical box. • Smooth dual-action design. N • Meets ADAAG controls and operating mechanisms guide- lines (Section 4.1.3[13]); meets ADA requirement for 5 lb. maximum activation force. • Highly visible. usually needed for semi-flush mounting with 4" (10.16 cm) or • Attractive shape and textured finish. double-gang boxes(not with single-gang boxes). • Key reset. Operation • Includes Braille text on station handle. • Optional trim ring(BG12TR). Pushing in,then pulling down on the handle causes it to latch in the down/activated position.Once latched,the word "ACTT-Meets UL 38, Standard for Manually Actuated Signaling VATED" (in bright yellow) appears at the top of the handle, Boxes. while a portion of the handle protrudes from the bottom of the station.To reset the station, simply unlock the station with the Construction key and pull the door open.This action resets the handle;clos- Shell, door, and handle are molded of durable polycarbonate ing the door automatically resets the switch. material with a textured finish. Each manual station, on command from the control panel, sends data to the panel representing the state of the manual Specifications switch.Two rotary decimal switches allow address settings (1 —159 with Breakaway Tab removed for MS-9600 Series,.1— • Shipping Weight:9.6 oz..(272.15 g) 99 and MS-92000DLS, 1—50 for MS-9050UD). • Normal operating voltage:24 VDC. • Maximum SLC loop voltage:28:0 VDC. Architectural/Engineering • Maximum SLC standby current:375 pA. Specifications • Maximum SLC alarm current:5 mA. Manual Fire Alarm Stations shall be non-coded, with a key- • Temperature Range:32°F to 120°F(0°C to 49°C) operated reset lock in order that they may be tested, and so • ,Relative Humidity: 10%to 93%(noncondensing) designed that after actual Emergency Operation, they cannot be restored to normal except by use of a key.An operated sta- tion shall automatically condition itself so as to be visually detected as activated. Manual stations shall be constructed of Installation red-colored polycarbonate material with clearly visible operat- The BG-12LX will mount semi-flush into a single-gang,double- ing instructions provided on the cover. The word FIRE shall gang,or standard 4"(10.16 cm)square electrical outlet box,or appear on the front of the stations in white letters, 1.00 inches will surface mount to the model SB-10 or SB-1/0 surface back- (2.54 cm) or larger. Stations shall be suitable for surface box. If the BG-12LX is being semi-flush mounted, then the mounting on matching backbox SB-10 or SB-1/0;or semi-flush optional trim ring (BG12TR) may be used. The BG12TR is mounting on a standard single-gang, double-gang, or 4"(10.16 cm) square electrical box,,and shall be installed DF-520130•4/13/2012-Page 1 of 2 within the limits defined by the Americans with Disabilities Act (ADA) or per national/local requirements. Manual Stations shall be Underwriters Laboratories listed. Manual stations shall connect with two wires to one of the con- trol panel SLC loops. The manual station shall, on command from the control panel,send data to'the panel representing the state of the manual switch. Manual stations shall provide address setting by use of rotary decimal switches. Product Line Information BG-12LX: Dual-action addressable pull station. Includes key locking feature. (Listed for Canadian and non-Canadian appli- cations.) SB-10:Surface backbox;metal. SB-110:Surface backbox;plastic. BG12TR:Optional trim ring. 17003: Keys,set of two. Agency Listings and Approvals In some cases, certain modules or applications may not be listed by certain approval agencies, or listing may be in pro- cess.Consult factory for latest listing status. • UL/ULC Listed: S711 (listed for Canadian and non-Cana- dian applications). • MEA:67-02-E. • CSFM:7150-0075:0184. • FM Approved. Patented: U.S. Patent No. D428,351; 6,380,846; 6,314,772; 6,632,108. FireLite®Alarms®is a registered trademark of Honeywell International Inc. ©2012 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. This document is not intended to be used for installation purposes. ISO 9001 We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. MG111MIN;a MA UMMRING All specifications are subject to change without notice. QUALITY SYSTEMS Made in the U.S.A. For more information,contact Fire-Lite Alarms.Phone:(800)627-3473,FAX:(877)699-4105. www.firelite.com Page 2 of 2—DF-520130•4/13/2012 DF-52121:E•E-325 MMF-300(A) Series, FIreIITUALarms MDF-300 8 Addressable Monitor Modules by Honeywell Addressable Devices General Four different monitor modules are available for Fire-Lite's intelligent control panels to suit a variety of applications.Moni- tor modules are used to supervise a circuit of dry-contact input devices,such as conventional heat detectors and pull stations, "^ or monitor and power a circuit of two-wire smoke detectors (MMF-302(A)). MMF-300(A)is a standard-sized module(typically mounts to a LC(-(_I 4" [10.16 cm] square box) that supervises either a Style D (Class A) or Style B (Class B) circuit of dry-contact input •s•° �v°� elC(yM devices. s •LL" ,f;e."�"" MMF-301(A)is a miniature monitor module a mere 1.3"(3.302 cm) H x 2.75" (6.985 cm)W x 0.65"(1.651 cm) D that super- vises a Style B(Class B)circuit of dry-contact input devices.Its compact design allows the MMF-301(A) to be mounted in a single-gang box behind the device it monitors. MMF-302(A) is a standard-sized module used to monitor and supervise compatible two-wire, 24 volt, smoke detectors on a Style D(Class A)or Style B(Class B)circuit. MDF-300(A)is a standard-sized dual monitor module used to MMF-300(A)(Type H) monitor and supervise two independent two-wire Style B (Class B) dry-contact initiating device circuits (IDCs) at two supervisory indication at the control panel. Monitored circuit separate, consecutive addresses in intelligent, two-wire sys- may be wired as an NFPA Style B (Class B)or Style D(Class tems. A) Initiating Device Circuit. A 47K Ohm End-of-Line Resistor LiteSpeedTm is a communication protocol developed by (provided)terminates the Style B circuit.No resistor is required Fire-Lite Engineering that greatly increases the speed of com- for supervision of the Style D circuit. munication between analog intelligent devices. Intelligent MMF-300(A)OPERATION devices communicate in a grouped fashion. If one of the devices within the group has new information, the panel CPU Each MMF-300(A) uses one of the available module. stops the group poll and concentrates on single points. The addresses on an SLC loop. It responds to regular polls from net effect is response speed greater than five times that of the control panel and reports its type and the status(open/nor- other communication protocols. mal/short)of its Initiating Device Circuit(IDC).A flashing LED indicates that the module is in communication with the control MMF-300(A) Monitor Module panel. The LED latches steady on alarm (subject to current limitations on the loop). • Built-in type identification automatically identifies this device as a monitor module to the control panel. MMF-3000)SPECIFICATIONS • Powered directly by two-wire SLC loop. 'No additional Nominal operating voltage:15 to 32 VDC. power required. Maximum current draw:5.0 mA(LED on). • High noise(EMF/RFI)immunity. Average operating current: 375 pA (LED flashing), 1 com- • SEMS screws with clamping plates for ease of wiring. munication every 5 seconds,47k EOL. • Direct-dial entry of address: 01 —159 on MS-9600 series Maximum IDC wiring resistance: 1500 Ohms. panels,01 —99 on other compatible systems. • Maximum IDC LED flashes during normal operation and latches on steady Voltage: 11 Volts. to indicate alarm. EOL resistance:47K Ohms. The MMF-300(A)Monitor Module is intended for use in intelli- Temperature range:32°F to 120OF(0°C to 49°C). gent, two-wire systems, where the individual address of each Humidity range: 10%to 93%noncondensing. module is selected using the built-in rotary switches. It pro- vides either a two-wire or four-wire fault-tolerant Initiating Dimensions: 4.5" (11.43 cm) high x 4" (10.16 cm) wide x Device Circuit(IDC) for normally-open-contact fire alarm and 1.25" (3.175 cm) deep. Mounts to a 4" (10.16 cm) square x supervisory devices. The module has a panel-controlled LED 2.125"(5.398 cm)deep box. indicator. The MMF-300(A) can be used to replace M300(A) modules in existing systems. MMF-301(A) Mini Monitor Module MMF-300(A)APPLICATIONS • Built-in type identification automatically identifies this device Use to monitor a zone of four-wire smoke detectors, manual as a monitor module to the panel. fire alarm pull stations, waterflow devices, or other normally- • Powered directly by two-wire SLC loop. No additional open dry-contact alarm activation devices. May also be used power required. to monitor normally-open supervisory devices with special • High noise(EMF/RFI)immunity. DF-52121:E•07/30/2015—Page 1 of 4 • Tinned,stripped leads for ease of wiring. Supervises IDC wiring and connection of external power • Direct-dial entry of address: 01 — 159 on MS-9600 series source. panels,01 —99 on other compatible systems High noise(EMF/RFI)immunity. • SEMS screws with clamping plates for ease of wiring. 3 1415 0 1 ADDRESS0� . 0 1 Direct-dial entry entry of address: 01 — 1sy to MS-9600 13 2 2 series panels,01 —99 on other compatible systems. �� O 3 LOOP 4 LED flashes during normal operation. • LED latches steady to indicate alarm on command from control panel. 10 8 7 6 5 8 7 5 The MMF-302(A)Interface Module is intended for use in intelli- TENS ONES r gent, addressable systems, where the individual address of each module is selected using built-in rotary switches. This module allows intelligent panels to interface and monitor two- wire conventional smoke detectors. It transmits the status Y (normal, open, or alarm) of one full zone of conventional Lu LU Q detectors back to the control panel. All two-wire detectors cc m being monitored must be UL compatible with the module.The MMF-302(A) can be used to replace M302(A) modules in existing systems. MMF-302(A)APPLICATIONS Use the MMF-302(A) to monitor a zone of two-wire smoke The MMF-301(A) Mini Monitor Module can be installed in a detectors. The monitored circuit may be wired as an NFPA single-gang junction directly behind the monitored unit. Its Style B(Class B)or Style D(Class A)Initiating Device Circuit. small size and light weight allow it to be installed without rigid A 3.9 K Ohm End-of-Line Resistor(provided) terminates the mounting. The MMF-301(A) is intended for use in intelligent, end of the Style B or D (class B or A) circuit (maximum IDC two-wire systems where the individual address of each module loop resistance is 25 Ohms). Install ELR across terminals 8 is selected using rotary switches. It provides a two-wire initiat- and 9 for Style D application. ing device circuit for normally-open-contact fire alarm devices. The MMF-301(A)can be used to replace M301(A)modules in MMF-302(A)OPERATION existing systems. Each MMF-302(A) uses one of the available module MMF-301(A)APPucanoNs addresses on an SLC loop. It responds to regular polls from the control panel and reports its type and the status(open/nor- Use to monitor a single device or a zone of four-wire smoke mal/short) of its Initiating Device Circuit(IDC).A flashing LED detectors, manual fire alarm pull stations, waterflow devices, indicates that the module is in communication with the control or other normally-open dry-contact devices. May also be used panel. The LED latches steady on alarm (subject to current to monitor normally-open supervisory devices'with special limitations on the loop). supervisory indication at the control panel. Monitored-circuit/ device is wired as an NFPA Style B(Class B) Initiating'Device MMF-302(A)SPEaFicATIONs Circuit.A 47K Ohm End-of-Line Resistor(provided)terminates Nominal operating voltage: 15 to 32 VDC. the circuit. Maximum current draw:5.1 mA(LED on). MMF-301,(A)OPERATION Maximum IDC wiring resistance:25 Ohms. Each MMF-301(A) uses one of the available module Average operating current: 270 NA, 1 communication and 1 addresses on an SLC loop. It responds to regular polls from LED flash every 5 seconds,3.9k eol. the control panel and reports its type and the status(open/nor- mal/short)of its Initiating Device Circuit(IDC). EOL resistance:3.91K Ohms. MMF-301(A)SPECIFICATIONS External supply voltage(between Terminals T10 and T11): Nominal operating voltage: 15 to 32 VDC. DC voltage:24 volts power limited. Average operating current: 350 NA, 1 communication every • Ripple voltage:0.1 Vrms maximum. 5 seconds, 47k EOL; 600 pA Max. (Communicating, IDC • 'Current:90 mA per module maximum. Shorted). Temperature range:32°F to 120°F(0°C to 49°C). Maximum IDC wiring resistance: 1500 Ohms. Humidity range: 10%to 93%noncondensing. Maximum IDC Voltage: 11 Volts. Dimensions: 4.5" (11.43 cm) high x 4" (10.16 cm) wide x Maximum IDC Current:450 pA. 1.25" (3.175 cm) deep. Mounts to a 4" (10.16 cm) square z 2.125"(5.398 cm)deep box. EOL resistance:47K Ohms. ° Temperature range:32°F to 120°F(0°C to 49°C). MDF-300(A) Dual Monitor Module Humidity range: 10%to 93%noncondensing. The MDF-300(A) Dual Monitor Module is intended for use in Dimensions: 1.3"(3.302 cm) high x 2.75" (6.985 cm)wide x intelligent, two-wire systems. It provides two independent two- 0.65"(1.651 cm)deep. wire initiating device circuits(IDCs)at two separate,consecutive addresses. It is capable of monitoring normally open contact fire Wire length:6"(15.24 cm)minimum. alarm and supervisory devices.The module has a single panel- controlled LED. MMF-302(A) Interface Module • Supports compatible two-wire smoke detectors. Page 2 of 4—DF-52121:E•0713 0/2 0 1 5 NOTE. The MDF-300(A)provides two Style B(Class B) IDC cir- MDF-300(A): Monitor module, dual, two independent Class B cuits ONLY. Style D(Class A) IDC circuits are NOT supported in circuits. any application. SMB500:Optional surface-mount backbox. MDF-300(A)SPECIFICATIONS NOTE:See installation instructions and refer to the SLC Wiring Normal operating voltage range: 15 to 32 VDC. Manual,PN 51309: Maximum current draw:6.4 mA(LED on). Architects'/Engineers' Specifications Average operating current:750 pA(LED flashing). Maximum IDC wiring resistance: 1,500 Ohms. Specifications these devices and all FireLite products are Fi available from FireLite. Maximum IDC Voltage: 11 Volts. Maximum IDC Current:240 pA EOL resistance:47K Ohms. Temperature range:32•to 120°F(0°to 49°C). Humidity range: 10%to 93%(non-condensing). Dimensions: 4.5" (11.43 cm) high x 4".(10.16 cm) wide x 1.25" (3.175 cm) deep. Mounts to a 4" (10.16 cm) square k 2.125"(5.398 cm)deep box. MDF-300(A)AUTOMATIC ADDRESSING The MDF-300(A) automatically assigns itself to two address- able points, starting with the original address. For example, if the MDF-300(A) is set to address."26", then it will automati- cally assign itself to addresses"26"and"27". NOTE: "Ones"addresses on the MDF-300(A) are 0, 2, 4, 6, or 8 only. Terminals 6 and 7 use the first address,and terminals 8 and 9 use the second address. CAUTION: Avoid duplicating addresses on-the system. Installation MMF-300(A), MMF-302(A), and MDF-300(A) modules mount directly to a standard 4"(10.16 cm)square,2.125"(5.398 cm) deep, electrical box. They may also be mounted to the SMB500 surface-mount box. Mounting hardware and installa- tion instructions are provided with each module. All wiring must conform to applicable local codes,ordinances,and regu- lations. These modules are intended for power-limited wiring only. The MMF-301(A)module is intended to be wired and mounted without rigid connections inside a standard electrical box. All wiring must conform to applicable local codes, ordinances, and regulations. Agency Listings and Approvals In some cases, certain modules may not be listed by certain approval agencies, or listing may be in process. Consult fac- tory for latest listing status. • UL:S2424. • ULC:S2424. • FM Approved. • CSFM:7300-0075:0185. • MEA:72-01-E. Product Line Information NOTE:A"suffix indicates ULC-listed model. MMF-300(A):Monitor module. MMF-301(A): Monitor module,miniature. MMF-302(A):Monitor module,two-wire detectors. DF-52121:E•07/30/2015—Page 3 of 4 Fire-Lite®is a registered trademark and LiteSpeedTm and FireWatchn"are trademarks of Honeywell International Inc. ©2015 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. This document is not intended to be used for installation purposes. 'SO 9oo1 We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. WINIMING&NUMBING All_specification_s are subject to change without notice. QUALITY SYSTEMS For more information,contact Fire-Lite Alarms.Phone:(800)627-3473,FAX:(877)699-4105. www.firelite.com Page 4 of 4—DF-52121:E•07/30/2015 DF-60536:131 Duct Smoke Detector Fire"'UTe®Aa 'mS Accessories Miscellaneous ,by' H o n e�wel 11. General Duct smoke detector accessories add functionality to the duct smoke system by allowing quick, convenient inspections at eye level and effective audible and visual notification options. All ,.•,, ••a . System Sensor duct smoke detectors and accessories are UL listed. Specifications APA151 PIEZO ANNUNCIATOR The APA151 piezo annunciator, which replaces the APA451j,F ,'. with a new, improved look, provides an audible alarm signal, a red LED to indicate alarm status, and a green LED to indicate power status. It is intended for use with System Sensor 4 wirer •-, conventional duct smoke detector applications without a system control panel,to comply with NFPA 90A. 3 -.Z-- U m 77 MHR/MHW SpectrAlert Advance Mini-Horns a Regulated 12 DC or FWR(Full Voltage Wave Rectified)or Regulated 24 VDC or FWR APA151 Piezo Annunciator Operating Voltage 8 to 33 VDC(9 to 33 VDC with Voltage Regulated 24 VDC Sync-Circuit Module) 22 mA RMS max.at 8 to 17.5 Operating Voltage 16 to 33 VDC Volts DC Maximum Alarm Current 30 mA 17 mA RMS max.at 8 to 17.5 Sounder Current Draw Volts FWR Temperature Range 32°F to 120°F(0°C to 49°C) 29 mA RMS max.at 16 to 33 Relative Humidity 10 to 93%,non-condensing Volts DC 25 mA RMS max.at 16 to 33 Wire Gauge 12 to 18 AWG Volts FWR Dimensions 4.6"H x 2.9"W x.45"D Temperature Range 32°F to 120°F(0°C to 49°C) Humidity Range 10 to 93%non-condensing MHR/MHW MIN/-HORNS Nominal Sounder Frequency 3 kHz The MHR and MHW SpectrAlertO Advance mini-horns feature temporal or continuous tones at high and low volume settings. Wire Gauge 12 to 18 AWG Their small footprint allows mounting to single-gang back Dimensions 4.6"H x 2.9"W x 0.45"D boxes for applications where a small device is desired. E Ind DF-60536:B1•1/27/12—Page 1 of 4 RA100Z(RA100ZA REMOTE ANNUNCIATORS RTS151KEY Remote Test Station with Key The RA10OZ and RA10OZA remote annunciators are designed for both conventional and intelligent applications.Their red LED Power LED(Green):14 to 35 provides visual indication of"an alarm condition. Power Requirements VDC,12 mA max. Alarm LED(RED):2.8 to 32 ,. VDC,12 mA max. Alarm Response Time 40 seconds max. Temperature Range 14°F to 140°F(-10°C to 60°C) Relative Humidity 95%non-condensing Wire Gauge 14 to 18 AWG Dimensions 4.6"H x 2.75W x 1.8"D E 3 RTS2MTS-AOS MULTI-SIGNALLING ACCESSORIES N o The RTS2 and RTS2-AOS multi-signaling accessories are designed to work with InnovairFlex 4-wire conventional duct Cr smoke detectors. These accessories include a key switch that RA100Z/RA100ZA Remote Annunciator can be used to select one of two connected sensors to be tested, reset,or both by a push button switch.They also enable Conventional System:3.1 to 32 sensitivity measurements using the SENS-RDR sensitivity reader (sold separately). The AOS (Add-On Strobe) is an Voltage Range I telligent System:18 to 32 optional accessory included with the RTS2-AOS model. VDC Maximum Alarm Current 10 mA Dimensions 4.6"H x 2.8"W x 1.3"D RTS151IRTS151 KEY REMOTE TEST STATIONS - -- The RTS151 and RTS151 KEY remote test stations are auto- matic fire detector accessories designed to test duct smoke m ;,,.;...; �.. o detedtors from a convenient location. For 4-wire detectors, the ,,;; ;,, f;+:_-: ,,: ¢ RTS151 KEY test station features a multi-colored LED that alter- ;;'; •%, nates between steady green and red. For 2-wire detectors, the LED illuminates red for alarm. c,' f n o RTS2 and RTS-AOS Multi-signaling Accessory Voltage 20 to 29 VDC f. 3 Standby:3.0 mA max. Trouble:16.0 mA max. Power Requirements Alarm without Strobe:30 mA CO max. ¢ Alarm with Strobe:55 mA max. E Sounder 85 dBA at 10 ft. ' Ln Temperature Range 14°F to 140°F(-10°C to 60°C) Relative Humidity 95%non-condensing Wire Gauge 14 to 22 AWG RTS151 Remote Test Station Dimensions 4.8"1/V x 5.3"H x Alarm LED 2.8 to 32 VDC,10 Power Requirements mA max. Total Current:95 mA max. Test Switch 10 VA @ 32 VDC Reset Switch 10 VA @ 32 VDC Alarm Response Time 40 seconds max. Temperature Range 14°F to 140°F(-10°C to 60°C) Relative Humidity 95%non-condensing Wire Gauge 14 to 18 AWG Dimensions 4.8"H x 2.9W x 1.4"D Page 2 of 4—DF-60536:B1•1/27/12 Product Line Information Agency Listings and Approvals APA151:Piezo Annunciator The listings and approvals below apply to the basic products. In MHR:Mini-Horn, Red some cases, certain modules may not be listed by certain approval agencies, or listing may be in process. Consult factory' MHW: Mini-Horn,White for latest listing status. RA100Z/RA100ZA:Remote Annunciator • UL: S4011 (APA 151, MHR, MHW), S2522 (RTS2, RTS151:Remote Test Station RA100Z,RTS151,RTS151 KEY,RTS2-AOS) RTS151 KEY:Remote Test Station with Key • FM Approved RTS2: Multi-signaling Accessory • CSFM:7135-1653:0212 AOS:Add-On Strobe RTS2-AOS: Multi-Signaling Accessory Temperature and Humidity Ranges This system meets NFPA requirements for operation at 0— 49°C/32—120OF and at a relative humidity 93%±2%RH (noncondensing)at 32°C±20C(90°F±30F). However,the useful life of the system's standby batteries and the electronic components may be adversely affected by extreme tempera- ture ranges and humidity. Therefore, it is recommended that this system and its peripherals be installed in an environment with a normal room temperature of 15—270C/60—80°F. DF-60536:B1•1/27/12—Page 3 of 4 Fire•Lite@ Alarms and System Sensor@ are registered trademarks of Honeywell International Inc. ©2012 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. This document is not intended to be used for installation purposes. ISO 9001 We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. INCINIMINC 8 MANUFACRIIING All specifications are subject to change without notice. QUALITY SYSTEMS Made in the U.S.A. For more information,contact Fire-Lite Alarms.Phone:(800)627-3473,FAX:(877)699-4105. www.firelite.com Page 4 of 4—DF-60536:131•1/27/12 �� SYSTEM • •. .• -, �.� SENSOR C01224T and.C01224TR- .:� • Carbon Monoxide Detectors , soft with RealTest®Technology °a The System Sensor C01224T and C01224TR(round) _ Carbon Monoxide(CO)Detectors use a highly accurate and reliable electrochemical sensing cell to provide early warning of dangerous CO levels. Features With RealTest®technology,the CO gas sensing cell used in • RealTest®enables a functional test using canned CO the C01224T and C01224TR CO detectors can be tested using a CO gas agent,fully meeting the requirements of NFPA 720:2009. • Full compliance with UL 2075 Simply put the detector into RealTest mode,spray a small amount • A code-required trouble relay of CO into the detector per the installation instructions,and within • Wiring supervision with SEMS terminals seconds the detector will alarm,indicating successful gas entry.(See the reverse page or the user manual for complete instructions.) • A six-year end-of-life timer • 12/24 VDC When dangerous amounts of CO are detected,the C01224T and A low current draw of 20 mA in standby and 40 mA in alarm C01224TR detectors alert residents by sounding and flashing a • temp 4 signal alarm.With 24/7 central station monitoring,residents • Versatile mounting for wall and ceiling are guaranteed protection whether they are away from home, a Accurate and reliable electrochemical sensing technology sleeping,or already suffering from the effects of CO. • Optional CO-PLATE CO Detector Replacement Plate to upgrade previously installed competitor detectors to the C01224T The CO1224T and CO1224TR are designed for system operation. These detectors are fully listed to UL 2075 and offer a code- required trouble relay to send a sensor failure or end-of-life signal to the control panel and the central station.'The C01224T and C01224TR also use SEMS-type terminal Philips head screws for quicker and more positive wiring connections and code-required wiring supervision.With a low current draw,these detectors enable more devices to be connected to the panel,limiting the need to purchase extra power supplies or more expensive panels.As 12/24 VDC detectors,the C01224T and C01224TR will operate on most industry security and fire alarm control panels. Agency Listings LISTED E307195 E304075 5276-1653:0194 C01224T and C01224TR Carbon Monoxide Detector Specifications Architectural/Engineering Specifications Carbon monoxide(CO)detector shall be a system-connected System Sensor model number C01224T or C01224TR listed to Underwriters Laboratories UL 2075 for Gas and Vapor Detectors and Sensors.The detector shall be equipped with a sounder and a trouble relay.The detector's base shall be able to mount to a single-gang electrical box or direct(surface)mount to the wall or ceiling.Wiring connections shall be made by means of SEMS screws.The detector shall provide dual-color LED indication that blinks to indicate normal standby,alarm,or end-of-life.When the sensor supervision is in a trouble condition,the detector shall send a trouble signal to the panel.When the detector gives a trouble or end-of-life signal,the detector shall be replaced.The detector shall provide a means to test CO gas entry into the CO sensing cell.The detector shall provide this with a test mode that accepts CO gas from a test agent and alarms immediately upon sensing CO entry.The detector shall perform in the detection of CO up to 12,000 feet above sea level and alarm within the time specified by ANSI/UL 2034 for CO concentrations of 70, 150 and 400 parts per million(ppm),as verified by a Nationally Recognized Test Laboratory. Electrical Specifications Operating Voltage 12/24 VDC Audible Signal 85 dB in alarm Standby Current 20 mA Alarm Current 40 mA(75 mA test) Alarm Contact Ratings 0.5 A©30 VDC Trouble Contact Ratings 0.5 A®30 VDC Physical Specifications Size:C01224T Length:5.1 in,Width: 3.3 in,Height: 1.3 in C01224TR Diameter:6 in,Height:1.3 in Approximate Weight C01224T 7 oz;C01224TR:11 oz Operating Temperature Range 32°F to 104o F(0°C to 40o C) Operating Humidity Range 22 to 90%RH Input Terminals 14 to 22 AWG Mounting Single-gang back box;surface mount to wall or ceiling Operation Modes Operation Mode Green LED Red LED Sounder Normal(standby) Blink 1 per minute — — Alarm — Blink in temp 4 pattern, Sound in temp 4 pattern RealTest°Feature: The System Sensor C01224T and C01224TR Carbon Monoxide Detectors with RealTest enable evaluation of the functionality of the CO sensing cell using a canned CO test agent. ' U l: Push and hold the Test/Hush button for Spray canned CO agent into Verify CO sensing at the two seconds to enter RealTest mode.The the detector. control panel:The detector will green LED will flash once every second automatically exit RealTest alarm to indicate RealTest mode has started. mode after about 20-60 seconds. NOTE:Check with local codes and the AHJ to determine if a functional gas test is desired for an installation. Hush Feature: Pushing the Test/Hush button will silence the sounder for 5 minutes(except in RealTest mode). Trouble Feature: When the detector is in a trouble condition,it will send a trouble signal to the panel. End-of-Life Timer: After the detector's internal sensor has reached the end of its life,a trouble signal will be sent to the panel to indicate it is time to replace the detector.An electrochemical CO detector lifespan is about six years.The detector must be replaced by the date marked on the inside of the product. CO-PLATE: System Sensor also offers the CO-PLATE CO Detector Replacement Plate to cover the footprint(when necessary)of previously installed competitive carbon monoxide detectors that require replacement. Ordering Information CO-PLATE Part No. Description C01224T 12/24 volt,4-wire system-monitored carbon monoxide detector with RealTest®Technology C01224TR 12/24 volt,4=wire system-monitored round carbon monoxide detector with RealTest®Technology CO-PLATE CO detector replacement plate to cover the footprint of previously installed competitive detectors as necessary SYSTEM 3825 Ohio Avenue•St.Charles,IL 60174 ©2012 System Sensor. Product specifications subject to change without notice.Visit systemsensorcom Phone:800-SENSOR2•Fax:630-377 6495 for current product Information,Including the latest version of this data sheet. SENSOR' www.systemsensor.com scosoo,00•<nz SYSTEM SENSOR :s Indoor Selectable- lly Output Strobes and Horn Strobes for Ceiling Applications5 . System Sensor L-Series audible visible notification products are rich with features guaranteed to cut ' installation times and maximize profits with lower current draw and modern aesthetics. rF " Features The System Sensor L-Series offers the most versatile and easy-to-use line of horns,strobes,and horn strobes in the industry • Plug-in design with minimal intrusion into the back box with lower current draws and modern aesthetics.With white and red • Tamper-resistant construction plastic housings,wall and ceiling mounting options,System Sensor • Automatic selection of 12-or 24-volt operation L-Series can meet virtually any application requirement. at 15 and 30 candela • Field-selectable candela settings on ceiling units: The entire L-Series product line of ceiling-mount strobes and horn 15,30,75,95, 115, 150,and 177 strobes include a variety of features that increase their application versatility while simplifying installation.All devices feature a plug-in • Horn rated at 88+dBA at 16 volts design with minimal intrusion into the back box,making installations • Rotary switch for horn tone and two volume selections fast and foolproof while virtually eliminating costly and time- • Universal mounting plate for ceiling units consuming ground faults. • Mounting plate shorting spring feature checks wiring continuity To further simplify installation,the L-Series utilizes a universal before device installation mounting plate so installers can mount them to a wide array of back • Electrically Compatible with legacy SpectrAlert and SpectrAlert boxes.With an onboard shorting spring,installers can test wiring Advance devices continuity before the device is installed. • Compatible with MDL3 sync module Installers can also easily adapt devices to a suit a wide range of • Listed for ceiling mounting only application requirements using field-selectable candela settings, automatic selection of 12-or 24-volt operation,and a rotary switch for horn tones with two volume selections. Agency Listings SIGNALING LISTED AFPROVEO 55512 FM approved except 7125-1653:0504 S4011 for ALERT models 7135-1653U503 3057383 AVDS868-02.12/01/2017•Page 3 L-Series Specifications Arch itectffir�g ineer Specifications General L-Series ceiling-mount strobes and horn strobes shall mount to a standard 4 x 4 x 11/2-inch back box,4-inch octagon back box,or double- gang back box.Two-wire products shall also mount to a single-gang 2 x 4 x 17/8-inch back box.A universal mounting plate shall be used for mounting ceiling and wall products.The notification appliance circuit wiring shall terminate at the universal mounting plate.Also,L-Series products,when used with the Sync•Circuit-Module accessory,shall be powered from a non-coded notification appliance circuit output and shall operate on'a nominal 12 or 24 volts.When used with the Sync•Circuit Module,12-volt-r4ted notification appliance circuit outputs shall operate between 8.5 and 17.5 volts;24-volt-rated notification appliance circuit outputs shall operate between 16.5 and 33 volts.Indoor L-Series products shall operate'between 32 and 120 degrees Fahrenheit from a regulated DC or full-wave rectified'unfiltered power supply. Ceiling strobes and horn strobes shall have field-selectable candela settings including 15,30,75,95, 115,150,and 177. Strobe The strobe shall be a System Sensor L-Series Model listed to UL 1971 and shall be approved for fire protective service.The strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/reflector system. Horn Strobe Combination The horn strobe shall be a System Sensor L-Series Model listed to UL 1971 and UL 464 and shall be approved for fire protective service.The horn strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist Of a xenon flash tube and associated lens/reflector system.The horn shall have two audibility options and an option to switch between a temporal three pattern and a non-temporal(continuous)pattern.These options are set by a multiple position switch.The horn on horn strobe models shall operate on a coded or non-coded power supply. Synchronization Module The module shall be a System Sensor Sync•Circuit model MDL3 listed to UL 464 and shall be approved for fire protective service.The module shall synchronize L-Series strobes at 1 Hz and horns at temporal three.Also,while operating the strobes,the module shall silence the horns on horn strobe models over a single pair of wires.The module shall mount to a 4 11/16 x 4 11/16 x 2 1/8-inch back box.The module shall also control two Style Y(class B)circuits or one Style Z(class A)circuit.The module shall synchronize multiple zones.Daisy chaining two or more synchronization modules together will synchronize all the zones they control.The module shall not operate on a coded power supply. 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 Regulated 12 VDC or regulated 24 DC/FWR1 Operating Voltage Range2 8 to 17.5 V(12 V nominal)or 16 to 33 V(24 V nominal) Operating Voltage Range(MDL3) 8.5 to 17.5V(12 V nominal)or 16.5 to 33 V(24V nominal) Input Terminal Wire Gauge 12 to 18 AWG Ceiling-Mount Dimensions(including lens) 6.8"diameter x 2.5"high(173 mm diameter x 64 mm high) Ceiling-Mount Surface Mount Back Box Skirt Dimensions 6.9"diameter x 3.4"high(175 mm diameter x 86 mm high) (SBBCRL,SBBCWL) Notes: 1.Full Wave Rectified(FWR)voltage is a non-regulated;time-varying power source that is used on some power supply and panel outputs. 2.P,S,PC,and SC products will operate at 12 V nominal only for 15 and 30 cd. AVDS0SB-02.12/01/2017•Page 2 UL Current Draw Data UL Max.Strobe Current Draw(mA RMS) UL Max.Horn Current Draw(mA RMS) 8-17.5 Volts 16-33 Volts 8-17.5 Volts 16-33 Volts Candela DC DC FWR Sound Pattern dB DC DC FWR Candela 15 87 41 60 Temporal High 39 44 54 Range 30 153 63 86 Temporal Low 28 32 54 75 N/A 111 142 Non-Temporal High 43 47 54 95 N/A 134 164 Non-Temporal Low 29 32 54 115 N/A 158 191 3.1 KHz Temporal High 39 41 54 150 N/A 189 228 3.1 KHz Temporal Low 29 32 54 177 N/A 226 264 3.1 KHz Non-Temporal High 42 43 54 3.1 KHz Non-Temporal Low 28 29 54 Coded High 43 47 54 3.1 KHz Coded High 42 43 54 UL Max.Current Draw(mA RMS),Ceiling Horn Strobe,Candela Range(15-1 77 cd) 8-17.5 Volts 16-33 Volts DC Input 15cd 30cd 15cd 30cd 75cd 95cd 115cd 150cd 177cd Temporal High 103 167 71 90 143 165 187 217 254 Temporal,Low 96 165 54 71 137 161 185 21.1 249 Non-Temporal High 106 173 71 90 141 165 187 230 273 Non-Temportal Low 95 166 54 71 124 161 170 216 258 3.1 K Temporal High 111 164 69 94 147 163 184 229 257 3.1 K Temporal Low 103 163 54 88 143 155 185 212 252 3.1 K Non-Temporal High 111 •-172 69 94 144 164 202 229 271 3.1 K Non-Temporal Low 103 169 54 88 131 155 187 217 259 16=33 Volts FWR Input 15cd 30cd 75cd 95cd 115cd• - 150cd 177cd Temporal High 107 135 179 198 223 254 286 Temporal Low 78 101 151 172 199 229 262 Non-Temporal High 107 135 179 198 223 254 286 Non-Temportal Low 78 101 151 172 199 229 262 3.1 K Temporal High' 108 135 179 200 225 255 289 3.1 K Temporal Low 79 101 150 171 196 '229 260 3.1 K Non-Temporal High 108 135 179 200 225 255 289 3.1 K Non-Temporal Low 79 101 150 171 196 229 260 Horn Strobe Tones and Sound Output:Data StrobeHorn Output 8-17.5 16-33 Switch Volts Volts Position Sound Pattern dB DC DC FWR 1. Temporal High 84 89 89 2 Temporal Low 75 83 63 3 Non-Temporal High 85 90 90 4 Non-Temporal Low 76 84 84 5 3.1 KHz Temporal High 83 88 88 6 3.1 KHz Temporal Low 76 , 82 82 7 3.1 KHz Non-Temporal 'High 84 89 89 8 3.1 KHz Non-Temporal Low 77 83 83 - AVD8868-02.12/01/2017•Page 3 L-Series Dimensions 2.47'(62.7 mm) 1.37'(34.8 mm) 6.92'diam. 2.5' 6.83'diam. (175.77 mm) (64 mm) (173 mm) ap101..IMi O c R O O o CD 0 0 O ®O O o CD o 0 A0545-00 A0546-00 Ceiling-Mount Horn'Strobes Ceiling Surface Mount Back Box ® o 30 — • �® ® m • A0494-01 A0531-01 2-Wire Ceiling Mount Horn Strobes 4-Wire Ceiling Mount Horn Strobes with Ceiling Surface Mount Back Box with Ceiling Surface Mount Back Box L-Series Ordering Information Model D- Description Ceiling Horn Strobes Ceiling Strobes PC2RL 2-Wire,Horn Strobe,Red SCRL Strobe,Red PC2WL 2-Wire,Horn Strobe,White SCWL Strobe,White PC4RL 4-Wire,Horn Strobe,Red SCWL-CLR-ALERT Strobe,White,ALERT PC4WL 4-Wire,Horn Strobe,White Accessories TRC-2 Universal Ceiling Trim Ring Red TRC-2W Universal Ceiling Trim Ring White SBBCRL Ceiling Surface Mount Back Box;Red SBBCWL Ceiling Surface Mount Back Box,White For a ceiling-listed horn-only device,see AVDS865"Indoor Selectable- Output Horns,Strobes,and Horn Strobes for Wall Applications". SYSTEM ©t to c system Sensor. 3825 Ohio Avenue•St.Charles, IL 60174 Product specifications subject to change without nonce.Visit systemsensoccom SENSOR" Phone:800-SENSOR2•Fax:630-377-6495 ti current Product intimation,in8-02- 2/1/2017ersbn of his data sheet AVD5868-02.12/01/2017 SYSTEM" SENSOR `Outdoor Selectable. Output Horns, Strobes, and Horn Strobes for Wall Applications SPKTROJert SpectrAlert@ Advance outdoor audible visible products �°► llo v .�+►► IIIV c E are rich with features that cut installation times and maximize-profits. Features SpectrAlert Advance offers the broadest line of outdoor horns, • Weatherproof per NEMA 4X,IP56 strobes,and horn strobes in the industry.With white or-red plastic housings,wall or ceiling mounting options,and plain or FIRE-printed • Listed to UL 1638(strobe)and UL 464(horn) devices,SpectrAlert Advance can meet virtually any.application • Compatible with System Sensor synchronization protocol and requirement,including indoor,outdoor,wet,and dry applications in legacy SpectrAlert products , temperatures from-40oF to 151°F. • Field-selectable candela settings:15, 15/75,30,75,95, 110, 115, Like the entire SpectrAlert Advance line,outdoor horns,strobes, 135,150, 177,and 185 and horn strobes for'wall applications include a variety of features • Automatic selection of 12-or 24-volt operation at 15 and that increase application flexibility and simplify installation:First, 15/75 candela field-selectable settings,including candela,automatic selection of • Rotary switch for horn tone and three volume selections 12-or 24-volt operation,horn tones,and three volume options enable • Horn rated at 88+dBA at 16 volts installers to easily adapt devices to meet requirements. • Rated from-40°F to 151°F Next,SpectrAlert Advance devices use a universal mounting plate • Universal mounting plate with an onboard shorting spring that for both wall and ceiling applications.This mounting plate includes tests wiring continuity before devices are installed an onboard shorting spring that ensures wiring continuity before • Plug-in design with minimal intrusion into the back box devices are installed,so installers can verify proper wiring without mounting the devices and exposing them to potential construction • Tamper-resistant construction damage.Once the plates are mounted,all SpectrAlert Advance • Listed for ceiling or wall mounting devices utilize a plug-in design with a single captured screw to speed installation and virtually eliminate costly ground faults. Outdoor devices ship with weatherproof plastic back boxes(metal back boxes are available separately)that accommodate in-and- Agency Listings out wiring for daisy chaining devices.Plastic back boxes feature removable side flanges and improved resistance to saltwater SIGNALING .•may corrosion.Knock-outs located on the back eliminate the need to drill OV,, holes for screw-in mounting.Plastic and metal weatherproof back ®� boxes come with 3/4-inch top and bottom conduit entries and 3/4-inch F M MEA 7300-1653:187(outdoor strobes) LISTED EA approved 7125-1653:188 robes) knock-outs at the back.A screw-in NPT plug with an O-ring gasket S4011(chimes,horn strobes,horns) chime S3593(outdoor and alert strobes) 3023572 MEA452-05-E 7135-1653:189(horns,chimes) for a watertight seal is included with each back box. SpectrAlert Advance Outdoor Horn,Strobe,and Horn Strobe SpecOications Architect/Engineer Specifications General SpectrAlert Advance outdoor horns,strobes,and horn strobes shall mount to a weatherproof back box,A universal mounting plate shall be used for mounting ceiling and wall products.The notification appliance circuit wiring shall terminate at the universal mounting plate. Also,SpectrAlert Advance products,when used with the Sync•Circuit'"Module accessory,shall be powered from a non-coded notification appliance circuit output and shall operate on a nominal 12 or 24 volts.When used with the Sync•Circuit Module,12-volt-rated notification appliance circuit outputs shall operate between 9 and 17.5 volts;24-volt-rated notification appliance circuit outputs shall operate between 17 and 33 volts.Outdoor SpectrAlert Advance products shall operate between-40 and 151 degrees Fahrenheit from a regulated DC or full-wave rectified unfiltered power supply.Strobes and horn strobes shall have field-selectable candela settings including 15,15/75,30,75,95,110, 115,135, 150,177,and 185. Strobe The strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and shall be approved for fire protective service. The strobe shall be wired as a primary-signaling,notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/reflector system.The strobe must be installed with its weatherproof back box in order to remain outdoor approved per UL.The strobe shall be suitable for use in environments. Horn Strobe Combination The horn strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and UL 464 and shall be approved for fire protective service.The horn strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/reflector system.The horn shall have three audibility options and an option to switch between a temporal three pattern and a non-temporal(continuous)pattern.These options shall be set by a multiple position switch. On four-wire products,the strobe shall be powered independently of the sounder.The horn or horn strobe models shall operate on a coded or' non-coded power supply.The horn strobe must be installed with its weatherproof back box in order to remain outdoor approved per UL. The horn strobe shall be suitable for use in wet environments. Physical/Electrical Specifications______ Operating Temperature -40°F to 151°F(-40°C to 66°C) Strobe Flash Rate 1 flash per second Nominal Voltage Regulated 12 DC/FWR or regulated 24 DC/FWR7 Operating Voltage Range 8 to 17.5 V(12 V nominal)or 16 to 33 V(24 V nominal) Input Terminal Wire Gauge 12 to 18 AWG Wall-Mount Dimensions(including lens) 5.6"L x 4.7"W x 2.5"D(142 mm L x 119 mm W x 64 mm D) Horn Dimensions 5.6"L x 4.7"W x 1.3"D(142 mm L x 119 mm W x 33 mm D) Wall-Mount Weatherproof Back Box Dimensions(SA-WBB) 5.7"L x 5.1"W x 2.0"D(145 mm L x 130 mm W x 51 mm D) Notes: 1.Full Wave Rectified(FWR)voltage is a non-regulated,time-varying power source that is used on some power supply and panel outputs. 2.P,S,PC,and SC products will operate at 12 V nominal only for 15 and 15175 cd. AVDS01201 � a UL Current Draw Data UL Max.Strobe Current Draw(rnA RMS) UL Max.Horn Cur-rent Draw(rnA RMS) 8-17.5 V0lts 16-33 Volts 8-17.5 Volts 16-33 Volts Candela DC FWR DC FWR Sound Pattern dB DC FWR DC FWR Standard 15 123 128 66 71 Temporal High 57 55 69 75 Candela 15/75 142 148 77 81 Temporal Medium 44 49 58 69 Range 30 NA NA 94 96 Temporal Low 38 44 44 48 75 NA NA 158 153 Non-Temporal High 57 56 69, 75 95 NA NA 181 176 Non-Temporal Medium 42 50 60 69 110 NA NA 202 195 Non-Temporal Low 41 44 50 50 115 NA NA 210 205 Coded High 57 55 69. 75 High 135 NA NA 228 207 Coded Medium 44 51 56 69 Candela 150 'NA NA 246 220 Coded Low 40 46 52 50 Range 177 NA NA 281 251 185 NA NA 286 258 UL Max.Current Draw(mA RMS),2-Wire Horn Strobe,Standard Candela Range(15-115 cd) 8-17.5 Volts 16-33 Volts DC Input 15 15l75 15 15/75 30 75 95 110 115 Temporal High 137 147 79 90 107 176 194 212 218 Temporal Medium 132 144 69 80 97 157 182 201 210 Temporal Low 132 143 66 77 93- 154 179 198 207 Non-Temporal High 141 152 91 100 116 176 201 221 229 Non-Temporal Medium 133 145 75 85 102 163 187 207 216 Non-Temporal Low 131 144' 68 79 96 ' 156 182 201 210 FWR Input Temporal High 136 155 88 97 112 168 190 210 218 Temporal Medium 129 152 78 88 103 160 184 202 206 Temporal Low 129 151 76 86 101 '160 184 194 201 Non-Temporal High 142 161 103 112 126 181 203 221 229 Non-Temporal Medium 134 155 85 95 110 166 189 208 216 Non Temporal Low 132 154 80 90 105 161 184 202 211 Strobe,UL Max.Current Draw(rnA RMS),2-Wire Horn High Candela . (135-185 cd) - 16-33 Volts 16-33 Volts DC Input 135 150 177 185 FWR Input 135 150 177 185 Temporal High 245 259 .290 297 Temporal High 215 231 258 265 Temporal Medium 235 253 288 297 Temporal Medium 209 224 250 258 Temporal Low 232 251 282 292 Temporal Low 207 221 248 256 Non-Temporal High 255 270 303 309 Non-Temporal High 233 248 275 281 Non-Temporal Medium 242 259 293 299 Non-Temporal Medium 219 232 262 267 Non-Temporal Low 238 254 291 295 Non-Temporal Low , 214 229 256 262 Candela Derating Horn Tones and Sound Output Data For K series products used at low temperatures,listed Horn and Horn Strobe • candela ratings must be reduced in accordance.with 8-17.5 163 24-Volt Nominal this.table. Switch Sound Volts Volts Reverberant Anechoic Strob" • Position Pattern dB, DC FWR DC FWR DC FWR DC FWR Listed Candela Candela rating at-40°F 1 Temporal High 78 78 84 84 88 88 99 98 15 2 Temporal Medium 74 , 74 80 80 86 86 96 96 15/75 Do not use below 32°F 3 Temporal Low 71 73 76 76 83 80 94 89 30 4 Non- High " 75 44 Temporal 82 82 88 88 93 92 100 100 95 70 5 Non- Medium 78 78 85 85 90 90 98 98 110 - 110 Temporal .115 115 6 Non- Low 75 75 81 81 88 84 96 92 135 135 Temporal : 150 150 7t Coded High 82 82 88 88 93 92 101 101 177 177 , 8t Coded Medium 78 78 85 85 90 90 97 98 185 1185 9t Coded Low, 75 75 81 81 88 85 96 92 tSettings 7,8,and 9 are not available on 2-wire horn strobe. AVDS01201 d r SpectrAlert Advance Diagrams 4.7"ZI� 2.5" •WNW 5.6" ° O 0 Wall-Mount Horn Strobes Wall Plastic Weatherproof Back Box 0 ®69 Wall-Mount Horn Strobe with Plastic Weatherproof Back Box SpectrAlert Advance Ordering Information Model Description Wall Horn Strobes P2RK*t 2-Wire Horn Strobe,Standard cd,Red,Outdoor(includes plastic weatherproof back box) P2RHK*t 2-Wire Horn Strobe,High cd,Red,Outdoor(includes plastic weatherproof back box) P2WK*t 2-Wire Horn Strobe,Standard cd,White,Outdoor(includes plastic weatherproof back box) P2WHK*t 2-Wire Horn Strobe,High cd,White,Outdoor(includes plastic weatherproof back box) P4RKt 4-Wire Horn Strobe,Standard cd,Red,Outdoor(includes plastic weatherproof back box) P4WK 4-Wire Horn Strobe,Standard cd,White,Outdoor(includes plastic weatherproof back box) P2RHK-120 2-Wire Horn Strobe,High cd,Red,Outdoor,120 V(includes plastic weatherproof back box) Wall Strobes SRK*t Strobe,Standard cd,Red,Outdoor(includes plastic weatherproof back box) SRHK*t Strobe,High cd,Red,Outdoor(includes plastic weatherproof back box) SWK*t Strobe,Standard cd,White,Outdoor(includes plastic weatherproof back box) SWHK*t Strobe,High cd,White,Outdoor(includes plastic weatherproof back box) Horns HRKt Horn,Red,Outdoor(includes plastic weatherproof back box) Accessories SA-WBB Red,Metal Weatherproof Back Box SA-WBBW White,Metal Weatherproof Back Box , Notes: *Add '-P"to model number for plain housing(no"FIRE"marking on cover),e.g.,P2RK-P. t Add"-R"to model number for weatherproof replacement device(no back box included),only for use with weatherproof outdoor flush mounting plate,WTP and WIPW. "Standard cd"refers to strobes that include 15,15/75,30,75,95,110,and 115 candela settings."High cd"refers to strobes that include 135,150,177,and 185 candela settings.When replacing standard outdoor units both the device and back box must be replaced. ,SYSTEM m tti2 System Sensor. 3825 Ohio Avenue•St.Charles,IL 60174 Productspecitkationssu6iect to change withcut notice.Visit syslemsensor.com SENSOR" Phone:BOO-SENSOR2•Fax:630-377-6495 AVDS01201 for current product on,DS01201 he•31atestversionoflhisdatasheet. 12 Note 1: You are fully responsible for verifying these calculations. Note 2: Use the dro downs and the yellow cells to enter values. FiC8-LiTe Ala1'M$ by Honeywell ES-20OX Battery Calculation Secondary Power Source Requirements Standby Device Type Qty I Current Draw Total Qty I Current Draw Total Main Circuit Board 1 x 0.141000 = 0.141000 1 x 0.257000 0.257000 IPOTS-COM Communicator 1. x 0.040000 = 0.040000 1 x 0.041000 = 0.04100 PWRMOD24 0 x 0.007000 = 0 x 0.008000 = 4XTMF 0 x 0.005000 = 0 x 0.011000' _ ECC-FFT 0 x 0.120000 = 0 x 0.230000 = CELL-MOD-FL/CELL-CAB 1 0 jxj 0.055000 1=1 0 1XI 0.100000 1=1 ANN-BUS Devices ANN-80 - 1 x 0.015000 = 0.015000 1 X1 0.040000 = 0.040000 ANN-100 0 x 0.020000 = 0 x 0.025000 = ANN-LED 0, x 0.028000 = 0 x 0.068000 = ANWRLED 0 x 0.028000 = 0 x 0.068000 = ANWRLY 0 x 0.015000 = 0 x 0.075000 = ANN-1/0 0 xi 0.035000 = 0 x 0.200000 = ANN-S/PG 1 0 `x 1 0.045000 =1 1 0 1XI 0.045000 = Addressable Devices BEAM355 0 x 0.002000 = 0 =SD355C0 0 x 0.00 300 CP355 0 x 0.000300 SD355 0 xi 0.000300 = S 21 x 0.000300 = 0.006300 D365 SD355T . 0 x 0.000300 = SD365T 0 x 0.000300 = H355 0 x 0.000300 = H365 31 x 0.000300 = 0.009300 H355HT 0 x 0.000300 = _H365HT 2 x 0.000300 0.00 0600 H350R 0 x 0.000300 = H355R 0 x 0.000300 = 302 ET 135 0 x 0.000300 = D350RPL 0 x 0.000 300 = D355PL 0 x 0.000300 = MMF 300 0 x 0.000400 = MMF- 0 x 0.003500 -300-1 0 r.... MDF-300 0 x 0.000750 MMF-301 4 x 0.000375 0.001500 MMF-302 0 x 0.000270 MMF-302-6 0 _ x 0.002000 BG-12LX 11 x 0.000230 x 0.000390 -CMF 300 0 . i CMF 300 6 0 x 0.002250 = CRF-300 2 x 0.000270 - 0.000540 `:': .................. ::::{{.....::i:::i::i::::i::i::i::::n CRF-300-6 0 x 0.001450 = ............................. ....:»:;:::>::>::s::> ... .. CDRM-300 0 x 0.001300 - 130 0 0 1XI 0.000400 = -6 0ISO Fire-Lite Alarms Pagel 1/19/2024 ............................................................................................. ............................................................................................. B501 BH-2 "0 , x 0.001000 B501 BHT-2 0 x 0.001000 = B224RB 0 x 0.000500 = B224B1 0 x 0.000450 = W-GATE 0 x 0.024000 = Maximum alarm draw for all Addressable devices---------------> 0.400000 EOLR-1 0 x 0.020000 1=1 0 jxj 0.020000 1= 21 =FCPS Remote Sync) 0. x 0.021700 Resettable Power 4-Wire Smoke Detectors I 0 1XI 0.000000 1=1 1 0 1XI 0.000000 1=1 Auxiliary Power CMF-300 Aux. Power 0 x 0.001700 = 0 x 0.007000 = CMF-300-6 Aux. Power 0. x 0.008000 = 0 x 0.020000 = MMF-302 Aux.,Power 0 x 0.012000 = 0 x 0.090000 = MMF-302-6 Aux. Power 0 x 0.050000 = 0 x 0.270000 = B200SR Aux. Power 0 x 0.000500 1=1 0 x 0.035000 = B200SR-LF Aux. Power A Ix, 0.001000 - 0 IXI 0.125000 1=1 SWIFT Wireless W-GATE 1 0 1XI 0.040000 1=1 1 0 IxI 0.040000 1=1 Miscellaneous Devices Firelite RA100Z 2 x 0.000012 = 0.000024 2 xl 0.020000 =1 0.040000 System Sensor CO1224TR 4 x 0.000020 = 0.000080 4 x 0.000020 = 0.000080 System Sensor R-10 0 x 0.000270. = 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 = Output Circuits NAC/Out ut#1 0.002925 = 0.002925 0.002925 = 0.002925 NAC/Out ut#2 0.000900 = 0.000900 0.000900 = 0.000900 NAC/Out ut#3 0.000000 = 0.000000 = NAC/Out ut#4 0.000000 = 0.000000 = FCPS remote Sync) 0 x 0.000000 = 0 x 0.021700 = Current Draw from T133 0.000000 0.000000 =Total Standby Load 0.220699 Total Alarm Load 0.781905 FIMUT,LaAl.WMS ES-2OOX Battery Calculation by Honeywell Calculation in Total Sheet . . LOVI 24 Hours StandbyLoad Current 0.22070 Amps x 24 = 5.297 AH _5 Minutes Alarm Load Current(Amps) 0.78191 Amps x 0.084 = 0.066 AH Total Current Load 5.362 AH Multiply by the Derating Factor 1.2 = x 1.20 Total Ampere Hours Required 6.43 AH Recommended Batteries: BAT-1270-7AH Batteries Battery Check The batteries can be char ed by the ES-200X Charger. The batteries can be housed in the ES-200X Cabinet. Fire-Lite Alarms Page 2 1/19/2024 Current Draw Check NAC#1 current is within the limitations of the circuit. NAC#2 current is within the limitations of the circuit. NAC#3 current is within the limitations of the circuit. NAC#4 current is within the limitations of the circuit. ES-20OX Control Panel: The output current is within thepanel's limitations. FireUTeAtarMS ES-20OX Circuit Detail by'Honeywell NAC/Out ut#1 Device Qty Non-Alarm Dra w Total Qty Alarm Draw Total System Sensor SCRL 1 x 0.000225 . = 0.000225 1 x 0.000225 = 0.000225 System Sensor PC2RL 11 x 0.000225 = 0.002475 11 x 0.000225 = 0.002475 System Sensor P2RK 1 x 0.000225 = 0.000225 1 x 0.000225 = 0.000225 System Sensor SRL 2 x 0.000000 ., = 0.000000 2 x 0.000000 = 0.000000 System Sensor P2RL 1 x 0.000000 = 0.000000 1 x 0.000000 = 0.000000 0 XI 0.000000 =1 0 x 0.000000 = 0 ' x 0.000000 = 0 x 0.000000 = 0 x , 0.000000, = 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 = Total Standby Load 0.002925 Total Alarm Load 0.002925 NAC/Out ut#2 D- Qty Alarm Draw Total System Sensor PC2RL 2 x 0.000225 ` = 0.000450 2 x 0.000225 = 0.000450 System Sensor SCRL 2 x 0.000225. = 0,000450 2 x 0.000225 = 0.000450 0 x 0.0,00000, = 0 x 0.000000 = 0 x 0.000000, = 0 x .0.000000 = 0 x 0.000225 ' = 0 x 0.000225 = 0 x 0:000000 = 0 X1 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 x" 0.000000 = 0 x 0:000000, = 0 x 0.000000 = Total Standby Load 0.000900 Total Alarm Load 1 0.000900 NAC/Out ut#3 Device e Qty Alarm Draw Total 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 . _ 0 x 0.000000 = 0 x.. 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 1XI 0.000000 =1 0 XI 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 x ' M00000 = 0 x 0.000000 = 0 x . 0.000000 = 0 x 0.000000 = 0 x 0.000000 = 0 x 0.000000, _ Total Standby Load 0.000000 Total Alarm Load 0.000000 Fire-Lite Alarms Page 3 1/19/2024 FIRE ALARM SYMBOL LIST SYMBOL QTY DESCRIPTION MAKE/MODEL Un-tad Stet FIRE MARSHAL APPROVAL STAMP BOX �n G FACP 1 FIRE ALARM CONTROL PANEL FIRELITE ES-20OX FAA 1 REMOTE ANNUNCIATOR FIRELITE ANN-80 Yt.- RCC 1 NEW RADIO/CELL COMMUNICATOR NAPCO STARLINK FIRE LTE — INDEP D T ES AR S TC B IL I O A L A SMOKE DETECTOR FIRELITE SD365 ��n�'' S 14 ADDRESSABLE Sc OS SB 6 ADDRESSABLE SMOKE DETECTOR W/ SOUNDER BASE FIRELITE SD365 / B200SR(A) d av,:4 take 32 ADDRESSABLE HEAT DETECTOR FIRELITE H365 y ti ® a Aid ' h ®ABV 2 ADDRESSABLE HEAT DETECTOR ABOVE CEILING FIRELITE H365HT urel Y ll ®SB 1 ADDRESSABLE HEAT DETECTOR W/ SOUNDER BASE FIRELITE H365 / B200SR(A) 0� 1 ADDRESSA13LE MONITOR MODULE FIRELITE MMF-300 3 MINI MONITOR MODULE FIRELITE MMF-301 Dr laurel take ParkrTj O M FIR NEW ADDRESSABLE RELAY FIRELITE CRF-300 S h� y� — NEW ADDRESSABLE DUCT DETECTOR FIRELITE D 355PL (b REMOTE INDICATOR LED FIRELITE RA O �R 2 3 CONVENTIONAL CO DETECTOR SYSTEM SENSOR CO1224T CO d. 15 1 1 CEILING MOUNT HORN/STROBE SYSTEM SENSOR PC2RL =.e,t, ,:.• ,k- 15 1 WALL MOUNT HORN/STROBE SYSTEM SENSOR P2RL �/ ( )115 3 CEILING MOUNT STROBE SYSTEM SENSOR SCRL REVISION: 09.22.23 TO FIRE ( )115 2 WALL MOUNT STROBE SYSTEM SENSOR SRL /`'\ MARSHAL 15 1 OUTDOOR HORN/STROBE SYSTEM SENSOR P2RK y ,, 09.28.23 TO FIRE WF 1 SPRINKLER WATER FLOW SWITCH BY OTHERS rl MARSHAL TS — SPRINKLERR TAMPER SWITCH BY OTHERS 11.21.23 REVISED PER FIELD CONDITIONS N.T.S. NOT TO SCALE O.T.M.D. OPEN TO METAL DECK A.F.F. ABOVE FINISHED FLOOR .24 SHOWED ATTIC C.T. CEILING TILE CEILING DETAIL/SOFFIT — — HALF WALL/COUNTER AND ADDITIONAL DEVICES 05.30.24 AS-BUILT 25 I 06.17.24 REVISED AS PER THE FIRE ALARM AND SMOKE DETECTION SYSTEM SHALL BE INSTALLED IN COMPLIANCE WITH THE NATIONAL FIRE PREVENTION CODE (NFPA 72) AND THE FIRE CODE (FC) OFF cab FM COMMENTS NEW YORK STATE. THE FIRE ALARM AND SMOKE DETECTION SYSTEM SHALL BE MAINTAINED AND TESTED IN COMPLIANCE WITH THE NATIONAL FIRE PREVENTION CODE (NFPA 72) AND THE PROPERTY MAINTENANCE CODE (PMC) OF NEW YORK STATE. SCOTLAND YARD LOCAL AUTHORITIES HAVING JURISDICTION MAY REQUIRE ADDITIONAL MODIFICATIONS SECURITY INC. AT THE TIME OF PLAN APPROVALS AND OR AT FINAL SITE INSPECTION. ANY SYSTEM 230 Natures Lane MODIFICATIONS, ADDITIONS OR ALTERATIONS SHALL BE DONE IN ORDER TO COMPLY WITH SCALE:N.T.S. Miller Place, NY 11764 THE VILLAGE, TOWN, OR COUNTY FIRE MARSHAL'S OFFICE, AT THE CUSTOMER'S EXPENSE. Joseph Schorr: 631-838-6770 r NYS License #12000258250 CEILING 3' MINIMUM ROOF ROOF ,�+ A � HORN/STROBE Z r-. AIR REGISTER & STROBE DEVICE O SMOKE DETECTOR ® r—I TOTAL w R � Z00 � L N PULL STATION ATTIC ATTIC � � v H SEQUENCE OF OPERATION FIRE TOTAL 1) WHEN ANY INTIATING DEVICE EXCEPT A CARBON MONOXIDE DETECTOR TOTAL (1) IS ACTIVATED THE FOLLOWING WILL OCCUR: 4'-0" (2) TOTAL A.F.F. (2) TOTAL TOTAL TOTAL TOTAL I A HORNS WILL SOUND A TEMPORAL 3 CODE NAC #2 (2) (5) (2) (2) B STROBES WILL FLASH kn kn ,-4 I �--� C FANS WILL SHUTDOWN FLOOR F S � � CO D THE DEVICE IN ALARM WILL BE LISTED AT THE REMOTE ANNUNCIATOR. W 75 75 SB SB ARV TOTAL E AN ALARM SIGNAL WILL TRANSMIT TO THE CENTRAL STATION. O TYPICAL DEVICE DIAGRAM - N.T.S. /. �RI (1) 2) WHEN THE ALARM IS SILENCED THE FOLLOWING WILL OCCUR: p a TOTAL A) HORNS WILL SILENCE. O (2) B) STROBES WILL REMAIN ACTIVE (FLASHING) ® ® U 2 N D FL. 2 N D FL. 3) WHEN THE FACP IS RESET THE FOLLOWING WILL OCCUR: A) INITIATING DEVICES WILL RESET. WIRE: SPECIFICATION CHART B) STROBES WILL STOP FLASHING AND RESET. RISER DIAGRAM, SYMBOL C) FANS WILL REMAIN OFF AND WILL BE RESET SEPARATELY FROM THE LIST, KEY MAP 18 AWG FPLP WIRE: ADDRESS LOOP FACP BY AN INDEPENDENT RESTART BUTTON. 16 AWG FPLP WIRE: SIGNAL CIRCUIT 4) TROUBLE AND SUPERVISORY SIGNALS WILL SOUND A TONE AT THE FACP PROJECT NO: 23082 12 AWG 12 AWG.: 120VAC GRND ONLY, NOT AN ALARM. THE FACP WILL-TRANSMIT A SI NA T TOTAL TOTAL TOTAL AT N LS DRAWN BY: C.G. (1) (1) (9) TOTAL TOTAL C) WHEN A DEVICE IS IS ACTIVATED IN THE RESIDENTIAL AREA ON THE SECOND FLOOR (2) (1) NAC #1 A LOCAL ALARM WILL SOUND AT THE DEVICE ONLY. DATE: 09.17.23 TOTAL FACP (2) SCALE: AS NOTED WP W W 115 75 75 75 75 TOTAL TOOL TOTAL TOTAL GENERAL NOTES: ES-20OX (7) ( )( ) (1)� 1) HORNS WILL SOUND A TEMPORAL 3 SIGNALING RHYTHM AS PER NFPA-72/2016. SHEET F ��� CO" l'`J 2) ALL STROBES WILL REMAIN ACTIVE WHEN ALARM IS SILENCED, AND WILL DEACTIVATE TOTAL (STOP FLASHING) WHEN FACP IS RESET. Tr TOTAL (2) 3) ALL FANS MUST SHUT DOWN UPON ACTIVATION OF A FIRE ALARM. ALL FANS WILL (1)RCC RESET FROM AN INDEPENDENT RESTART BUTTON, SEPARATE FROM THE FACP RESET. 4) EXACT PLACEMENT IN ROOM TO BE VERIFIED IN FIELD. 1 OF 2 5) ALL MANUAL PULL STATIONS MUST BE MOUNTED 48" FROM FINISHED FLOOR TO TOP COPYRIGHT 2023 OF DEVICE. (SEE TYPICAL DEVICE DIAGRAM) 6) ALL HORN/STROBE & STROBE DEVICES MUST BE MOUNTED 80" FROM FINISHED FLOOR Catafdo G rasso Architects, PC TO BOTTOM OF DEVICE. (SEE TYPICAL DEVICE DIAGRAM) 120 VAC —GROUND 7) SMOKE DETECTORS MUST BE MOUNTED ON THE CEILING A MINIMUM OF 3'-0" FROM ,�,7:D A ANY AIR REGISTER. (SEE TYPICAL DEVICE DIAGRAM) FIRST FL. FIRST FL. 8) ALL C.O. DETECTORS UPON DETECTION OF C.O. SHALL SOUND A TEMPORAL 4 PATTERN AT THE DETECTOR. ALL EXISTING HVAC SYSTEMS SHALL SHUT DOWN AND THE FIRE ALARM PANEL WILL TRANSMIT A SUPERVISORY SIGNAL TO THE CENTRAL STATION. ' I �7A ONLY HORN STROBES AND STROBES WITH BLUE LIGHTS WILL BE ACTIVATED BY CO DETECTORS. ALL OTHER NOTIFICATION DEVICES WILL NOT GO INTO ALARM. SCALE-:N.T.S. h FIRE ALARM SYMBOL LIST SYMBOL QTY DESCRIPTION MAKE/MODEL FACP 1 FIRE ALARM CONTROL PANEL FIRELITE ES-20OX FAA 1 REMOTE ANNUNCIATOR FIRELITE ANN-80 RCC 1 NEW RADIO/CELL COMMUNICATOR NAPCO STARLINK FIRE LTE I EP N N oS 14 ADDRESSABLE SMOKE DETECTOR FIRELITE SD365 ' OSB 5 ADDRESSABLE SMOKE DETECTOR W/ SOUNDER BASE FIRELITE SD365 / B200SR(A) LIMIT OF ATTIC AREA LIMIT OF ATTIC AREA ® 32 ADDRESSABLE HEAT DETECTOR FIRELITE H365 z°oonas>Buc oKmwoaassra �^ � � ®ABV 2 ADDRESSABLE HEAT DETECTOR ABOVE CEILING FIRELITE H365HT v �' ®SB 2 ADDRESSABLE HEAT DETECTOR W/ SOUNDER BASE FIRELITE H365 / B200SR(A) N p MM,2 mm I STAIR WMM =4G eu,mtTEFIs Cos= SA LE PULL STATIONS "`�'� � o cj. � o 0� 1 ADDRESSABLE MONITOR MODULE FIRELITE MMF-300 n11 N I® 3 MINI MONITOR MODULE FIRELITE MMF-301 FRI 2 NEW ADDRESSABLE RELAY FIRELITE CRF-300 � o - NEW ADDRESSABLE DUCT DETECTOR FIRELITE D 355PL 2 REMOTE INDICATOR LED FIRELITE RA 100Z O CO 3 CONVENTIONAL CO DETECTOR SYSTEM SENSOR CO1224T 115 11 CEILING MOUNT HORN/STROBE SYSTEM SENSOR PC2RL 115 1 WALL MOUNT HORN/STROBE SYSTEM SENSOR P2RL ( )115 3 CEILING MOUNT STROBE SYSTEM SENSOR SCRL 09.22 23OTO FIRE A,15 2 WALL MOUNT STROBE SYSTEM SENSOR SRL MARSHAL 115 1 OUTDOOR HORN/STROBE SYSTEM SENSOR P2RK 09.28.23 TO FIRE wP CRO55 5 C-71 ®N 7HRu 5U I L I NC7 MARSHAL WF 1 SPRINKLER WATER FLOW SWITCH BY OTHERS SGALE:I/8"=I'-o" 11.21.23 REVISED PER TS - SPRINKLER TAMPER SWITCH BY OTHERS FIELD CONDITIONS N.T.S. NOT TO SCALE O.T.M.D. OPEN TO METAL DECK A.F.F. ABOVE FINISHED FLOOR 01.10.24 SHOWED ATTIC AND ADDITIONAL C.T. CEILING TILE • • • • • • • CEILING DETAIL/SOFFIT — — HALF WALL/COUNTER DEVICES 05.30.24 AS-BUILT 06.17.24 REVISED AS PER FM COMMENTS 75 �w W F F SCOTLAND YARD (DS SECURITY INC. FAA 230 Natures Lane EX. 75 O Miller Place, NY 11764 MGR.OFFICE 75 0 Joseph Schorr: ® I ® I® ® I O BATH 7 631-838-6770 I I I I o NYS License #12000258250 O LIMIT OF ATTIC AREA O 75 LUNCH ROOM SB O f7[7 ri BATH 1 w IF MEN'S Ell �75 UL 75 75 BATH Ll CO OSB AB l=J i ® I® ® ® O O RI I I I I H1vQ�Y H-1 F--1 ^� N p STAIR KITCHEN/DINING ® .� RCC — In O1 - 03 F—I ~WO EN'S HVAC ATH CoO EX ATH HVAC RS CO 75WAREHOUSE w w -- - - - - - - F PSSC PULL DOWN ATTIC CCES STAIR ACCESS STAIR EX LOBBY F ATTIC 00 ® STAIR a �75 ® FIRE ALARM PLAN, 75 ® i® ® 75 ® i os ABV SECTION, SYMBOL LIST TRI �75 75 a PROJECT NO: 23082 � i I I I I EX.CONFERENCE ROOM I OSB LABOR FORCE DRAWN BY:: C.G. LIVING QUARTERS Ll _F I I I I 7­1F DATE: 09.17.23 I I I I I __ LIMIT OF ATTIC AREA 0 "'r3 j � SCALE: AS NOTED ® L ® ® ® O ' SHEET OBBY I I I I �w O I S S EXIST.GEN. EXIST. SB F F MGR.OFFICE MGR.OFFICE CLOSET 20F2 a COPYRIGHT 2023 Catafdo GrassoArcfiitects, PC �_ A.13,, r- IR57 FL®® F I ALARM' FLAN 5F-GON1� r-LO®R f I RE ALARM CLAN \ A771 C, � RE ALA i� FLAN r " V 5G4L=: 115 1'-0 SCALE: I/8 =I'-O" SCALE: {� ��o��g�FF01¢�oGy` TOWN OF SOUTHOLD—BUILDING DEPARTMENT y x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy �aoF� Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov /41 Date Received APPLICATION FOR BUILDING PERMIT ® E E 9 19 E For Office Use Only AUG 17 2023 PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety.Incomplete Building Department applications will not be accepted. Where the Applicant is not the owner,an Town of Southold Owner's Authorization form(Page 2)shall be completed. Date:7/26/23 OWNER(S)OF PROPERTY: Name:Norman Keil SCTM#1000-120.00-03.00-011.014 Project Address:5645 Aldrich Lane, Mattituck NY 11952 Phone#:631-584-6330 Email:norman normankeilnurseries.com Mailing Address:38A Fifty Acre Road, St. James NY 11780 CONTACT PERSON: Name:Brian Klindworth Mailing Address 630-1 Broadway Ave,.Holbrook NY 11741 Phone#:631-682-6641 Email:Brian.Kli_ndworth@wmfps.us DESIGN PROFESSIONAL INFORMATION: Name:Hank Munier Mailing Address:50 Broadway_, Hawthorne NY 10532 Phone#:914-403-4327 Email:Hank.Munier@wmfps.us CONTRACTOR-INFORMATION: _ Name:W&M Fire Protection Services Mailing Address:630-1 Broadway Ave, Holbrook NY 11741 Phone#:6317472-4500 Email:Brian.Klindworth@wmfp. .us. 'DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Fire Sprinkler Addition $16,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? RYes ONO 1 PROPERTY INFORMATION Existing use of property:NUrsery/Office Intended use of property:NUrserylOffice/Dorm Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property?. ❑Yes ®No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided 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,Ordinances or Regulations,for the construction of buildings, Additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print me):Brian dworth BAuthorized Agent Downer Signature of Applicant: Date: 7/26/23 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Brian Klindworth being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the W&M Fire Protection Services (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 meth' �, ICJ �►"tP day of GL. , 20 �✓� at-�.c�s� �.C�--- Notary Public COREEN M CAMAFICO PROPERTY OWNER AUTHORIZATIOWTARY'PUBt_IC-STATE OF NEW 1OAK (Where the applicant is not the owner) No.01,CA640811fi Qualified in Stiffolk,County n ,/��My�Comm�ission Expires,09-2a-202A residing at 38T� T�CX2 (—Cod do hereby authorize V" ` i'���1�� dY� �tt�apply on my, If to the Town of So h d Bui ing Department for approval as describ d herein. Owner's Signaturd Date Print Owner's Name 2 souryO� � / � r O l zO _ �r 13 - - - - — --- -- # # TOWN OF SOUTHOL�D�t IWING DEPT. 631-765-1802 'Z INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PbBQ-: rye [ ] 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/OO. /[ ] RENTAL REMARKS: 02� �,S.e_ gZ49 5 c �1 IeSSu�-e I z v�SS DATE � INSPECTOR SOUT,yO # * TOWN OF S UTHOLD BUILDING DEPT. courm, ' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING p"INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE ARKS: N `S Ir /os �rr-- 2 DATE � INSPECTORd *OFSOUTyO� # # TOWN OF SOUTHOLD BUILDING -DEPT. co��m� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING J[ OINAL [ ] FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION .:[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL- . REMARKS: Spc,v? kA_f-S o CIS �v,1� dl -s DATE ✓z Z 'INSPECTOR ^ Page 1 of 1 ' 7 DATE(MM/DDIYYYY) ACC>R V CERTIFICATE OF LIABILITY INSURANCE 07/26/2023 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 1 CONTACT Willis Towers Watson Certificate Center NAME: Willis Towers Watson Midwest, Inc. c/o 26 Century Blvd A/CN No. Ext: 1-877-945-7378 aC No: 1-888-467-2378 E-MAIL cm P.O. Box 305191 ADDRESS: ertificates@willis.co Nashville, TN 372305191 USA INSURERS AFFORDING COVERAGE NAIC# INSURER A: Zurich American Insurance Company 16535 INSURED INSURER B: W S M Sprinkler-NYC, LLC dba W 6 M Fire Protection Services 630 Broadway Avenue INSURER C: unit 1 INSURER D: Holbrook, NY 11741 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER:W29724152 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 POLICY EFF POLICY EXP LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MMIDDNYYY MM DDIYYYY LIMITS LTR X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 2,000,000 CLAIMS-MADE �OCCUR PREMISES Ea occurrence) S 2,000,000 A X Contractual Liability MED EXP(Any one person) S 10,000 GLO 8902940-03 12/31/2022 12/31/2023 PERSONAL&ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 4,000,000 X POLICY X PRO- JECT [7X LOC PRODUCTS-COMP/OP AGG S 4,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S 5,000,000 Ea accident _ X ANY AUTO BODILY INJURY(Per person) S A OWNED SCHEDULED BAP 8488453-03 12/31/2022 12/31/2023 BODILY INJURY(Per accident) S AUTOS ONLY AUTOS X HIRED X NON-OWNED PROPERTY DAMAGE S AUTOS ONLY AUTOS ONLY Per accident S UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE S DED I I RETENTIONS S WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER A ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT S 5,000,000 OFFICER/M EMBER EXCLUDED? No NIA WC 8902941-03 12/31/2022 12/31/2023 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 5,000,000 If yes,describe under 5,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Project Address: 5645 Aldrich Lane. Mattituck NY 11952 SCTM# 1000-120.00-03.00-011.014 Stop Gap Employers Liability for the Monopolistic States of North Dakota, Ohio, Washington and Wyoming is provided under Workers' Compensation policy, however, Statutory coverage for the Monopolistic states is not. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Southold Town Hall Annex 54375 Main Road AUTHORIZED REPRESENTATIVE P.O. Box 1179 �yf�,r,�� Southold, NY 11971 ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD SR ID: 24467525 BATCH: 3067118 f 1 i , i Suffolk County Dept.of , Labor,Licensing&Consumer.Affairs- RESTRICTED PLUMBING Name r P ' 6 BRIAN KLINDWORTH Business Name 'This-certifies that the W g M Sprinkler-NYC,LLC DBA ;nearer is duty licensed P�y the County of suffolk j License Number:RP-60082 Rosalie Drago Issued: 04/25/2018 Commissioner Expires: 04/01/2024 i 50 Broadway I Bassett Ave. 63 Broadway Ave. W&M Fire Protection Services Hawthorne,NY/0532 Bronx,NY/046/ Holbrook, ook,NY 11741 SPRINKLER - ALARM • SPECIAL HAZARDS Phone:914-741-2222 Phone:718-409-5616 Phone:631-472-4500 CATALOG CUTS Date:7/24/23 Re:Norman Keil Nursery Address: 5645 Aldrich Lane,Mattituck,NY WM Job#: 1 054-003 1 8 1 1 TABLE OF CONTENTS Section#1 Sprinkler Heads: • Reliable Model RFC Concealed Automatic Sprinkler Section 42 Pipe: • Uponor product catalog Section 43 Pump&Tank System: • Model H2H425-E03 Tank&Pump System with control panel and alarm Emile H.Munier•117 NYC Licensed Fire Suppression Contractor#142 Class B Sarni C.Khoueiri NYC Licensed Fire Suppression Contractor#948 Class B Ben Barton NYC Licensed Fire Suppression Contractor#1047 Class B Bulletin 006 January 2020 Rellmabld Model RFC Series Residential Sprinklers Flat Concealed Pendent cULus Listed Features • cULus Listed as Residential Sprinklers • Push-On cover plate installation • Low water flow requirements `* Product Description I i_ Model RFC Series residential sprinklers are flat cover plate, concealed pendent sprinklers intended for installation in Model RFC &RFC30LL odel RFC43&RFC43LL accordance with NFPA 13, NFPA 13R, or NFPA 13D. The sprinklers are cULus Listed as Residential Sprinklers in ac- cordance with UL 1626. In addition, Model RFCLL Series sprinklers are cULus Certified for Health Effects to NSF/ANSI = ,fir-_ =' , standard 61 Annex G LL and Australian WaterMark Certified .` (WMCS). �u Model RFC30 sprinklers have a 165°F (74°C) temperature rated fusible-link operating element. Model RFC43, RFC49, RFC58, and RFC76 sprinklers are offered with either a 1650F (74°C) or 212°F (100°C) temperature rated fusible-link oper- ating element. Sprinklers with a 165°F (74°C) temperature Model RFC49&RFC49LL Model RFC58 rating are ordinary temperature classification and are listed for use with a 1350F (57°C) temperature rated cover plate. Sprinklers with a 212OF(100°C)temperature rating are inter- mediate temperature classification and are listed for use with � p _ a 1650F(74°C)temperature rated cover plate. Model RFC Series sprinklers are installed with a Model RFC --- " or Model G5 Cover Plate. Model G5 Cover Plates may be 7r' installed by either pushing or threading the cover plate into the sprinkler cup.Model RFC30,RFC30LL,RFC43,RFC43LL, RFC49 and RFC49LL sprinklers allow 1/2" (13 mm) of cover plate adjustment. Model RFC58 and RFC76 sprinklers allow 3/4" (19 mm) of cover plate adjustment. Model RFC and G5 Model RFC76 Model RFC&G5 Cover Plate Cover Plates are available in a variety of finishes as listed in Table H. Nominal K-Factor Max.Coverage Area Listings& Sprinkler Identification Sprinkler Model gpm/psi"2(1/min/bar'/2) ft x ft(m x m) Approvals Number(SIN) RFC30 3.0(43) 14 x 14(4.3 x 4.3) cULus RA0611 RFC30LL 3.0(43) 14 x 14(4.3 x 4.3) cULus, LL,WMCS RA3211 RFC43 4.3 (62) 20 x 20(6.1 x 61) cULus RA0612 RFC43LL 4.3 (62) 20 x 20(6.1 x 6.1) cULus, LL,WMCS RA3212 RFC49 4.9(71) 20 x 20(6.1 x 6.1) cULus RA0616 RFC49LL 4.9(71) 20 x 20(6.1 x 6.1) cULus, LL,WMCS RA3216 RFC58 5.8(84) 20 x 20(6.1 x 6.1) cULus RA0613 RFC76 7.6(109) 20 x 20(6.1 x 6,1) cULus RA0618 cULus:cULus Listed to UL1626,Residential Sprinklers for Fire Protection Service. LL:cULus Certified for Health Effects to NSF/ANSI Standard 61 Annex G(Less than 0.25%Lead content). WMCS:Australian WaterMark Certified. www.reliablesprinkler.com Model • & RFC49LL Residential Sprinklers RFC49: 1. . r • SINRA3216 Technical Specifications Sensitivity Style:Flat Concealed Pendent Fast-response �. a Threads:1/2"NPT or ISO 7-1R1/2 f` gLL 141 " j� Nominal K-Factor:4.9(71 metric) Temperature Rating Max.Working Pressure:175 psi(12 bar) Ordinary: Min.Spacing:8 ft.(2.4 m) 165°F(74°C)sprinkler 135°F(57°C)cover plate Material Specifications Intermediate: Thermal Sensor:Nickel Alloy Solder Link 212°F(100°C)sprinkler Sprinkler Body:Brass Alloy 165°F(74°C)cover plate Levers:Bronze Alloy Yoke:Brass Alloy Cover Plate Sealing Assembly:Nickel Alloy with PTFE Model G5 Cover Plate Load Screw:Bronze Alloy Towers:Copper Alloy Sprinkler Wrench Pins:Stainless Steel Model FC(without wrench-able cap) $ c Deflector:Bronze Alloy Model W3(with wrench-able cap) Bottom View Cup:Steel Listings and Approvals Cover Plate Finishes cULus Listed to UL 1626 (See Table H) cULus Certified for Health Effects to NSF/ANSI Standard 61 Annex G(RFC49LL only) Watermark Certified RFC49LL only) Model RFC49&RFC49LL Sprinkler Components and Dimensions 2-5/16"(58 mm) Threads Dia, Body Cup Tower 1-3/4"(44 mm)+/ 1/4"(6 mm) Fusible Link Nominal face of fitting to ceiling Deflector(retracted) 3/16"(5 mm) Pin(extended) Deflector(extended) Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model RFC49&RFC49LL Sprinkler Hydraulic Design Criteria ■ Minimum Flow and Residual Pressure M Max.Coverage Area t2i Ordinary Temperature Intermediate Temperature ft.x ft. Flow Pressure Flow Pressure (m x m) gpm psi gpm psi (1/min) (bar) (1/min) (bar) 16 is 16 13 7.0 13 7.0 (4,9 x 4.9) (49.0) (0.48) (49.0) (0.48) 18 x 18 17 12.0 17 12.0 (5.5 x 5.5) (64.3) (0.83) (64.3) (0.83) 20 x 20 20 16.7 21 18.4 (6.1 x6.1) (75.7) (1.15) (79.5) (1.27) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of: (1)the flow listed in Table D above and(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin 006 Reliable Page 4 of 8 January 2020 www.reliablesprinkler.com Cotter Plate Finishes(' Standard Finishes Special Application Finishes White Polyester Off White Paint Black Paint Raw Brass Chrome Plated Bright Brass Finished Bronze Black Plated 7 Satin Chrome Stainless Steel Clad(3) Custom Color Paint(2) Notes: 1. Paint or any other coating applied over the factory finish will void all approvals and warranties. 2. Custom color paint is semi-gloss,unless specified otherwise. 3. Stainless steel clad cover plates are Type 316 Stainless Steel on the finished side and C102 Copper Allow on the backside.Cover plates are not listed or approved as corrosion resistant. Installation Dimensions _ Recommended Min.to Min.to Max. Sprinkler Cover Cover Plate Hole Diameter Cover Plate Max. Face Dropped Deflector Cover Plate Plate Diameter Adjustment of Fitting to Distance below Temperature Model Model inch(mm) in Ceiling inch (mm) Ceiling(' Ceiling Rating inch(mm) inch (mm) inch (mm) RFC30, RFC or 3-5/16 2-5/8 1/2 1-1/2 to 2 1/2 to 1 1350F RFC30LL G5 (84) (67) (13) (38 to 51) (13 to 25) (57°C) RFC43, 1350F(2) RFC43LL, RFC or 3-5/16 2-5/8 1/2 1-1/2 to 2 1/2 to 1 (57°C) RFC49, G5 (84) (67) (13) (38 to 51) (13 to 25) or 165°F(3) RFC49LL (74°C) 1350F(2) RFC58, RFC or 3-5/16 2-5/8 3/4 1-1/2 to 2-1/4 1/4 to 1 (57°C) RFC76 G5 (84) (67) (19) (38 to 57) (6 to 25) or 165°F(3) (74°C) Notes: 1. Face of fitting to ceiling dimensions are based on a 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 where necessary for replacement of existing sprinklers. 2. For use with 1650F(74°C)temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 100°F(38°C). 3. For use with 212°F(100°C)temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 150°F(66°C). Installation Model RFC series sprinklers are intended to be installed in Do not exceed the maximum recommended torque. Exceeding accordance with NFPA 13,NFPA 13R,or NFPA 13D,as well as the maximum recommended torque may cause leakage or the requirements of applicable authorities having jurisdiction. impairment of the sprinkler.Use care when inserting or removing Model RFC series sprinklers must not be installed in ceilings with the wrench from the sprinkler to avoid damage to the sprinkler. positive pressure in the space above. Ensure that the 4 slots in the cup are open and unobstructed following installation. Model Install the cover plate by hand by pushing the cover plate into the RFC series sprinklers are shipped with a wrench-able protective cup and turning the cover in the clockwise direction until it is tight cap that should remain on the sprinkler until the sprinkler system against the ceiling. is placed in service following construction. Model RFC series sprinklers can be installed without removing Application the wrench-able protective cap using the Model W3 wrench. Model RFC series sprinklers are intended for installation where Alternatively,Model RFC series sprinklers can be installed using residential sprinklers are permitted or required by NFPA 13, the Model FC wrench by temporarily removing the protective cap NFPA 13R, and NFPA 13D.The sprinklers are concealed during installation of the sprinkler.The use of any other wrench to pendent residential sprinklers. installed Model RFC series sprinklers is not permitted and may damage the sprinkler.Fully insert the Model W3 wrench over Model RFC 30 and RFC30LL sprinklers are available in the cap until it reaches the bottom of the cup,or the Model FC ordinary temperature classification for installation where wrench over the sprinkler until the wrench engages the body. the Maximum Ceiling Temperature does not exceed 100°F Do not wrench any other part of the sprinkler/cup assembly.The (380C). Model RFC43, RFC43LL, RFC49, RFC49LL, RFC58, Model W3 and FC wrenches are designed to be turned with a and RFC76 sprinklers are available in either ordinary or standard 1/2"square drive.Tighten the sprinkler into the fitting intermediate temperature classification for installation where after applying a PTFE based thread sealant to the sprinkler's the Maximum Ceiling Temperature does not exceed 100OF threads, Recommended installation torque is 8 to 18 ft-Ibs(11 (38°C)or 150°F(66°C), respectively. to 24 N-m)for 1/2"thread sprinklers and 14 to 20 ft-Ibs(19 to 27 N-m)for 3/4"thread sprinklers, Bulletin 006 Reliable Page 7 of 8 January 2020 www.reliablesprinkler.com Model FC Model W3 For use with Model RFC Series sprinklers For use with Model RFC Series sprinklers without wrench-able cap installed with wrench-able cap installed Maintenance Guarantee Model RFC series sprinklers should be inspected and the For the Reliable Automatic Sprinkler Co., Inc. guarantee,terms, sprinkler system maintained in accordance with NFPA 25. Do and conditions,visit www.reliablesprinkler.com. not clean sprinklers with soap and water,ammonia or any other cleaning fluids. Remove dust by gentle vacuuming. Replace patents any sprinkler cover plate assembly which has been painted (other than factory applied)or damaged in any way. A stock of Model RFC30, RFC30LL, RFC43, RFC43LL, RFC49, RFC49LL, spare sprinklers should be maintained to allow quick replace- RFC58, and RFC76 sprinklers are covered by U.S. Patent No. ment of damaged or operated sprinklers. Prior to installation, 9,248,327 and U.S. Patent No. 7,275,603. sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to Model RFC30, RFC30LL, RFC43 and RFC43LL sprinklers are sprinklers that would cause improper operation or non-oper- additionally covered by U.S, Patent No. 8,776,903. ation. Listings and Approvals Ordering Information Listed by Underwriters Laboratories, Inc. and UL Certified for Specify the following when ordering. Canada to UL1626, Residential Sprinklers for Fire-protection Service(cULus). Sprinkler • Model (RFC30, RFC30LL, RFC43, RFC43LL, Certified by Underwriters Laboratories, Inc, and Underwrit- RFC49, RFC49LL, RFC58, RFC76) ers Laboratories of Canada for Health Effects to NSF/ANSI • Temperature Rating Standard 61 Annex G (LL) (RFC30LL, RFC43LL, and RFC49LL Cover Plate only). • Model RFC or G5 • Temperature Rating Australian WaterMark Certified (RFC30LL, RFC43LL, and • Finish (See Table H) RFC49LL only). Sprinkler Wrench • Model FC • Model W3 z V O N O Bulletin 006 Reliable Page 8 of 8 January 2020 www.reliablesprinkler.com d ' nolf/ i t Sy 1�.{ �' t P sue' !• h , j i., 4 4. q i PRODUCT CATALOG MMMH IFMa T �IIM 41 91t09■!RyiIFra —.~ ���yMr�v � '✓��� �1. I�il_19OI t" �3� '"^'.• OGA1 ,,, III1 �y t { i4T ._ -.,,e __ `" C���•!_-Wes'---. � Po ,�,tf '[ •� } �'} [) � 91! �' ' Ifi R7. �'�� IMP - �ILeit541 III rywta.� !y I I ••-,d"� t 1 I,( - �, ,1•S_ i� '' 4= I'}=T;mt'`SI lye h '�.Y i�l�) ��✓' r 1 WL L j"f ��-Ili.i! ~j, \'t, N, �c ' �< k t _ _ er f, PEX plumbing Fire safety Hydronic piping Radiant heating and cooling Pre-insulated piping a A z Weber Hill Villas Eureka, MO Project.highlights: • 24 attached and detached single-family home development • LEED®and Energy Star®certified and ADA compliant • Contractor and developer: Dale Hicks and Associates, LLC Project data: Multipurpose plumbing and fire sprinkler system .µ..�' • 'h to 1'/z Uponor AquaPEX pipe * ProPEX EP fittings and multiport tees. y,. To learn more about this project, visit uponorpro.com/casestudies. 0 , 't r 6! 1 1 Residential fire sprinkler systems Residential fire sprinkler systems Uponor AquaPEX tubing Uponor AquaPEX white tubing is approved for use in AquaSAFE residential fire safety systems. Uponor AquaPEX tubing is manufactured and listed to ASTM F876 and F877 and CSA B137.5,certified to NSF Standards 14 and 61 and listed by the Hydrostatic Stress Board of PPI at 200OF at 80psi, 180°F at 100psi and 73.4°F at 160psi.UponorAquaPEX tubing(shown below)is also listed to UL 1821 and ULC/ORD-C199P and carries an additional rating of 120OF at 130psi. UponorAquaPEX white tubing is marked with the PEX 5106 designation as required by the most recent edition of ASTM F876-15a, indicating it exceeds ASTM F876 chlorine-resistance requirements for continuous-recirculation systems operating up to 140OF while also affording a one-month UV-resistance level.Additionally,'/<", 1"and 1'/"tubing is listed to UL 1821 and ULC/ORD-Cl99P for use in residential fire sprinkler systems. Uponor AquaPEX white coils Part description F1040750 %"UponorAquaPEX White,100-ft.coil 22 — -- 4F1060750 1;YV UponorAquaPEX White,300-ft.coil 9 F1100750 Y4"UponorAquaPEX White,500-ft.coil 8 - - - F1041000.1 1' UponorAquaPEX White, 100-ft.coil 12 F1061000 1"UponorAquaPEX White,300-ft.coil 5 ,i / - C 1101000 !1"UponorAquaPEX White,500-ft.coil �' - 6 —`- F1061250 1'/a"UponorAquaPEX White,100-ft.coil — 7 F1021250 1'/a"UponorAquaPEX White,300-ft.coil 2 Uponor AquaPEX white straight lengths F1s® Y4"UponorAquaPEX White,20-ft.straight length,300 ft.(15 per bundle) F1921000 ,1"UponorAquaPEX White,20-ft.straight length,200 ft.(10 per bundle) F1921250 1'/a"UponorAquaPEX White,20-ft.straight length,100-ft.(5 per bundle) Residential fire sprinkler systems ProPEX rings are required to make a proper ProPEX connection.The 1/4", 1"and 1 V4"rings are ProPEX rings listed to UL 1821 and ULC/ORD-Cl99P for use in residential fire sprinkler systems. Q4690756 ProPEX Ring with Stop,%" 50 Q4691000 ProPEX Ring with Stop,1" (# 50 Q4691250 ProPEX Ring with Stop,1'/4" 10 - Looped sprinkler adapters ProPEX LF brass fire sprinkler adapters connect residential fire sprinklers to Uponor AquaPEX ProPEX LF brass fire tubing.Made of lead-free*brass with ProPEX outlets,the adapter is NSF-and UL-approved for sprinkler adapters combined plumbing and fire sprinkler systems. Note: Installation requires one Fire Sprinkler Adapter Mounting Bracket(A7750700)and one Push- on Nut(F7000005)for each LF brass fire sprinkler adapter.Mount the bracket using#10 x 1 Y? screws(F7001500)or equivalent.ProPEX tool is required.ProPEX rings sold separately.Listed to UL 1821 and ULC/ORD-Cl99P for use in residential fire sprinkler systems. Part description I ProPEX LF Brass Fire Sprinkler Adapter Tee, LF7707575* W PEX x W PEX x MY'FNPT 5 ProPEX LF Brass Fire Sprinkler Adapter Tee, LF7701010* 11 5 1-"-PEX x 1"PEX x%z"FNPT LF7717550* ProPEX LF Brass Fire Sprinkler Adapter Elbow,W PEX x%"FNPT 5 LF7711050 „ ProPEX LF Brass Fire Sprinkler Adapter Elbow, 1"PEX x/z FNPT 5 1 A7750700 Fire Sprinkler Adapter Mounting Bracket,3/"and 1" 5 F7001500 ;Screws,#10 x 1'/z",Pan Head,Full Thread,100/pkg. 1 r F7000005 Fire Sprinkler Adapter Push-on Nut,'25/pkg. 1 *Per NSF Annex G,lead-free products contain no more than 0.25%weighted average lead content !'_ on wetted surfaces. { - V cxu.> Gam' . T Residential fire sprinkler systems Residential fire sprinklers Concealed sprinklers Concealed sprinklers thread onto Uponor's fire sprinkler adapter fittings.All sprinklers come complete with a plastic protective cap and cup.Sprinklers are NSF-and UL-approved for combined plumbing and fire sprinkler systems.Sprinklers designated LF are also NSF Annex G compliant. Note: Concealed cover plates for LF74970FC sold separately.Concealed cover plates are included with LF74971 FW. Do not store sprinkler assemblies where the ambient temperature will exceed 100°F.Special sprinkler wrenches are required to assemble sprinkler and adapter. Part description LF74970FC LF RC-RES(162F)Flat Concealed Sprinkler 4.9 50 LF RC-RES(175F)Flat Concealed Sprinkler + LF74971FW* f' 4.9 j! 5 White Cover Plate — -- - ----------- — —-�'_--�' --— *Use 175T sprinklers where the maximum ambient ceiling temperatures are between 101 T and 150T. Recessed pendent sprinklers Recessed pendent sprinklers thread onto Uponor's fire sprinkler adapter fittings.Sprinklers are NSF-and UL-approved for combined plumbing and fire sprinkler systems. x Note:Protective plastic caps,escutcheons and tension collars sold separately.Do not store sprinklers where the ambient temperature will exceed 100°F.Sprinkler wrench required to assemble sprinkler and adapter. ! ;�3 SI Part description LF73000WH LF Recessed Pendent Sprinkler, 155F,3.0 K-factor,White 3.0 5 LF73001 WH* ,LF Recessed Pendent Sprinkler,175F,3.0 K-factor,White LF74900WH LF Recessed Pendent Sprinkler, 155F,4.9 K-factor,White 4.9 5 SY • : - F LF74901 WH* !LF Recessed Pendent Sprinkler, 175F,4.9 K-factor,White hl 4 9 5 ) --�L--- ------' JG__:a.1� _j *Use 175°F sprinklers where the maximum ambient ceiling temperatures are between 101°F and 150T. Horizontal sidewall Horizontal sidewall sprinklers thread onto Uponor's fire sprinkler adapter fittings.Sprinklers are sprinklers NSF-and UL-approved for combined plumbing and fire sprinkler systems.Sprinklers designated LF are also NSF Annex G compliant. A~� Note:Protective plastic caps,escutcheons and covers sold separately.Do not store sprinkler 9 assemblies where the ambient temperature will exceed 100°F.Recessed sprinkler wrench required to assemble sprinkler and adapter. :�D77 Part , # description LF74300HW LF Recessed Horizontal Sidewall Sprinkler, 155F, 4.2 5 4.2 K-factor,White LF Recessed Horizontal Sidewall Sprinkler,175F, -, - LF74301HW* 4.2 II 5 4.2 K-factor,White I n #j•tiu LF74000HS LF Flat Concealed Horizontal Sidewall Sprinkler, 165F, 4.0 5 4 4.0 K-factor Use 175OF sprinklers where the maximum ambient ceiling temperatures are between 101 T and 1507. Residential fire sprinkler systems Sprinkler cabinets This three-sprinkler cabinet allows installers to leave spare sprinklers in the home. Sprinkler cabinets Note: Ensure extra sprinklers of each type used in the home are purchased separately and included in the cabinet. Part des.cription Q7503000 Sprinkler Cabinet without Sprinklers 1 Sprinkler accessories Concealed flat cover plates easily slide onto flat concealed sprinklers for a finished appearance. Concealed flat cover plates The flat cover plate completely hides the sprinkler from view.All cover plates detach from the sprinkler assembly when temperatures reach 135°F to 1407. Note:Do not store cover plates in areas where the ambient temperature will exceed 100°F.Cover plates must be used with LF RC-RES concealed sprinklers and LF concealed horizontal sidewall sprinklers. Part description Q70640HW' Concealed Flat Cover Plate for HSW,White,(HSW style only) 5 Q70749WH Concealed at Cover Plate for 162E LF RC-RES Sprinkler,White, Residential fire sprinkler systems Recessed escutcheons Recessed escutcheons provide a finished appearance.They come complete with a tension collar and are available in white. Part description Q71850LW Two-piece Recessed Escutcheon for LF Recessed Pendent and 5 LF Recessed HSW,White Concealed sprinkler Concealed sprinkler wrenches quickly and easily allow access to service concealed sprinklers. wrenches Part description Q7500700 Sprinkler Socket for LF RC-RES Sprinklers,LF74970FC and LF74971 FW 1 Q7500430 Sprinkler Wrench,LF Flat Concealed Horizontal Sidewall 1 Recessed sprinkler Recessed sprinkler wrenches quickly and easily allow access to service LF recessed pendent and wrenches LF recessed horizontal sidewall sprinklers. Part description Q7500400 , Sprinkler Wrench,LF Recessed Pendent 1 Q7500410 'Sprinkler Wrench,LF Recessed Horizontal Sidewall i 1 o ..i., e _ `�w°�", ,:'o o eo o a o s _ o•�'G° o.o ou,u� e :AA Residential fire sprinkler systems ProPEX fittings ProPEX EP couplings make PEX-to-PEX connections. ProPEX couplings Note:ProPEX tool is required.ProPEX rings sold separately.Listed to UL 1821 and ULC/ORD-Cl99R " Part description Q4777575 . ProPEX EP Coupling,%"PEX x%"PEX 25 Q4777510 ProPEX EP Coupling,YV PEX x 1"PEX i 25 Q4771010 ProPEX EP Coupling, 1"PEX x 1"PEX 10 94771307 ProPEX EP Coupling,1'/4"PEX x 3/"PEX 1 Q4771310 ProPEX EP Coupling, 1'/<"PEX x 1"PEX 1 j Q4771313 1i ProPEX EP Coupling, 1'/a"PEX x 1'/a"PEX ProPEX EP elbows make tight 90-degree connections for UponorAquaPEX tubing. ProPEX elbows Note:ProPEX Tool is required.ProPEX Rings sold separately.Listed to UL 1821 and ULC/ORD-C199P. Part description Q4760750 ProPEX EP Elbow,%"PEX x Y44"PEX 25 Q4761000��ProPEX EP Elbow, 1"PEX x 1"PEX �' 10 , Q4761250 ProPEX EP Elbow, 1'/4"PEX x 1'/a"PEX 1 ProPEX EP tees make diverting connections for UponorAquaPEX tubing.Branch size is listed last ProPEX tees in the part description. Note: ProPEX Tool is required.ProPEX Rings sold separately.Listed to UL 1821 and ULC/ORD-C199P. Part description Q4757575 ProPEX EP Tee,Y44"PEX x 3/4"PEX x%"PEX 25 !64751010 L Prq f E EP Tee,1"PEX x 1"PEX x 1"PEX 10 Q4751313 ProPEX EP Tee, 1'/4"PEX x 1'/4"PEX x 1'/4"PEX 1 MO 8 ', = Residential fire sprinkler systems ProPEX reducing tees ProPEX EP reducing tees make diverting connections for UponorAquaPEX tubing.Branch size is listed last in the part description. 0!111Note:ProPEX tool is required.ProPEX rings sold separately.Listed to UL 1821 and ULC/ORD-C199P. 0 Part description -I Q4757557 ProPEX EP Reducing Tee,Y44"PEX x'/z"PEX x W PEX 25 -_-.---5 .,..—_- .__-----,__.-_-___-_._._-E__...__--_-- 1, 2 -- l Q475750 ji ProPEX EP Reducing Tee,3/4<"PEX x 3/a"PEX x Yz"PEX � � - �'- 25 � Q4757710 ProPEX EP Reducing Tee,%"PEX x%"PEX x 1"PEX 10 5 Q4751775,'ProPEX EP'Reducing Tee, 1°PEX x%"PEX x Y44"PEX �' 10 Q4751751 ProPEX EP Reducing Tee, 1"PEX x%"PEX x 1"PEX 10 - Q4751150�;ProPEX EP Reducing Tee,1"PEX x 1"PEX x'/z"PEX it 10—j - ---- - - _�_ --- Q4751175 ProPEX EP Reducing Tee,1"PEX x 1"PEX x%"PEX 10 Q4751 Reducing 317 ProPEX EP -• �--- -- g Tee",1'/a"PEX x 1"PEX x W PEX Q4751311 ProPEX EP Reducing Tee, 1'/4"PEX x 1"PEX x 1"PEX 1 Q4751350 ProPEX EP Reducing Tee,1'/4"PEX x 1'/4"PEX x Y?PEX 1 1 Q4751337 ProPEX EP Reducing Tee,1'/4"PEX x 1%"PEX x Y4"PEX 1 Q4751331 ;1 ProPEX EP Reducing Tee,1%"PEX x 1%"PEX x 1 PEX ProPEX EP plugs ProPEX EP plugs permanently or temporarily terminate the end of Uponor PEX tubing. Note:ProPEX Tool is required.ProPEX Rings sold separately.Listed to UL 1821 and ULC/ORD-C199P. Part description Q4350750 ProPEX EP Plug for%"PEX 25 -4351000 1 ProPEX EP Plug for 1"PEX l( 10 Q4351250 ProPEX EP Plug for 1'/4"'PEX 1 ProPEX adapters ProPEX LF brass male ProPEX LF brass male threaded adapters connect UponorAquaPEX tubing to male NPT threads threaded adapters and are intended as transition fittings from metal to PEX. Note: ProPEX tool is required.ProPEX Rings sold separately.Listed to UL 1821 and ULC/ORD-C199P. Part description LF4527575 ProPEX LF Brass Male Threaded Adapter,W PEX x W NPT 25 - t - ---------- i LF4521010 ProPEX LF Brass Male Threaded Adapter,1"PEX x 1"NPT j 10 LF4521313 ProPEX LF Brass Male Threaded Adapter, 1'/4"PEX x 1'/4"NPT 1 Residential fire sprinkler systems ProPEX LF brass female threaded adapters connect UponorAquaPEX tubing to female NPT ProPEX LF brass female threads and are intended as transition fittings from metal to PEX. threaded adapters Note:ProPEX tool is required.ProPEX rings sold separately.Listed to UL 1821 and ULC/ORD-C199R f ® Part description LF4577575 ProPEX LF Brass Female Threaded Adapter,Y4"PEX x 3/a"NPT 25 j LF4571010 ProPEX LF Brass Female Threaded Adapter, 1"PEX x 1"NPT__ _ 10 LF4571313 ProPEX LF Brass Female Threaded Adapter, 1 Y4"PEX x 1 Y4"NPT — ^1 J p tl ProPEX LF brass sweat adapters transition Uponor AquaPEX tubing to copper pipe. ProPEX LF brass Note:ProPEX tool is required.ProPEX rings sold separately.Listed to UL 1821 and sweat adapters ULC/ORD-C199P. Note:Do not press these adapters.For copper press applications,see page 26 for ProPEX LF brass copper press adapters. x descriptionPart LF4517575 ProPEX LF Brass Sweat Adapter,Y4"PEX x Y4"Copper 25 rLF4511010 ! ProPEX LF Brass Sweat Adapter, 1"PEX x 1"Copper , 10 LF4511313 ProPEX LF Brass Sweat Adapter,V/4"PEX x 1Y4"Copper 1 Water service Targeted for commercial multifamily sub-metering as well as residential whole-home metering,Uponor's ProPEX water service offering is designed for direct connection to water meters sized%"to V. ProPEX EP water meter fittings provide a straight or 90-degree connection to water meters for'/" ProPEX EP water and 1"UponorAquaPEX tubing.They are sold as a kit containing the fitting along with a gasket meter fittings and two swivel nuts(EP nuts for plastic meters and metal nuts for metal meters).Listed to UL 1821 and ULC/ORD-C199P. Part description WS4360750 ProPEX EP Straight Water Meter Fitting,Y4"PEX x 1"NPSM 1 -- WS4361000 t;ProPEX EP Straight Water Meter Fitting, 1"PEX x 1/"NPSM --- --- --' ---- — _ -- ---------- -- ----- ---- --SI__�� WS4360751 ProPEX EP Elbow Water Meter Fitting,W PEX x 1"NPSM 1 WS'661001 ;ProPEX EP Elbow Water Meter Fitting, 1"PEX x I Y44"NPSM I 1 Residential fire sprinkler systems Tools and accessories Refer to the following pages for a full listing of tools and accessories. • Tube uncoilers: page 117 • Tube cutters: pages 117-118 • ProPEX tools and accessories: pages 119-120 • Other tools: page 120 •Tubing supports: pages 121-122 • Fasteners,fastener tools and protectors:pages 123-126 Tubing supports Tubing supports PEX-a pipe supports are made of 23-gauge,galvanized steel and are available in''/z"to 3'/"sizes PEX-a pipe supports for suspended commercial plumbing and hydronic piping applications,enabling extended support spacing.Each package quantity contains 15 support straps(i.e.,three support straps per 9-ft.length). Part description F7040500 '/z"PEX-a Pipe Support,9-ft.length 5 I F7040750 III'/a"PEX-a Pipe Support,9-ft.length 1I v5 F7041000 1"PEX-a Pipe Support,9-ft.length 5 ? F7041250 `:1/"PEX-a Pipe Support,9-ft.length �; 5 F7041500 1'/"PEX-a Pipe Support,9-ft.length 5 F7042000 2"PEX-a Pipe Support,9-ft.length 5 F7042500 2'/z"PEX-a Pipe Support,9-ft.length 5 F7043000 3"PEX Pipe Support,9-ft.length i --��— - 5 1 ._ ___-! F7043500 3'/z"PEX-a Pipe Support,9-ft.length 5 Q7410510 APEX-a Pipe Support Strapping for/",/a"and 1"PEX --!-- ��� 100 Q7411220 PEX-a Pipe Support Strapping for 1'/a",1'/z"and 2"PEX 100 - - ± Q7412540 �PEX-a Pipe Support Strapping for 2'/z",3"and 3'/z".PEX 100 Plastic bend supports(glass-reinforced nylon)provide a rigid,90-degree bend and sleeve for Plastic bend supports W,'/z"and Uponor PEX tubing.The%z"bend support works with PEX wall support brackets (A5750500). Part description A5150375 W Plastic Bend Support 25 A5250500 ,''/z"Plastic Bend Support 25 j A5150750 %"Plastic Bend Support 50 W4: Metal bend supports(zinc-plated)provide a rigid,90-degree bend for W,'/",W and 3/a"Uponor Metal bend supports PEX tubing. Part description A5110375 3/"Metal Bend Support 50 ~` A5110500 ''/i'Metal Bend Support --- - '____�---- _ --~-- L 50 \' ^• A5110625 W Metal Bend Support 50 A5110750 1;3/"Metal Bend Support I -25. J Plastic drop ear bend supports(glass-reinforced nylon)provide a rigid,90-degree bend and Plastic drop ear bend connection-free stub out from a stud wall or floor for 3/"or%'Uponor PEX tubing. supports Part description F5200375 W Plastic Drop Ear Bend Support 25 F5200500 I Y"Plastic Drop Ear Bend Support 25 sa a o o eD0 0 0 o a � oa o e a o oo Tubing supports Metal drop ear bend Metal drop ear bend supports(zinc-plated)provide a rigid,90-degree bend and connection-free supports stub out from a stud wall or floor for W or'/"Uponor PEX tubing. • Part description F5120375 %A"Metal Drop Ear Bend Support 25 --_ ---- ---__ _ ------ F5120500 �%"Metal Drop Ear Bend Support �r_25 PVC bend.supports PVC bend supports provide a rigid,90-degree bend and sleeve for%",'/",W,%"and V Uponor PEX tubing runs exiting a concrete slab. / Part description /f A5500500 %"PVC Elbow for W and V?PEX Bend Support 25 A5500625 1"PVC Elbow for V8"PEX Bend Support 25 A5500750 1'/<"PVC Elbow for%"PEX Bend Support 20 i A5501000 i 1'/"PVC Elbow for V'PEX Bend Support 25 Metal straight-through Metal straight-through supports(zinc-plated)provide rigid straight-through support for'/"Uponor supports PEX tubing as it exits a floor. ijPart description ---- " ' F5140500 %'Metal Straight-through Support 25 PEX wall support brackets PEX wall support brackets provide rigid,straight-through support for'/"or'/"Uponor AquaPEX tubing and'/z"copper stubs.It features fixed,2"on-center spacing,and allows the'/z"Plastic Bend Support(A5250500)to snap into place for%z"Uponor AquaPEX tubing as it exits a wall. Part description A5750500 PEX Wall Support Bracket,'/z"and 1/4" 25 i A5250500, A"Plastic Bend Support 25 _ _ __ _---__.--_---�_,-------_---------------___ __ _j PEX stand-up brackets PEX stand-up brackets are used in residential slab or commercial multi-floor construction.Secure the bracket to the deck form.Then install the%s"PEX tubing in the bracket,either with the%z"PEX r¢ ,� tubing alone or the''/z"PEX tubing sleeved inside a corrugated polyethylene carrier tube.The 1I _ brackets are available in either single-or five-tube configurations. Part description wiol* F5801000 Single-tube PEX Stand-up Bracket for%z"PEX 60 4`�- F5805000 Five-tube PEX Standup Bracket for'/"PEX15 16 ,�}pppp� w.: :' e m o e a p;m:k�r.A�.�*s r�_a.:�,`,',:o,.,��fia's,' e :�;m .. m 'o m m o s m o ..ru3;asa .x.r,,...o.m.-•:o o o o :0 A 0 .:�. Fasteners and fastener tools Fasteners and fastener tools PEX rails secure Uponor PEX tubing products to metal and wood support structures. PEX rails Note:Suitable fastening hardware is required(not included). Part description A5700500 '/z"PEX Rail,6.5 ft. 16 A5700625 I%"PEX Rail,6.5 ft. �s 16 A5700750 '/"PEX Rail,6.5 ft. 16 Protective tubing caps are intended to protect the tubing from debris during the installation phase. Protective tubing caps Easily installed on and removed from the tubing terminations,they are not for permanent application. Note:Do not use for pressure testing. �� Part description F4350500 '/"Protective Tubing Cap 50 j_F43_50625_j V Protective_Tubing Cap F4350750 3/a"Protective Tubing Cap 50 j F43510001'1"Protective Tubing Cap PEX clips provide excellent holding power.The W and'/z"can attach together laterally for tight PEX clips installations.PEX clips attach under the wood subfloor for joist-heating applications.The clips prevent the tubing from coming in direct contact with the subfloor,eliminating the possibility of creating uncomfortable hot spots on the floor above.Drywall screws are commonly used to secure the clips to the wood subfloor. Note:Select a screw length that does not penetrate entirely through the wood subfloor once installed. �M Part description F7060375 . W PEX Clip, 100/pkg. 1 r-----------;----- - _ __- -- __.. __-- I F7051258 j '2"PEX Clip, 100/pkg_ - —� .F7057500 %"PEX Clip, 100/pkg. 1 I F7051001 l"PEX Clip,50/pkg. 1 I Tube talons secure W,'/z",W,3/"and 1"Uponor PEX tubing products.Fasteners are included. Tube talons Part description F7050375 Tube Talon(W PEX),100/pkg. 1 F7050750 ;Tube Talon('/",%" 3/"PEX), 100/pkg~�W Y-- — 1 F7051000 Tube Talon(1"PEX),50/pkg. 1 Fasteners and fastener tools Tube clamps Tube clamps secure VP and Y4"Uponor PEX tubing products. Part description A7250500 Tube Clamp Suspension(%PEX), 100/pkg. 1 A7250750 ;Tube Clamp Suspension(%PEX),50/pkg. 1 •A7350500 Tube Clamp Standard('/z PEX), 100/pkg. 1 t �'A7350750-1�Tube Clamp Standard(Y4 PEX),50/pkg,--— _- - _-- --- 1� Tubing clips / Tubing clips secure'/z'Uponor PEX tubing in shallow installations where tube talons are unsuitable. Part description Q7400500 Plastic Tubing Clip,''/i', 100/pkg. 1 C� Fixing wire twisters Use fixing wire twisters with fixing wire(A7031000). EMPart description E6090005 Fixing Wire Twister 1 Ratchet-style fixing wire Use ratchet-style fixing wire twisters with fixing wire(A7031000). twisters Part description E6091700 Ratchet-style Fixing Wire Twister 1 Fixing wires Specially formulated 6"galvanized steel alloy ties secure Uponor PEX tubing products to wire mesh or rebar.Use with fixing wire twisters(E6090005 or E6091700). /- ' �M Part `/ A7031000 Fixing Wire,,1,000/bundle 1 b•":�c, 0 D' 0 D O D j 0D /"0 4T y. ,. 0 dn" Tin _r 4, 0m NFPA 13D PUMP & TANK SYSTEM Designed & built specifically to meet NFPA 13D requirements, the x4-, H2hOmeTM is everything you need to provide required pressure & ` -` flow to a residential fire sprinkler system in a sleek,all-in-one package. ? As with all of our 13D pump &tank systems,the H2hOmeTM comes -i standard with a stainless steel pump and all non-ferrous components to protect against corrosion and ensure longevity. Additionally, this is the only stand-alone system on the market with an easily removable slide-out pump. Created with contractors in mind, our 29" slim tank can be carried through an typical doorway with reduced weight 9 Y YP Y - when the pump is removed. The H2hOmeT11' also includes a riser manifold kit making installation even easier. A control panel can be added with indicator lights, alarm functionality and a simple ; "push-to-test" button. The H2hOmeTM is quite simply the most efficient, reliable and easiest to install pump & tank system available-backed by the best customer service&technical support in the fire sprinkler industry. 0 All-In-One Unit With Small Footprint 0 Designed & Built For Fast Installation O 29" Wide/425 Gallon Narrow Water Tank 0 Riser Manifold Kit Included ® Removable Stainless Steel Pump 0 Advanced Control Panel (Optional) 0 All Non Ferrous Components 0 Lifetime Customer Service & Tech Support Pump Motor Tank Size Dimensions (in) Model --- HP PH HZ Volts Amp Draw (gal) L W H H2H425-E01 3/ Single 60 240 5.2 425 68 29 76 H2H425-E03 1'/2 Single 60 240 9.1 425 68 29 76 H2H425-A04 2 Single 60 240 11.2 425 68 29 76 H2H425-A06 3 Single 60 240 12.8 425 68 29 76 Optional Accessories: 68.00 29.00 Control Panel: The optional control panel puts the functionality of the H2hOmeTm at your fingertips. Visual displays for the unit's status are present as well as a simple push-button to test the functionality of the pump. 75.62 Alarm: The horn/strobe will alert in the event of system activation.Includes a :_ .. 30'power cord and can be wall mounted anywhere in the home. System must include the control panel for alarm function. * -_:a w — —ampm huh®rvae.us I generalairpr®ducts.c®m ** - AIR PRODUCTS 800-345_8207 TM IL NFPA 13D PUMP & TANK SYSTEM Bulkhead c Bulkhead For Fill For Overflow �� --�� With Float Valve Bulkhead ; fir' Q ��r, Advanced Control 7j, & Test line ': ""°"""°'""""" Panel(Optional) 29"Wide/425 Gallon j Narrow Water Tank Riser Manifold Water Delivery ? Discharge Pressure Gauge Check Valve �!S. Industrial Duty Pressure Switch ``r` r Discharge Shut-Off Valve Removable Stainless Steel Pump System Drain Suction ,,, � Shut-Off Valve µ^ Tank Drain „� Qr. H2H425-E01 Performance H2H425-E03 Performance GPM 20 25 30 35 GPM 20 25 30 35 PSI 26 24 20 18 1 PSI 48 46 39 34 H2H425-A04 Performance GPM 0 20 25 30 35 40 45 50 55 PSI 61 57 54 52 50 46 43 39 37 1­12H425-A06 Performance ' GPM 0 20 25 30 35 40 45 50 55 60 PSI 72 67 65 63 60 58 55 51 48 45 * _�_=Arw = = h2homeeus O generalal'rproducfsacorn —.—.—�� * AIR PRODUCTS 0 -3 4 5- Z 0 7 FORM 2-J Automatic Sprinkler Systems Contractor's Material and Test Certificate for Aboveground Piping Date: Property Name: 0✓ NI C( I ✓ C/ Property Address: 5&4S ftnG LAAC g Mrn+h WC., Procedure Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and the system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authori- ties, owners, and contractors. It is understood that the owner's representative's signature in no way prejudices any claim against contractor;for faulty material, poor workmanship, or failure to comply with approving authority's requirements or locallo'rainances. Plans Accepted by[approving authority's name(s)] TOW✓1 So✓f �0��7 Address Installation conforms to accepted plans? PCYes ❑ No Equipment used is approved? KYes ❑ No If no, explain deviations. Instructions Has person in charge of fire equipment been instructed as to location of control valves and care and maintenance of this new equipment? , Yes ❑ No If no, explain. Have copies of appropriate instructions and care and maintenance charts and NFPA 13 been left on premises? )dYes ❑ No If no, explain. Location of System Supplies building(s) 1/J &4 A0^ JM IVS5 ✓4f IG( S-SRI(CCc Sprinklers Year of Orifice Temperature Make Model Manufacture Size Quantity Rating e- ,I Or 125 S Pipe and Fittings Pipe conforms tot1�3� standard. 0 Yes ❑ No Fittings conform to \3" ��� idard. 0 Yes ❑ No If no, explain. PAGE 1 of 3 Copyright©2000 National Fire Protection Association 0 Automatic Sprinkler Systems FORM 2-J Contractor's Material and Test or Certificate for Aboveground Piping (coast.) Alarm Valve or Flow Indicator Alarm Device Maximum Time to Operate Through Test Pipe Type Make Model Min. Sec. 5 Dry Pipe Operating Test Dry Valve Q.O.D. Make Model Serial No. Make Model Serial No. Time to Trip Trip Point Time Water Alarm Through Water Air Air Reached Operated Test Pipe* Pressure Pressure Pressure Test Outlet* Properly Min. Sec. Psi(Bar) Psi (Bar) Psi (Bar) Min. Sec. Yes No Without Q.O.D. With Q.O.D. If no, explain. Deluge and Preaction Valves Operation ❑ Pneumatic ❑ Electric ❑ Hydraulic Piping supervised? ❑ Yes ❑ No Detecting media supervised? ❑ Yes ❑ No Is there an accessible facility in each circuit for testing? ❑ Yes ❑ No If no, explain. Does each circuit operate Does each circuit Maximum Time to supervision loss alarm? operate valve release? Operate Release Make Model Yes No Yes No Min. Sec. Test Description HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 psi (13.6 bar)for two hours or 50 psi (3.4 bar) above static pressure in excess of 150 psi (10.2 bar)for two hours. Differential dry pipe valve clappers shall be left open during test to prevent damage.All aboveground piping leakage shall be stopped. FLUSHING: Flow the required rate until water is clear as indicated-by no collection of foreign material in burlap bags at outlets such as hydrants and blow-offs. Flush at flows not less than 400 gpm (1514 L/min)for 4-in.(102-mm) pipe, 600 gpm (2271 L/min)for 5-in. (127-mm) pipe, 750 gpm (2839 L/min)for 6-in. (152-mm) pipe, 1000 gpm (3785 L/min)for 8-in. (203-mm) pipe, 1500 gpm (5678 L/min)for 10-in. (254-mm) pipe and 2000 gpm (7570 L/min)for 12-in. (305-mm) pipe. When supply cannot produce stipulated flow rates, obtain maximum available. *Measured from time inspector's test pipe is opened. PAGE 2 of 3 Copyright©2000 National Fire Protection Association Automatic Sprinkler Systems FORM 2-) O Contractor's Material and Test Certificate for Aboveground Piping (coat.) Test Description (cont.) PNEUMATIC.Establish 40 psi (2.7 bar) air pressure and measure drop,which shall not exceed 11/2 psi (0.1 bar) in 24 hours.Test pressure tanks at normal water level and air pressure and measure air pressure drop,which shall not exceed 11/2 psi (0.1, bar) in 24 hours. Tests All piping hydrostatically tested at psi (bar)for hrs. Dry piping pneumatically tested? ❑ Yes )Z No Equipment operates properly? Yes ❑ No If no, state reason. Drain test—Reading of gauge located near water supply test pipe: Static pressure: psi (bar) Drain test—Residual pressure with valve in test pipe open wide: psi (bar) Underground mains and lead-in connections to system risers flushed before connections made to sprinkler piping Verified by copy of the U Form No. 85B ❑ Yes No ❑ Other Flushed by installer of underground sprinkler piping ❑ Yes No ❑ Other If other, explain. Blank Testing Gask s Number used /'✓ Locations Number removed Welding Welded piping? ❑ Yes No If yes, f Do you certify as the sprinkler contractor that,welding procedures comply with the requirements of at least AWS D10.9, Level AR-3? ❑ Yes ❑ No Do you certify that the welding was performed by welders qualified in com- pliance with the requirements of at least AWS D10.9, Level AR-3? ❑ Yes ❑ No Do you certify that welding was carried out in compliance with a documented quality control procedure to insure that all discs are retrieved, that openings in piping are smooth, that slag and other welding residue are removed, and that the internal diameters of piping are not penetrated? ❑ Yes ❑ No Hydraulic Data Nameplate Nameplate provided? Yes ❑ No If no, explain. Remarks Date left in service with all control valves open: Sprinkler Contractor: Signatures of Test Witnesses For property owner(signed) Title Date For sprinkler contractor(signed) Title Date P CE of 3 Copyright©2000 National Fire Protection Association W&M FIRE PROTECTION t 630 BROADWAY AVENUE, SUITE 1 HOLBROOK,NY 11741 HYDRAULIC CALCULATIONS FOR NORMAN KEIL NURSERY E C U E 5645 ALDRICH LANE _ MATTITUCK, N.Y. S EP - 5 2023 DATE: AUG 17, 2023 Building Department Town of Southold -DESIGN DATA- OCCUPANCY CLASSIFICATION: RESIDENTIAL DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 132 sq. ft. COVERAGE PER SPRINKLER: 256 sq ft NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 26.0 gpm TOTAL WATER REQUIRED: 26.0 gpm FLOW AND PRESSURE REQUIRED: 26.0 gpm @ 20.0 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: NORMAN KEIL NURSERY DESIGN/LAYOUT BY: B.K. AUTHORITY HAVING JURISDICTION: TOWN OF SOUTHOLD / NFPA 13D CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 49021351 ) HRS SYSTEMS, INC. ENGINEERING SERVICES BY EM3 ENGINEERING PLLC. 58 GUION STREET PLEASANTVILLE,NY 10570 rM ) 2 a p�fESSIO�P�'� 8/16/23 EMILE H.MUNIER III,P.E. NYS LIC.#065758 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: i8/17/2023RMAN KEIL NURSERIES\CALCS\1054-0031811 CALCULATION VOI.SDF JOB TITLE: NORMAN KEIL NURSERY- WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) S (N/A) 0.0 (N/A) 0.0 26.0 20.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) P1 1.0 - - - - 19.1 - - P2 1.0 - - - - 26.8 - - - 1 20.0 K= 4 . 90 7.0 13.0 2 20.0 K= 4 . 90 7.0 13.0 S 1.0 SOURCE 20.0 26.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: :8/17/2023RMAN KEIL NURSERIES\CALCS\1054-0031811 CALCULATION VOI.SDF JOB TITLE: NORMAN KEIL NURSERY PIPE DATA PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 26.0 1.101 PL 1.00 PF 0.9 S 1.0 SRCE 20.0 (N/A) 8.8 150 FTG E PE 0.0 P1 1.0 0.0 19.1 0.0 0.111 TL 8.00 PV Pipe: 2 FIRE PUMP Rating: 30.0 gpm @ 39.0 psi P1 1.0 0.0 19.1 0.0 Avail. : 25. 9 gpm @ 39.0 psi P2 1.0 0.0 26.8 0.0 Req'd. : 25. 9 gpm @ 7.7 psi Pipe: 3 12. 9 0.874 PL 125.00 PF 11. 6 P2 1.0 0.0 26.8 0.0 6.9 150 FTG ---- PE -8.2 1 20.0 4 . 9 7.0 13.0 0.092 TL 125.00 PV Pipe: 4 -0.1 0.874 PL 11.00 PF 0.0 1 20.0 4 . 9 7 .0 13.0 0.1 150 FTG ---- PE 0.0 2 20.0 4 . 9 7.0 13.0 0.000 TL 11.00 PV Pipe: 5 -13.1 0.874 PL 120.00 PF 11. 6 2 20.0 4 .9 7.0 13.0 7.0 150 FTG ---- PE 8.2 P2 1.0 0.0 26.8 0.0 0.096 TL 120.00 PV NOTES (HASS) : (1) Calculations were performed by the HASS 2023 D computer program in accordance with NFPA (2020) under license no. 64621181 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.028 gpm and a maximum imbalance at any node of 0.057 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 8.8 ft/sec at -pipe 1. (4) The Minimum pump suction pressure under maximum calculated demand is 19.12 (psi) (5) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (6) Available pressure at source node S under full flow conditions is 0.00 psi with a flow of 32.12 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 S DATE:. 8/17/2023RMAN KEIL NURSERIES\CALCS\1054-0031811 CALCULATION VOI.SDF JOB TITLE: NORMAN KEIL NURSERY (7) PIPE FITTINGS TABLE HASS Pipe Table Name: standard PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVly Gate 0.874 1.10 7.00 4 . 90 1 .40 1.00 5.00 0.40 1.101 1.40 7.00 6.00 1.70 1.00 8.00 0.40 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE:. 8/17/2023RMAN KEIL NURSERIES\CALCS\1054-0031811 CALCULATION VOI.SDF JOB TITLE: NORMAN KEIL NURSERY WATER SUPPLY ANALYSIS Fixed Source Pressure: 0.00 psi 80.0 LEGEND 70.0 Pressure available 1 at source 0.00 psi @ 26.0 gpm 60.0 2 Pressure required at source G 20.00 psi @ 26.0 gpm A 3 Pressure available U 50.0 from pump G 39.05 psi @ 25.9 gpm E 4 Pressure required 40.0C from pump p 5 7.71 psi @ 25.9 gpm R 5 Total Pressure avail- E able at pump dschg. 30.0 S 38.17 psi @ 25.9 gpm S 6 6 Total Pressure re- quired at pump dschg. U R 20.0 26.83 psi @ 25.9 gpm 2 E A. Source Supply Curve B. Net Pump Supply Curve ( 10.0D C. Pump Discharge Curve p 4 s D. System Demand Curve i F. Available at Pump Suction 0.0 �1�F -14 .7 20 30 40 50 60 70 80 90 100 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Paae 6 DATE-: 8/17/2023RMAN KEIL NURSERIES\CALCS\1054-0031811 CALCULATION V01 . SDF JOB TITLE : NORMAN KEIL NURSERY WATER SUPPLY CURVE 24+ I I I 22+ I I I 20X I I I 18+ I I I P 16+ R I E 1 $ 1 S 14+ U I R I E 1 12+ l I P I S I I 10+ 1 I I I 8+ I I I 6+ I I 4+ LEGEND " I " I X = Reauired Water Supply " 1 20 . 00 psi @ 26 . 0 aom " 2+ " I " I " I " 200 300 400 500 600 700 800 900 1000 FLOW (GPM) FE&IDE=NTI,AL Sfi=fP,INKLEiz NOTES I. THIS HOUSE 15 PROTECTED BY A HYDROSTATICALLY DESIGNED WET PIPE FIRE PROTECTION SYSTEM BASED ON NFPA-13D 2. THE DESIGN AREA 15 BASED ON A HEAD DESIGN PRESSURE l P51 FLOW 13 GPM FOR A MAXIMUM SPACING OF 16' X Iro' FOR THE PENDENT HEAD PER MANUFACTURERS LITERATURE. THE MAXIMUM DISTANCE FROM A WALL MUST NOT EXCEED V-0". MINIMUM DISTANCE BETWEEN HEADS 8' PER MANUFACTURERS DESIGN CRITERIA. MANUFACTURE INSTALLATION REQUIREMENTS MUST BE R''E'P.c� ; N�2 R:e✓14Vc �S,S7eNC,�"v;[�'3�!"1 FOLLOWED. =� �0 �'�E ,I!STAiL I!I vv'-*:{;7 DOO1?1To CLP�'s 3. THE DESIGN AREA 15 BASED ON A HEAD DE51GN PRESSURE l PSI FLOW 11 GPM FOR A MAXIMUM SPACING OF 18' X IS' FOR THE PENDENT HEAD PER MANUFACTURERS LITERATURE. tHE MAXIMUM DESIGN CRITERIA INFORMATION SYSTEM -- --- -- -•' - -�"- ""--� " -AµX M. D ISTANGE FROM A WALL MUST NOT EXCEED PER MANUFACTURERS DESIGN CRITERIA. MANUFACTURE INSTALLATION REQUIREMENTS 1 - HAZARD CLASSIFICATION = NFPA1311 ' ppl�y,y I � � � `F m1 MUST BE FOLLOWED. / I 1�1I'®Q� i� IA�V LgIl�IY r 4. ALL DIMENSIONS ARE CENTER TO CENTER. 2 - DESIGN DENSITY = .05 G.P.M./SQ.FT. "G'' "� 5. ALL PIP NOT EXPOSED OR 2" AN SMALLER ToSPRINKLER 1 I E D LLER BE I i, k �:'vRt Rri7i';�'3C�LOfT'� PEX APPROVED PIPE. ALL EXPOSED PIPE AND THREADED PIPE 3 - AREA OF APPLICATION = 1500 SQ.F-i. 2 I � � 1 I I TO BE APPROVED BLACK STEEL WITH THREADED FITTINGS. 4 - COVERAGE PER SPRINKLER =_VARIES_SQ.FT. 6. WATER IS SUPPLIED BY AN UNDERGROUND CITY WATER MAIN. 5 - No. OF SPRINKLERS CALCULATED = 2 HEADS MOST REMOTE , WATER FLOW INFORMATION WAS PROVIDED BY WATER DISTRICT. 6 - "K" FACTOR - 4.9 , ORIFICE SIZE - 112" AREA CALCULATED 1 .B�JnJ6 V 1, FIRE NFPAPRDOtECTION SYSTEMS TO BE HYDROSTATICALLY TESTED PER 7 - SYSTEM DEMAND = 26 G.P.M. P 20 PSI. I r r r r I § 8. 24 HOUR SUPERVISION TO BE PROVIDED BY OTHERS. 8 - AVAILABLE SUPPLY = 30 G.P.M. P 39 PSI. ; 21 jOUR P;Rr-1`l7D I 9. IT is THE OWNERS RESPONSIBILITY TO MAINTAIN THE FIRE 9 - WATER RESERVE - 450 GALLONS PROTECTION SYSTEM PER NFPA-25. I i©. fT IS THE OWNERS RESPONSIBILITY t0 MAINTAIN ADEQUATE HEAT TO __ ; ! � PREVENT FIRE PROTECTION SYSTEMS FROM FREEZING. NO SPRINKLERS �0'—�T" I I1. A SERVICE MUST BE BROUGHT INTO THE HOUSE. THE WATER METER r 1 WILL BE 1"-1 " (BY OTHERS) MUST BE INSTALLED WITH BACKFLOW REQD AREA 35 "" J O ; a,. ._ •'_ �> �^. PREVENTER. THE METER CONFIGURATION TO BE PER LOCAL WATER AUtHORITY SPECS, UNDER 55 SOFT 5[; cR O _ mFtxL 12. HANGER SPACING TO FOLLOW PER MANUFACTURERS SPECS AND I 1 �CS:NGU;S;ffR G ------------------------ O 00 --- , 3 6 O `G a J ,;) A PIF'IN3 :5 TO E3E !NS-7ALLEG ON T - PE4TEG 51GE OF THE CEI_IN:3 cP;PE 15 TO = ISIELE =-GTER \5UL.'.TICN I$ 2"m1/16"[51 MMt 16MM] _ 1 GOh'-LETEG) 1f1 NI 1 J�f�. CEILING rr) b rr — — — — — — DEFLECTOR ORIENTAT ION c'Ng',:L.:`EG =✓t OTNER.S� rr1 '^ y 1I�� - I El + NzNV Z R Le�l�OR �' TAB r---�-`----""-- 4-3/P"TO 12-3f8" 4o SPR'\K!_ER5 hJ 'T r Y.'l�.G'!� �'."."i�'�J �'�J�' [711 TO 314MM] UrLnv Um i REO'G PER NFL-`/;'�G 3A O e u"A /� j' 9 RECOMMENDED M4N.l.TAR\7S vy 6NG FIRE PROOF WALL SIN LA 6�1\� ' d^��J J () UAMETOER 7x1m 16vc p8*2xrooen CIS= LLL555 i Di:T! '! FLAT COVERPLATE 14. 0 I PENETRATION I � [667MM] 'PUSH ON/PULL OFF I} Vf4'o3 C RCE `J 1/2".14 NPT 3-5/16"[64.1MM] Model RFC Cover P Ce01ng -3-OCCUPAIXY G v';E _Ev - I �EPJi�E1dT(T�'p) - y� DIAMETER Ss� 9Ar;;s �'1' ir1?� 2L7C1;4'IJ--P;lq!l4 ��SJ1>�Q�\A7� 4 —3lif^[4 AMMJ ,eWiS=fit '4 ----- --_--_- F- 1-3/A"2 1/16" [34 6MM t 1 6MM] ,-Olt6'-5' TYPICAL LINE HANGER ��� -- -- _--- RELIABLE RFS CONCEALED SIDE��ALL 1�2"-1° PEX SPRINKLER PIPING RELIABLE RFC CONCEALED PENDENT ��v�ORIA T"CRIC P i I F@1 t -- Uponor Tube Talon t+5� Ili g •� y i I NOT TO SCALE NOT TO SCALE NEW NFP .G P'„IIP -"JG TaNK I I Z r r YL'%1�r'JR SEE C,T S=+EET FOR INFO, 9-oLCUPIU KY - _'� ----- ---- CJdcJ`l JIC� r ✓JL\PJL �� _ —_ ------ ---- N N.�Y12;�JRL�R ��� C�,f J � , ---- ---'-- ic FIRE PROOF WALL PIPE DN TO TANK a �' 6 ¢ rAi.-AAA -fOCOD-Z .9 r ss�r�� Ui� S t: 1 ;:X. d'aF 3 a° R00iye PENETRATION ON 15T FLOOR EC OR Q S/ / 7 7C 3/4" - - �, t;� 2 ,CUR P,RIF I Ci;r N:2 :3P rt 2;;BUR 3/411 �Rr s�SL5 d vim, HEAD BELOW 1'4Oa" '49V- 5"3"F a-�� Jvd�rS�J J 11l� 2 iil�C51-141 �aLD U-Occc�J'�J4,C�� -- — - STAIRCASE 2 M x'zk R,Vj_9!'DOCIRS 11 --- --- -- Fflu wl"Imuls:"Elk 3/4 PIPE UP TO 2ND µ" FIRE P OOF IUALL FLOOR PENETR TION F-- ------------ { — — — P2 ----- — O _----___-_- I ---- - - NFP413D PUMP 4 TANK SYSTEM (SEE ------_-__- - -- CUT SHEET FOR L----- MORE INFO) 2;ROJ R en In rn --- --- - VPI 5/16123,1:56 PM 5645 Aldrich Ln•Google Maps r� 5645 Aldrich Ln 39.0)rn raj p pr{' 0y I1 p' / i ,ed^ ✓.lJi,f`S ,}��,f5�'� .el'\\C I,L�A l4.$ l�'a^�i «'d,�,' � ��� 3';'xjr I S[Z�'dUtsK 9�as ;A F°_ CIO RSGNCr��r�aC[lYJ 6,2 SQ.FT. 3/4" ' ------ -_ - r _ y J - - - - - - - - - - - -� 2x'.o;?"- - - AREA OF WORK I 71'Cva TQ I I 3/4" 1 ��Id511"NCI c iI\7 a.� � I I ' IJNIS,,''ryr�i.111iII���1U`lr P1W�S}}5,11� ;[3S/�/'�� �jNy 2 1 J\lUR PJR!-%P j�D k 2!j'O✓R I M... 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'.,�,,. r...,a.�u 1 I r , THIS PARTIAL SPRINKLER SYSTEM IS SUB%1ECT TOT EI AP° I�IOVAL FIREPROTECTION OF TIME FIRE i�AI .SHAL / AHJ SPRINKLER ® ALARM © SPECIAL HAZARDS L, ,ed.�Gde - - .;�;: >...::..w«.Lµ,::;,.:....•,,.w-.r>uw:;w.t Wwu.e„il`Wk...asw�ea.,w ..- -�_ielultl..u,4wfl, w:,11w,:s --':r„i�1' -..h'1u11�mai3�u3Fiia:,a,..y.,eZW -.,.G�.,i'..'w.,,.,, u,.mudi,w..a�E...sYWrP.ii:._....,.. ..,w.iE"ei::,,:,..,,��,.e,.6,e.w� «,,.Jatti,;..�.,�.,::e,r„i.�,a...,:.,"...,,4...�d4,..d1.�.77, 630-1 BROADWAY AVENUE e HOLBROOK, NY 11741 0 WWW,ISLANDFIRESPK.US F 651-472-4500 s F 651-472-6800 • E INFO@IFSPK.US GENERAL NOTES SPRINKLER DESCRIPTION PROJECT: LEGEND I- ALL PIPING IS TO BE PEX MODEL MAKE SBL TEMP. SIZE FINISH DESCRIPTION CITY. NORMAN KEIL RFC49 RELIABLE ® 1650 1 " HI WHOLESALE NURSERY 2 ALL PIPING SHALL BE SIZED I N ACCORDANCE WITH L LE /2 W TE PENDENT CONCEALED 17 UPRIGHT SPRINKLER HEAD EXISTING SPRINKLER HEAD [� FLOOR CONTROL ASSEMBLY RFS42 RELIABLE -4 1650 1h" WHITE SIDEWALL CONCEALED 4 5645 ALDRICH LANE PENDENT SPRINKLER HEAD CONNECT TO EXISTING LOCATION OF DRY VALVE THE NFPA 13D MATTITUCK, NY CONCEALED SPRINKLER HEAD EXISTING SPRINKLER PIPE r _ LOCATION OF PREACTION VALVE 3- ALL PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH DRAWING TITLE: SIDEWALL SPRINKLER HEAD NEW SPRINKLER PIPE c FIRE DEPARTMENT CONNECTION THE NFPA 13D <lx •x EXTENDED COVERAGE SIDEWALL ) SPRINKLER RISER / STANDPIPE :'ly FLUSH FIRE DEPARTMENT CONNECTION UPRIGHT HEAD, UNDER DUCT, DECK, ETC. --, O.S.&Y. VALVE COUPLING 4- ALL SPRINKLER HEADS SHALL BE LOCATED CENTER OF 2ND FLOOR DIVING QUARTERS 1, ON / OFF SPRINKLER HEAD � O.S.&Y. VALVE w/ TAMPER SWITCH I' UNION TILE OR SPECIFIC LOCATIONS e7' DRY SPRINKLER HEAD 7-1, PRESSURE REDUCING VALVE TWO-WAY SEISMIC BRACE h� INTERMEDIATE TEMP. SPRINKLER HEAD 1 ,1 CHECK VALVE FOUR-WAY SEISMIC BRACE I AS-BUILT 5.9.24 BK DRAWN BY: BK XX AS NOTED LISTED BY: SCALE: DATE: .24.23 HIGH TEMP. SPRINKLER HEAD O GLOBE VALVE TOTAL FOR SHEET: TOTAL FOR JOB: 0 SUBMIT FOR APPROVAL 7.24.23 BK JOB NO.: SHEET NO.: REVISION DWG NO., 21 21 NO. REVISION DATE BY 1054-0031811 ( OF I 01 SP- 100 REVISIONS: SITE DATA: SUFFOLK COUNTY DEPARTMENT OF HEALTH w APPROVAL J UN E 10, 2005 C10-04-0005 W SCTM # 1000-120-03-11 .013-1- -1-4 METES AND BOUNDS: _z 0 ALDRICH LANE S 180 25' 20" E 200.0' ALDRICH LANE STAN LEY 1SAKSEN, J R � 1830.77' I AUGUST 22, 2003 W I � � W ^ 0 15714,298.32 SF Q N 10 1 F C I co N 39.35 ACRES z P&E,LLC ' co N ° ' GROUNDWATER MANAGEMENT o � a ZONE: IV I ' 300 gpd X 39. 35 acres ' > t = 11805 ^ co N 1 O 1 F I N 1 O LF ! N 1 O 1 F I+I SHIRLEY ANNE FENDERSON ZYTKa& JOESPH LEBKUECHER ( WILLIAM NEDO BUILDING: 11600 I BABARA A. YCHWASKI° N S 01 �W N MAR 0 9 2on23 i i E 940.64 1 rJr/_utl°Irj11E_pr I S 190 43' 00" E 659.71' S 20 02 40 TGVVNOFSOURHOLD I � — — — — — — — — — — — — — — — — — — — — — — — — — — - W CONC.w/ w EXISTING GREENHOUSE GAS METER x �• W � W W V EXISTING GREENHOUSE LLLL. EXISTING GREENHOUSE x 0 EXISTING GREENHOUSE 1 ^ U W EXISTING GREENHOUSE N O m x EXISTING GREENHOUSE I A U EXISTING GREENHOUSE x EXISTING GREENHOUSE X. PARKING I .o N wEXISTING GREENHOUSE ®® n u<roue: V �-a - TEST ^ EXISTING GREENHOUSE ,�,,,,,� • .00� C] HOLE r. O '" Cu EXISTING GREENHOUSE %rsemc® HNGPOOiIv w ' cia scnFos aeo •,yw/Sf—TA Nmoe.� ,� A n " n lyT 1` EXISTING GREENHOUSE •� M/ Ql N O F eXYn�wC� os<nttNut4� ° JOESPH LEBKUECHER x EXISTING GREENHOUSE ,",/�,b- ''�'�"' E `O EXISTING GREENHOUSE WATER CON ECTION V1 x EXISTING GREENHOUSE CONC. EXISTING GREENHOUSE O N 1 0 1 F BUIL IING EXISTING GREENHOUSE • P&E.LLC P LU M B I IL LL EXISTING GREENHOUSE U x APPR I°/ '�`� �d'rEI ALL PLUMBINGWAS�'E':;: LL EXISTING GREENHOUSE CONERATOR &.WATER LINES NEED:'•: L tCMNG BEFORE CO�RI�tG w EXISTING GRIENHOUSE DATE: B.P.#._.,, o x N d' EXISTING GREENHOUSE Z I M d' O FEE: ! BY:_ I TOWN OF SOUTHOLD M rn o TOWN OF SOUTHOLD EXISTING �� NOTIFY 6 OILD!INGn DEPARTMIENT AT p GONE. I CD 765-1802 8A,L TO 4Fi4q FOR THE I EXISTING GREENHOUSE PAD CONSERVATION m o CONSERVATION RAME Ch FOLLOWING INSPECTIOt!S: '^ BU"pl"° EASEMENT �_ _ ................... X -�.v EXISTING GREENHOUSE C) .. 1. FOUNDATION TY':C rjL^uIRED '� �� ' �° �- EASEMENTm o I ,,. �TIC�; R:.L .•_I l .. %255� I :fl FOR POURED CO°�CRETE x EXISTING GREENHOUSE _ '— WELL v I pr w@j ROUGH2. - FRAMING & PLUt��BING EXISTING GREENHOUSE G 3. INSULATION Cz� V 4. FINAL - COiNS T REUCTION MUST v EXISTING GREENHOUSE I '� x EXISTIN GGREENHOUSEIt CU BE COMPLETE FOR C.O. TRUSS PL AC RDLNG REEL I1P1,D W EXISTING GREENHOUSE I 0 � GO � \ REQUIREMENTS I EXISTING GREENHOUSE LINGGREENHOUSE ALL CONSTRUCTION SHALL MEET THE v a OF THE CODES OF hEVV In'ORK STATE. NOT RESPONSIBLE FOR x EXISTING GREENHOUSE U or) I o EXISTING GREENHOUSi EXISTING GREENHOUSE N SIGN OR CONSTRUCTION ERRORS. /� n o 3 ORE INSPECTION EXISTINGGRENHOUS! O 60 V x EXISTINGGRENHOUSI I]W/GAS TANK I CONC.PAD O r ... EG1 � F� EF4PP COMPLY WITH ALL CODES OF ' R - y 1 E_ — — — — — — — — — — — — — — N O F NEW YORK STATE Fu TOWN CODES QPEN11r� O EXISTINGGRENHOUSI V �! ry) I O D JOESPH LEBKUECHER .•+ h . �� r A REQUIRED ARID CONDITIONS OF w EXISTING ° �) AS REC2U ttVV CONDITIONS v v x I �r► *., 1 / z EXISTING GREENHOUSE I �' g4� I y L, OUTHOLD TOWN LL t �' xt t W Lux EXISTING GREENHOUSI I I _ 11�Tt ° L — — p L J 1 1! EXISTING GRENHOUS: / F 7 Must provide Manuals ?, ., 33 '�I�,VLU I tiYIJS I CES EXISTING GRENHOUSE � �� CJ� D, J and S as per r�., U) _f L N�YS Energy Code -.-.--.................. ------------------------ � �---- N 190 45' 00" W N 190 47' 10" W 1269.83' 21 OCCUPANCY OR 388. I � USE IS UNLAWFUL Blower door i N o F A and ductwork NIOIF I JOESPH LEBKUECHER C!J �1ITHOUT CERTIFICAT, testing required. BIG E FARM OF OCCUPANCY i Firo Isep?,ratio» RETAIL] S I ORIA WATER RUPJOFF required as per FUIRS�f",PST TO CHAPTER 236 NYS Code OF THIF TObUPd CODE. SITE PLAN SCALE: 1" = 100' DRAWN: MH/MS SCALE: JOB#: UMBER CERTIf=1GATlON All exterior lighting 3/7/2023 ON LEAD CONTENT BEFORE ` CERTIFICATE OF OCCUPANC 4 installed,replaced or SHEET NUMBER: SOLDER USED IN repaired shall conform WATER to Chapter 172 ` SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEA D of the Town Code S- 1 PAGE 1 OF 2 REVISIONS: SCTM # 1000-120-03-11 .013-11 .014 SANITARY DESIGN METES AND BOUNDS: 750 GAL STAN LEY 1SAKSEN , J R ROOMING HOUSE: 10 BEDS 75 GAL / BED = (TOTAL FLOW) AUGUST 22, 2003 SEPTIC TANK Z 39.35 ACRES 750 GALLONS X 2 DAYS = 1500 GALLONS H LEACHING POOL Fw-+ 750 GALLONS / 1.5 = 500 SF LEACHING Q 500 SF / 25 = 20 VF 8'dia LP EX, PARKING O w NO DRAINAGE O STRUCTURES F&I F&I a PROPOSED EXPANS ON EX. LEACHING O POOL POOL1 I PROPOSED 8'dia. 10'd ep BUILDING FF 0.5 EX. SEPTIC LEACHING POOL LOCKING CASTING LOCKING CASTING LOCKING CASTING EL 0.0 TO GRADE FINISHED GRADE TO GRADE TO GRADE EL 0.0 TO BE REMOVED TANK °� ° PROPOSED 1500 aL. W I'MIN. PER SCHDS REQ. �� `�' g 2'MAX. SEPTIC TANK � 20„ I'MIN. I'MIN. ° 4'MAX 4'MAX OCL AN UT Z MIN. INV EL INV EL 10' BAFFLE ' -2.4 -2.4 I 80' LET WALL 8' INV El CLASS 2400 4"dia. PIPE INV EL 6" 6" o r MIN.4"dia MIN.4"dia O 2.8 INV EL CLASS 24 0EQUIVALENT ALE PIPE INV EL INLET INLET I j / / / / Z -2.0 OR EQUIVALENT 14" 18" 3 3 OR EQUIVALENT -3.4 min.PITCH 1/4"/1' 8„ min.PITCH 1/871' 5' I I w 8'X10' 8'XIO' LEACHING LEACHING 1500ga1 SEPTIC I POOL POOL I F+1 Q U —►I TANK INV EL T CLEAN 3'CLEAN 8.6 SANDSAND COLLAR �— COLLAR INV EL 'ram _I INV EL I 3'MIN 8 8' WATER w 3'MIN 3'MIN 1�/) GROUND WATER GROUND WATER CON ECTIOND SEPTIC DESIGN CONCoO M E AL,_2 z (11 BUIL _ING 0 Nv co w O ON _ v op EL.0.0 V) v oc MIXED SAND AND LOAM " CONC. PAD W/ � � - 0 �. � 00 3.0' GENERATOR W % PALE BROWN FINE SAND b� G/ w � ' V SP ' +'s� ;aa� 4"j U) .0 lFr as 21' PARTIAL SITE PLAN V SCALE: 1" = 20'-0" v, NOTE:NO WATER ENCOUNTERED BELOW SURFACE x TEST HOLE DATA McDONALD GEOSCIENCE DATE:07/05/2022 DRAWN: MH/MS SCALE: JOB#: 3/7/2023 SHEET NUMBER: S-2 PAGE 2OF2 REVISIONS: N O O � N r— W ' O Q O W O O a a V cn - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W � w w U z iLl I H M Z X x o -o I k I 1� 11 11 11 11 11 1 11 11 11 11 11 11 11 11 11 11 H 11 11 11 11 11 ll ll 11 11 11 w - - lu O � EAST ELEVATION SCALE: 1/4" = V-0'r N u a w O igo t •.r'`�` �ire � ! t DRAWN: MH/MS SCALE: JOB#: 3/7/2023 SHEET NUMBER: A- 1 REVISIONS: 7� TT O W F-� n� F� O F-'-i O F� 12 W W 2 HR FIRE RATING Z (SEE A-7) � a O � z +� 2 HR FIRE RATING (SEE A-7) 2 HR FIRE RATING F-+ �^ MEZZANINE RAIL TO CONTINUE (SEEA-7) MEZZANINE E• zQ PAST STAIR 12"PER NYS 1014.3 F..�� 3/4"T&G SUBFLOOR 3/4"T&G SUBFLOOR H 1/2"SHEATHING(EXTERIOR GRADE) [10MIN] 2X10 FJ @16"OC 2 HR FIRE RATING 2X10 FJ @16"OC 2 HR FIRE RATING 2X6 CEILING JOISRS @16"OC[10 MIN] (SEE A-7) (SEE A-7) MIN.6"MAX 7" 5/8"TYPE-X GYPSUM[40 MIN,] NYS 1011.5.2 INSTALL PER 722.6.2(1),(2) \ O 34"-38"h RAIL NYE 1014.2 E3 N 11" NI z 10" 10"TREAD o O 1"NOSING AG. AREA BATHROOM BATHROOM NY51011.5.2 a' CORRIDOR RAIL TO CONTINUE PAST STAIR 12"PER NYS 1014.3 CD "-1 EXISTING CONC.SLAB gym,,, m y a, v X v O m p' c� p O 2as a) Lcol ,[ 4 CROSS SECTIONIn U 00 SCALE: 1/4" = 1'-0" CN u w 3 w O d V "9"Fo SI M ..fir >.r .ty is 4E,'Cg .;• DRAWN: MH/MS SCALE: JOB#: 3/7/2023 SHEET NUMBER: A-2 REVISIONS: 1 , 1 , 1 , 1 , 1 , 1 , ————————————————————————————————————————— ' 1 _ ; I I � I , 1 1 � I � I , � I , � 1 , 1 , ' FIELD MGR 1 , 1 , Z 1 , 1 , 1 , H1 , 1 , 1 � I 1 1 ' 1 1 1 { � 1 1 1 1 � 1 1 1 ' 1 1 I LUNCH ROOM I 1 I I 1 1 , 1 , - ----------------------------- ' Q ; w ; I O 1 1 I WOMENS BATH a 0 ------------------------------------------+ 1 ——————————— 1 ----------- 1 MEN- BATH ------------- 1 ——————————— ; ----------- O w ------------- O O I 1 I I ----------- I 1 ----------- 1 O W 1 -------------------- 1 1 ----------- BATH MECH. ROOM w a 1 ----------- ua - A' - --------- U 1 1 1 I 1 ' � H ------------------------------------------- 1 I LOBBY PORCH z z 0 m �N o m aj V .� u _ O m c i �. 4+ SERVICE p ° . x o Po u a1 00 a-+ 1 1 C14 v v 1 1 1 L-0 1 1 1 ' •---------------------------------------------- ' ' I 1 1 , , V ' 1 1 1 , , O 1 1 I 1 1 Ln P4 744,f I 1 1 ' N 1 GEN MGR MGR x 1 1 r * I 1 I 1 I EXISTING 1 1 1 1 EXIT DOOR EXIT DOOR 11 DRAWN: MH/MS SCALE: JOB#: EXISTING 1ST. FLOOR PLAN 3/7/2023 SHEET NUMBER: SCALE: ,/4t1 = ,'-ol' PROJECT NORTH E A- 3 s REVISIONS: REPLACE IS NG - - - - - -- - --- -. PEP T _.. - - - --- - -- - -- - IT DOOR T O REMOVE EXISTING WINDOW EXIT D O ODE INSTALL NEW EX O CODE 3'.0" ; ; 1Il@Q �4l�lEA 1 , FIRE I EXTINGUISHER 1 1 , 1 , , , -------------------------------------------- EXISTING I I 1 FIELD MGR OFFICE , INSTALL UL DESL511 2 HOUR FIRE-RATED CEILING 1 1 NEW, 2HR I I ' 1 R, FIRE I E-RAT D TO COO EXTINGUISHES / -�- -- ---- -- ---- - - ' W I 1 I , n , I 10-2'/z , ` iM = ------------------------------------------------ TREND SINK ` D _ LU;NCH ROOM W 1 1 ° 2 FkSEE OUR FIRE-RATED SO I ALL UL DESL511 -._ CEILING 1 / I I i a� ,O,�// ----------------------••-------------- ----- R R \, , j F-�-t II _ [Al NEW 2hIR DOOR - - - FIRE-RATE TO CODE M S �A H 0 1 1✓`� ------------------------------------------- ' ®FD ��V 17 a M W 1 WATER I I \ HEATER II ----- ----- V'.'/�,1 f R , / ————— ————— CONNI_"I ION ------------- W 7 I NEW 2 R DOOR OM TH ----- ----- :f2 XISTING BATH FIRE-RATE TO CODE 1 m &D \ _____ _____ STALL UL DESL511' t EX. MECH. ROOM Z O UR FIRE-RATED INSTALL UL DESL511 1 - -____ ___ ILING 2 HOUR FIRE-RATED IJ•� '"� CEILINGEXISTING STORAGE EXISTING STORAGE ---- Q � /EXISTING T-0" T-0" SLAB SLAB UP ----------------------- ------------------ m < EXTINNUISHER 2 HOUR FIRE DOOR EXISTING LOBBY FIRE EXISTING INSTALL UL DESL511 EXTINGUISHER PORCH / 2 HOUR FIRE-RATED o CEILING / /^ 2 HR FIRE RATED DOORS FIRE / % EXTINGUISHER I Ql=es=C - _/ / / ml _L / V/ L EXISTING NCONSTALL FERENCE ROOM o o U / 2 HOUR FIRE-RATED / CEILING i� ---------------------------------------'_-__- i N STAIR: min. lMAX.7 RISE) _ T -- cn -- 1 -- -- -- / � / � cu 1 i _a _ O I i 1 1 I r^ I M u y [y.' FIRE NEW 2HR DobR j / / t EXTINGUISHER O FIRE-RATE TO ODE / ' �� , I 1 �L 'ttl>� Yi••,� J 7711 I / \ ', r 1 �Y x' EXISTING GEN MGR EXISTING MGR OFFICE OFFICE 1 ',� -d I / INSTALL UL DESL511 , / / INSTALL UL DESL511 �+ 2 HOUR FIRE-RATED 2 HOUR FIRE-RATED I f CEILING CEILING FIRE EXTINGUISHER j REP CE EXIST! G EXIT DO TO ODE DRAWN: MH/MS UL DES U301 2 HOUR LOAD SCALE: 9TRAVELLV BEARING WALL JOB#: TRAVEL 3/7/2023 PROPOSED 1ST. FLOOR PLAN PROJECT N 0 RTH INSTALL AUTOMATIC SPRINKLER SYSTEM SHEET NUMBER: E AS PER NFPA 13D AS PERMITTED BY SCALE: 1/4" = 1'-0" SECTION 903.3.1.3 OF THE 2020BCNYS. INSTALL AT NEW LIVING QUARTERS AND A-4 EXITS THEREFROM REVISIONS: 7� O N F-�ll 1--�1 19'-91V Q w C) 9'-0" 10'-T C) 8'-3'/z" op ---------- Lfl --------- ----------- w ----------- 0� ----------- �+ ----------- _ o Z ----------- -1 rn ----------- W z �1 ------------ ----------- W a ----------- O z ---- ------ A bo - z z 0 u O lu ) COS c7 p � 0 � u LTr V V Ln U ON in N .0 W a w O N w d'1 .OF A DRAWN: MH/MS SCALE: JOB#: 3/7/2023 EXISTING 2 N D. FLOOR PLAN SHEET NUMBER: SCALE: 1/4" = 1'-0" - A-5 REVISIONS: I I ! I i CLOSET o 00 I 6'-11/211 2'-011 7 _134�� SLOPED ! J/ `t / T-0"PLATE HEIGHT / CEILING //BATH / / //19/e oTAL 0 ►--a /� RAVEL Q — / 3 6 CN O SH ER t1! Lr, Lr) / m /3 6 Li o / / W ! � � SH E� [r 0 / 10'-l01/z,l N /o a i / N BUNKBED DETAILS / o �N SCALE: 1/2" = 1'-0" m I 00 /R SEPTIC 75 GAL BED X 12 = 900 GAL. CEILING BELOW -- I'% / r, o w 1000 GAL SEPTIC TANK 8 dia., 12 deep __ __ __ /' ", l-l-l-l 1 � wd i KITCH N / DINING ARPA•'474 SF I� U z -- - ----- / O �, //E� /LIGHT VENT REQUI7,.✓✓92 SF 18.9� xWINDOVG 2 2 SF'26.0 IF m o 'D ce Lu i I � / =z , _ Z. 4 q MENS BATH WOMENS BATH LUNCH ROOM REA!508 IF -- -- -- -- l i TRENCH LAVATORY LAVATORY URINAL WATER WATER WATER LAVATORY / �/ / _� / LIGtIT VENT 3"� SINK CLOSET CLOSET SHOWER CLOSET SINK -- -' '-' / R Q IIR'E 48.64 SF 2D.32 F /, N / _F.A.I. / WINDOW 6 F 13.0 SF' + C.O. I 2 2 4 4 4 4 3 4 4 2 43, C.O. C.O. / O i / N x W CEILING / N W o L/ABOR FORCE LIVING QUARTERS , 4 ,� TO APROVED 4 4 BELOW / 5(f0 PENRSOh]CAPACIITY)UNK S = v m EX.SEPTIC 4"C.I. / 50 SQii 1./PERSONTRAP i 1_._._./ / 08 SQ. T. rn U m U� 00 p j 75 AL/tEDX10= 7 / / N o W+I SEPTIC / N 1000GAt SEPTIC/TANK i / W/.{I) 8'DIA.,12'DEEP / LEACHING POOL / OUTLET / H AIR GAP- . FLOOR � Aly INDIfRECT DlfRECT N � Q CONNECTION CONNECTION FLOOR SINK/DRAIN ! ; '3// T-0"+/-PLATE HEIGHT SLOPED' CEI ING Q PLUMBING SCHEMATIC SCALE: NOT TO SCALE CLOSET ' x UL DES U301 2 HOUR LOAD DRAWN: MH/MS BEARING WALL SCALE: JOB#: PROPOSED 2 N D. FLOOR PLAN INSTALL AUTOMATIC SPRINKLER SYSTEM PROJECT NORTH 3/7/2023 E SHEET NUMBER: SCALE: 1/4" = 1'-0" AS PER NFPA 13D AS PERMITTED BY / SECTION 903.3.1.3 OF THE 2020BCNYS. INSTALL AT NEW LIVING QUARTERS AND AM06 EXITS THEREFROM . IRE PROTECTION: PLUMBING NOTES REVISIONS: 1). GENERAL CONTRACTOR TO VERIFY ALL FIRE CODE RELATED DETAILS AND 1). ALL PLUMBING WORK SHALL BE PERFORMED BY A LICENSED SPECIFICATIONS PER MANUFACTURES OF PRODUCTS USED, COLLARS, etc. PLUMBING CONTRACTOR. DESIGN CRITERIA IBLDCs. CODE NYS 2020 2. EXTERIOR WALLS TO BE 1 HOUR FIRE RATED RELATED TO ALTERATIONS TO 2). ALL WORK SHALL SHALL FULLY MEET OR EXCEED THE FRAMING ELEMENTS AS PER FLOOR PLANS, Cs CROSS SECTION AND ENERAL NOTES 803.13 Interior Finish Requirements; Based on Occupancy ANY NEW ALTERATIONS. REQUIREMENTS OF NATIONAL STATE COUNTY MUNICIPALITY AND EXT. BALCONIES 100 3. PROVIDE 2 HOUR FIRE WALLS ALONG WALL AREAS BETWEEN WAREHOUSE ' DECKS 100 Interiorwall and ceiling finish shall have aflame spread index not greater than that specified in Table 803.13 for the group and location designated. OTHER AUTHORITIES HAVING JURISDICTION. ANY WORK NOT SUBJECT DESIGN LOAD CALCULATIONS ROOF (CsROUND SNOW LOAD) Interior wall and ceiling finish materials tested in accordance with NFPA 286 and meeting the acceptance criteria of Section 803.1.1.1,shall be AND PROPOSED NEW WORK; 1 HOUR FIRE WALL AT STAIR AND CORRIDOR TO THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION SHALL (LIVE LOADS PSF) 10 (2ND FLOOR WORK FORGE: �o) ALL FLOOR LOADS WALLS AND 1 HOUOR FIRE WALL AT CEILING. oo permitted to be used where a Class.A classification in accordance with ASTM E84 or UL 723 is required. BE GOVERNED BY THE NATIONAL PLUMBING CODE AND THE COUNTY STAIRS 100 4. ALL NEW EXIT DOORS SHALL BE 2 HOUR FIRE RATED, OUTSWING WITH PANIC HEALTH DEPARTMENT. GsAURDRAILS (ANY DIRECTION) 200 HARDWARE AND SELF-CLOSING AND MIN. 36" DOORS. 3). THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR THIER EXPOSURE CATAGORY (DESIGNED FOR)C TABLE 803.13 5. PRESCRIPTIVE FIRE RESISTANCE PER 721.1(2). WORK AND SHALL GUARANTEE THE WORK OF HIS CONTRACT. LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION INTER!!OR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk 6. TABLE 15-1.13 (1 HOUR FIRE WALL): 2" x 6" WOOD STUDS AT 16" WITH DOUBLE 4). THE PLUMBING CONTRACTOR SHALL CONSULT AND COOPERATE WITH (ROOF - FOUNDATION) DETAIL , E 4 NOTE PAGE SCHEDULE SEE GENERAL AL NOTE NOTE PACsE TOP PLATES, SINGLE BOTTOM PLATE; INTERIOR AND EXTERIOR SIDES COVERED ALL OTHER TRADES IN OTHER TO AVOID INTERFERENCE DURING EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE SPRINKLEREDI NONSPRINKLERED WITH 5/8" TYPE X GYPSUM WALLBOARD, 4' WIDE, APPLIED VERTICALLY WITH INSTALLATION OF PIPING, EQUIPMENT, ETC. FIRE PROTECTION Syrn.: Z ALL JOINTS OVER FRAMING OR BLOCKING AND FASTENED WITH 21/4" TYPE S 5). SANITARY DRAINAGE AND VENT PIPING ABOVE GROUND WITHIN BUILDINGS SEE FLOOR PLANS ) (SMOKE t G02 DETECTORS) ® O GROUP Interior exit stairways Corridors and Rooms and Interior exit stairways and Corridors and Rooms and 10--I DRY WALL SCREWS, SPACED 12" ON CENTER. R-19 MINERAL FIBER INSULATION SHALL BE WEB LESS CAST IRON. TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION [INSTALLED IN STUD CAVITY. ENERGY CALCULATIONS COMCHECK and ramps and exit enclosure for exit enclosed ramps and exit enclosure for exit enclosed 6). WATER DISTRIBUTION PIPING WITHIN BUILDING SHALL BE COPPER PIPE OR a b access stairways c b access stairways P c 7. TABLE 15.1.7 (2 HOUR FIRE WALL): 2" x 6" WOOD STUDS 16" ON CENTER. THE COPPER TYPE L. passageways • spaces passageways', s aces and ramps and ramps EXTERIOR FACE HAS A LAYER OF 5/8" TYPE X GYPSUM SHEATHING PLACED 7). CONTRACTOR SHALL INSTALL PIPE INSULATION REQUIRED TO MINIMIZE HEAT A-1 &A-2 B B C A Ad Be VERTICALLY WITH 6D BOX NAILS 8" ON CENTER AT JOINTS AND 12" ON GAIN AND LOSS , AND PREVENT CONDENSATION ON PIPING. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA N CENTER ELSEWHERE. AN APPROVED BUILDING PAPER IS NEXT APPLIED, 8). ALL PLUMBING FIXTURES CONNECTED TO THE SANITARY DRAINAGE SHALL a GROUND WIND SEISMIC FROST WINTER ICESIT FLOOD A-3f,A-4,A-5 B B c A Ad c FOLLOWED BY 1" BY NO. 18 GAGE SELF-FURRED EXTERIOR LATH ATTACHED BE PROVIDED WITH AN APPROVED P-TRAP, show SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMEYMENT WITH 8D BY 21/2" LONG GALVANIZED ROOFING NAILS SPACED 6" ON CENTER 9). INSTALLATION OF GAS EQUIPMENT AND PIPING SHALL BE IN ACCORD WITH LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Q B,E,M,R-1 B Cm c A B c ALONG EACH STUD. CEMENT PLASTER CONSISTING OF A 1/2" SCRATCH COAT, MODERATE SLIGHT TO _ w APPLICABLE AMERICAN NATIONAL STANDARDS INSTITUTE AND THE RULES AND 20 LBS. 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE A BONDING AGENT AND A 1/2" BROWN COAT AND A FINISH COAT IS THEN REGULATIONS OF THE LOCAL GAS UTILITY. R-4 B c c A B B APPLIED. THE SCRATCH COAT IS MIXED 1N THE PROPORTION OF 1:3 BY 10). ANY 3 COMPARTMENT SINKS, FOOD PREP SINKS, REFRIGERATORS, FREEZERS, WEIGHT, CEMENT TO SAND WITH 10 POUNDS OF HYDRATED LIME AND 3 ICE MAKERS, SHALL BE AN INDIRECT CONNECTION. DISH WASHERS AND SHOULD I� F c c c B c c POUNDS OF APPROVED ADDITIVES OR ADMIXTURES PER SACK OF CEMENT. HAVE A DIRECT CONNECT TO A VENTED FLOOR TRAP. Q H B cg A A B THE BROWN COAT IS MIXED IN THE PROPORTION OF 1:4 BY WEIGHT, CEMENT P/ B TO SAND WITH THE SAME AMOUNTS OF HYDRATED LIME AND APPROVED ai I-1 B C C A B B ADDITIVES OR ADMIXTURES USED IN THE SCRATCH COAT. THE INTERIOR IS ELECTRICAL NOTES 1004.5 MAXIMUM FLOOR AREA ALLOWANCE PER OCCUPANT COVERED WITH 3/8" GYPSUM LATH WITH V HEXAGONAL MESH OF 0.035 INCH 1). ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED LOCATION AREA LOAD FACTOR ALLOWED MECHANICAL VENTING 1-2 B B Bh,I A A B (NO. 20 B.W. GAGE) WOVEN WIRE LATH FURRED OUT 5/16" AND 1" PERLITE OR ELECTRICAL CONTRACTOR. BUSINESS USE: 2150 SF 1/150 GROSS 14 BUILDING GROSS:11805 SF AND ARTIFICIAL LIGHTING TO BE PROVIDED TO CODE VERMICULITE GYPSUM PLASTER. LATH NAILED WITH 11/8" BY NO. 13 GAGE BY 2). THE ENTIRE ELECTRICAL INSTALLATION SHALL FULLY MEET ALL THE AGRICULTURE AREA: 7456 SF 1/300 GROSS 25 1-3 A AI C A A B 19/64" HEAD PLASTERBOARD GLUED NAILS SPACED 5" ON CENTER. MESH REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, THE NEW YORK WORKFORCE: 557SF 1/200GROSS 10 ATTACHED BY 13/4" BY NO. 12 GAGE BY 3/8" HEAD NAILS WITH 3/8" FURRINGS, STATE BUILDING CODE, AND ALL OTHER APPLICABLE LOCAL CODES TOTAL INDOOR 49 1-4 B B Bh,I A A B SPACED 8" ON CENTER. THE PLASTER MIX SHALL NOT EXCEED 100 POUNDS OF AND ORDINANCES. BUILDING TYPE: TYPE 56 601 GYPSUM TO 21/2 CUBIC FEET OF AGGREGATE 3). THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR THEIR R-z c c c B e c 8. TABLE 13-1.4 (CEILING): 2X10 WOOD JOISTS @16"OC; 1/2" TYPE X GYPSUM WORK AND SHALL GUARANTEE THE WORK OF CONTRACT. GRADE FLOOR: CONCRETE R3 c c c c c c WALLBOARDC NAILED TO JOISTS WITH 5D COOLERO OR WALLBOARDO NAILS 4). THE ELECTRICAL CONTRACTOR SHALL CONSULT AND COOPERATE 1005.7.1 (2) EGRESS OUTWING w/SURFACE 2ND. FLOOR: WOOD AT 6" ON CENTER. END JOINTS OF WALLBOARD CENTERED ON JOISTS. WITH ALL OTHER TRADES IN OTHER TO AVOID INTERFERENCE DURING DOORS LATCH,CLOSER EXTERIOR WALLS: METAL 9. ALL PENETRATIONS EXITING FIREWALLS AND CEILING SHALL HAVE PROTECTION INSTALLATION OF WIRING EQUIPMENT, ETC. 1006 EXIT SIGN AT ALL EGRESS DOORS INTERIOR WALLS: WOOD s c c c B B C PER 714 NYS BUILDING CODE. 5). THE EXACT LOCATION OF ALL CONDUITS, PANELS, FIXTURES, ETC (LIGHTED) ROOF: METAL � U No restrictions No restrictions 10. FIRE STOPS, BLOCKING, CAULKING TO BE INSTALLED PER CHAPTER 7 NYS CODE. SHALL BE DETERMINED IN THE FIELD. 1020.2 CORRIDOR MIN(LIGHTED) P4 11. FIRE EXTINGUISHERS SHALL BE INSTALLED IN ACCORDANCE PER 906 NYS CODE 6). THE MOUNTING HEIGHT OF ALL RECEPTACLES SHALL BE 1'-6" AFF 11006.2.1 TRAVELPATH: R-2:125'(w/SPRINKLER) AND NFPA 10. EXTINGUISHER TOPS TO BE NO MORE THAN 3.5 FEET ABOVE LIGHT SWITCHES SHALL BE MOUNTED 4'-0" AFF AND ALL PANELS SHALL FINISHED FLOORS AND NO LESS THAN 4" ABOVE FINISHED FLOOR TO BOTTOM BE AT 6'-0" AFF TO THE TOP OF THE PANEL UNLESS OTHERWISE NOTED. 1009.3.2 STAIR: MIN.48"w w For SI: 1inch = 25.4 min, 1 square foot= 0.0929 m2. OF EXTINGUISHER. EXTINGUISHERS GROSS WEIGHT TO BE 40 POUNDS. 7). ALL POWER WIRING SHALL BE COPPER #12 AWG MINIMUM SIZE 1011.3 MIN. HEADROOM 80"h 12. SMOKE AND CARBON MONIXIDE DETECTORS TO BE INSTALLED AS REQUIRED SOLID OR STRANDED #8 AWG OR LARGER AND INSULATED. FIRE RESISTANCE(TABLE 601)TYPE 2 FXIT i II IMINATION 1 FIRE PROTECTION a. Class C interior finish materials shall be permitted for wainscotting or paneling of not more than 1,000 square feet of 1011.5.2 TREAD DEPTH: 11" �" w PER CHAPTER 9 OF NYS BUILDING CODE. 8). ALL ELECTRICAL EQUIPMENT SHALL BE GROUNDED IN FULL ACCORDANCE LOCATION HOURS LIGHTED EXIT SIGN z O Q®r7 1011.5.2 MAX. RISER: 7" a applied surface area in the grade lobby where applied directly to a noncombustible base or over furring strips applied to a 13. EXIT SIGNS TO BE LOCATED AT ALL EXTERIOR DOORS RELATED TO ALTERATIONS WITH NEC AND LOCAL CODE REQUIREMENTS, AND BE UL LISTED. INT.NON-BEARING WALLS: 1 w/EMERGENCY LIGHTS noncombustible base andEMERGENCY LIGHTS fireblocked as required by Section 803.15.1. AND INTERIOR DOORS THAT LEAD OUT AS REQUIRED. PROVIDE EMERGENCY 9). COMMUNICATION WIRING SHALL BE SUPPLIED BY MANUFACTURE FLOOR: 1 1011.5.5.1 MAX.NOSING: 1-1/4" O LIGHTING AS REQUIRED. 10). ALL WIRING TO EQUIPMENT SHALL BE OF PROPER SIZE AS PER CODE(S) EXTERIOR WALLS: 1 w/BATTERY BACK UP 1014.2 HANDRAIL HT. 34"min-38"max U z b. In other than Group 1-3 occupancies in bu Idings less than three stories above grade plane, Class B interior finish for AND HARD WIRED IF REQUIRED. REQUIRED 1014.2 HANDRAIL DIA. 1-1/4"min-2"max 11. PROVIDE SMOKE DETECTOR AND CO DETECTORS PER CODE. INTERIOR BEARING WALLS: 1 FIRE EXTINGUISHER w nonsprinklered buildings and Class C interior finish for sprinklered buildings shall be permitted in interior exit stairways RAIL EXTENSION and ramps. ROOF: 1 ® SMOKE/CO DETECTOR 1014.3 TOP&BOTTOM 12 BATHROOM SPECIFICATIONS " c. Requirements for rooms and enclosed spaces shall be based on spaces enclosed by partitions. Where afire-resistance FLOOR OR GROUND SURFACES � MINIMUM PLUMBING FIXTURES 403.1 w rating is required for structural elements, the enclosing partitions shall extend from the floor to the ceiling. Partitions that N.T.S. N.T.S. LOCATION: WATER CLOSETS WATER CLOSETS LAVATORIES LAVATORIES BATHTUBS/ DRINKING FOUNTAIN (MALE): (FEMALE): (MALE): (FEMALE): SHOWERS (COOLER/DISPENSOR): SERVICE SINK: _ do not comply with this shall be considered to be enclosing spaces and the rooms or spaces on both sides shall be considered to be one room or space. In determining the applicable requirements for rooms and enclosed spaces, the BUSINESS USE: 1/25 1/25 1/40 1/40 1/100 1 Bathroom(s) are to be ICC/ANSI compliant Floor or round surfaces are to be stable, 1/2" AGRICULTURE AREA: 1/100 1/100 1/100 1/100 1/100 1 specific occupancy thereof shall be the governing factor regardless of the group classification of the building or structure. so"MIN, 9 i firm, and slip resistant, and shall comply MAX WORKFORCE: 1/10 1/10 1 1 2 1/100 1 Water Supply and drain pipes under lavatories 24" 12" with Section 302. Changes in level in floor d. Lobby areas in Group A-1,A-2 and A-3 occupancies shall be not less than Class B materials. and sinks shall be insulated or otherwise (33 GRAB BAR 9 O (33-36"ABOVE FLOOR) or ground surfaces shall comply with configured to protect against contact. There ® EJ Section 303. WORK FORCE R-3 RESIDENTIAL e. Class C interior finish materials shall be permitted in places of assembly with an occupant load of 300 persons or less. shall be no sharp or abrasive surfaces under 618 Carpet or carpet file shall be securely CARPET ON FLOOR OR GROUND SURFACES lavatories and sinks. 13D FIRE SPRINKLERS AND FIRE ALARM p g p- purposes, paneling g Accesible lavatories and sinks are to comply attatched and shall have a firm cushion, f. For laces of religious worship, wood used for ornamental ur oses,trusses, anelin or chancel furnishing shall be PLANS TO BE SUBMITTED TO THE pad, or backing or no cushion or pad. Carpet BUILDING DEPARTMENT(BY OTHERS) permitted. with Section 606 . FRONT ELEVATION or carpet tile shall have a level loop, textured 114" FOR APPROVAL PRIOR TO INSTALLATION A clear floor or ground space complying loop, level cut pile, or level cut/ uncut pile MAX g. Class B material is required where the building exceeds two stories. with Section 305.3, positioned for foward texture. Pile height shall be 1/2 inch maximum. approach, shall be provided. Knee and toe BAR• Exposed edges of carpet shall be fastened to 0 h. Class C interior finish materials shall be permitted in administrative spaces. clearance compling with Section 306 12"MAX VERTICAL CHANGES IN LEVEL 4z„MIN. floor or ground surfaces and shall trim along N o shall be provided. m the entire length of the exposed edge. Carpet C cn v v i. Class C interior finish materials shall be permitted in rooms with a capacity of four persons or less. The front of lavatories and sinks are to be 2 0 ,� p p y p 34 inches maximum above the floor or ® edge trim shall comply with Section 303. 1/4' 1p 0 m o � Changes in level between 1/4 inch high 1/2" i, p 'COOa 8 j. Class B materials shall be permitted as wainscotting extending not more than 48 inches above the finished floor in ground, measured to the higher of the77 minimum and 1/2 inch high maximum shall M (D `� fixture rim or counter surface. ' z w Corridors and exit access stairways and ramps. be beveled with a slope not steeper than 1:2. o v M Faucets shall comply with Section 309. Changes in level greater than 1/Z inch shall BEVELED CHANGES IN LEVEL Finish materials as provided for in other sections of this code. Hand-operated, self-closing faucets shalt SIDE ELEVATION ramped and shall comply with Section It M be ram remain open for 10 seconds minimum. b, 405 or 406. E Sinks are to be a maximum 6-1/2" deep. Curb rampson accessible routes shall comply 12 I. Applies when protected by an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2. p y 20 1 200 Multiple compartment sinks shall have ��iith Section 406. �1 N W 3 at least one compartment complying with s of curb ramps shall comply with Section m. Corridors in ambulatory care facilities shall be provided with Class A or B materials. the requirement. - Slopes 34" 405.2. MAX COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS w HEIGHT OF LAVATORIES AND SINKS i '. ti t: ".._ i. ° •' n' .,i•, I7­7 t0sdbkS rCr1g:1::'f;itI Li'.s-1 i o»e i r:":::'S F'.; . .'ri'^:::�. `.�:, s:_:•�: t l Acous11ea1 Pcsforman!ce Rere'ence TABLE 721.1(2)WALL ASSEMBLY I2-1.2 w "t ►: i� t 'r. t 1_:`� ,'{',' ASSEMBLY L ASSEMBLY la-1.5 z to center w!ti t•n•o layers 5:e'T e X um O ',_�,� ? �:,,� .•_.�..... ,..._� .. � • -_". .�' .. ., . ,,.,. ..v.�,� �� i 14-1.5 2 HOUR WA L x 4'�•:ood studs 16"on nt r j - '� ' e- ' -• a, �,. ,. ;,',ta Interior Walls wal'boa,d"e_ch side.Ease layers applied vert!ca`ly ar:.ra led w.tn 6d d 15.9 m- S,1 I I! e.r f E_--[tilt Cc4 r:(-."sL"yi t'I ULC Otis U301 r2 USG-81 D218 SA9� A-59 Minimum Finished Thickness Face-To-Face must be 6' cooler o"wallboard'nails at 4'cn center.Face layer apulied vert,ca!y ' .=-� P:llfls C� ±.' A t.�'11: I t',i <r it `?•f_l,?v, {'r UL Des U301 �r:l'r_'3 i:n Sr'_1 ilF'i':S}f 1'Lly Irl';' IICi: 1•:1�!.rl; or ho-izor,ta!!y'and na'led With Ed cooler or wallboard'nails at 7"on center.For na!'-adhesive app!.cation,base layer;are nai!ed ' lk4 , ppmv_d :'all oard C^ coatm of a �- center.Face lays-s aap!ied u'�th e � 5",7�t't+Jl r';t'I.f2l Y';fC:l (::'.il A r=i -2)1'r.,LcvJyr�-1',16*;ur-. adhe veana d z on cenrer, ........ ...................-.._.._. 58 USG-8111219 <11 r.-.� • CE:•'"l..i';:l'",:!"!-i I t1 I11 Two layers of 518"Type X Gypsum Wallboard on / + 2X4 Woad studs at 1 b"on center each side.Ease layer applied vert'ca!!y na"ed V Metal lath nail For I Face layera applied vertically or horzontall and r x wa 6 cooler or wallboard nails�t 9'on tenter, a e a' o`the nor-'EScFROAon v,TA�ps�m wallboard desc-ibe nailed with 8d cooler or wallboard nails at 1"on APPLICABLE FOOTNOTES din this table,/ center.For nail-adhesive a I cation,bas layers gypsum b._se for ven•_er plaster of the same size.thickness and core tyre"h,'I PP 7/8"Neat woad-fibered gypsum a•e nailed 6"on center.Face layers appliedwith be permitted to be substituted for gypsum m:a!!board,provided that plaster on each side coating of approved wallboard adhesive and attachment is identical to that scec f ed for the wal'boa*d,and the joints cm !'.,,y:,.a i , i;,,,:' r f r a' ,;,-; a ,•, !' nailed 12"on center. the face layer a-e reinforced and the ent re surface is cove"ed Wth not less: !1'1ErnSILvl1:11 Lomb^r :'s=lr.° ! a:` i Ci 3.".:, ! c_ ,d : 1+:¢"t t ..i 3:h,I�iCLNIS,ICE) P[7rOr3fI�nCE I RL ItE7E 17Ck NOTE:Other materials may be allowed, than 1 i16--nch gypsum v neer-•'aster, Sul Cb ,� " ��,"-" - � r•` t I'-� ' '• • [ .� ' 1,'=, Ib �' i c, _; 'R�,:• ."- See footnote{ej text. !. Wood structu-al pane„s°iali he permated to be tnstal"ed bFt;^'een the f re .4 protect on and the wood studs on either the inter or or exte-io•side of t',e ci:: 'P,t • 2::'�',� 15.9 li1",:�* 1 S1 ,�R,r 1,�.e�'., ULC Des.L511 Assembly ml Irerorrmended C-58 Lath attached with 6d common wood frame assembles to this table,provided that tl-e length a`the fasteners ate.PC4sRv 1_ x,• �4 1 �' •..'�' �.,�.,; 0.... G'�.ls'.1r1 P:rig:ls rs UL Dr_�L511 vnc��,sL�td i:DT�irol is a Ilea- �I - nails 7"on center driven to 1-1/4" 2 x 4 studs per Assembly 14.1,5 text used to attach the fire protection;s inc eased by an aiTount not less than the .75 rl[ I::",I rl_f'iNil e,�.aIJ.1F;drd r11',l'-'d Pk r): ccimif_ration. penetration an a t v /� .A } penetra d bent over thickness of the wood structural pane!. ' '�`,r � sits T -2}.l0'r�;xx'.1�1z1 1D�lrlr{,l6 1 a Cn / m. For studs with a s'endernes rtio.L/cl, eater than 33,the !� +`'�;�� ` DRAWN: MH/MS Y', ' be reduced to 78 percent of al'o::able F,.For studs with a slenderness rat o. SCALE: (13�.""I _aIG_I'.:ailrBr:' g" design stress shall i l wood structure!panels shall be permitted if F - 1-114" certain nails are increased in length per,: !/,,t not exceeding 33,the design stress sha'I he reduced to 78 pe"cent of the footnote L.See Chapter 23 for required nailing, adjusted stress F'calculated for studs having a s!ertde•ness ratio/e/dof 33, JOB#: :�► 3/7/2023 n. For prcpe^ties of oao'er or'•va'lboard nails,see ASTM C514.ASTM C547 or t; r�T'�r�d� SHEET NUMBER: ASTM F1667. '* 5-1/2" A- 7 REVISIONS: �7 H O COMcheck Software Version COMcheckWeb COMcheck Software Version COMcheckWeb COMcheck Software Version COMcheckWeb COMcheck Software Version COMcheckWeb ACOMcheck Software Version COMcheckWeb inspection Checklist Mechanical Compliance Certificate Exterior Lighting Compliance Certificate Interior Lighting Compliance Certificate Envelope Compliance Certificate p p p W 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 Project Information Project Information requirement,the user cert fies that a code requirement will be met and how that is documented,or that an exception Energy Code: 2018 IECC Project Information Project Information is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. Project Title: KEIL Energy Code: KEIL IECC Energy Code: KEIL IECC Energy Code: KEIL IECC Project Title: KEIL Project Title: KEIL Project Title: KEIL Location: Mattituck,New York Project Type: Addition Project Type: Addition Location: Mattituck,New York Section # Plan(Review Complies? Comments/Assumptions Climate Zone: 4a Exterior Lighting Zone 0(Unspecified) Climate Zone: 4a &Re .ID Project Type: Addition Project Type: Addition w C103.2 jPlans and/or specifications provide all ❑Complies Il Construction Site: Owner/Agent: Designer/Contractor: Vertical Glazing/Wall Area: 2% t� [PR111 Iinformation with which compliance i❑Does Not I Construction Site: Owner/Agent: Designer/Contractor: 5645 ALDRICH LANE NORMAN KEIL WHOLESALE NUSERY O ,can be determined for the building I Construction Site: Owner/Agent: Designer/Contractor: 5645 ALDRICH LANE NORMAN KEIL WHOLESALE NUSERY MATTITUCK,New York Penvelope and document where ❑Not Observable, 5645 ALDRICH LANE NORMAN KEIL WHOLESALE NUSERY MATTITUCK,New York Fexceptions to the standard are ❑Not Applicable R Allowed Interior Lighting Power Construction Site: Owner/Agent: Designer/Contractor: P1 claimed. Lighting Power 5645 ALDRICH LANE NORMAN KEIL WHOLESALE NUSERY M+'( I i MATTITUCK,New York Allowed Exterior Li 9 9 C402.4.1 The vertical fenestration area<=30 'JOComplies Mechanical Systems List A B C D E MATTITUCK,New YorkO [PR10]1 percent of the gross above-grade wall ,❑Does Not I Quantity System Type&Description Area/Surface Category Qumlkw Allowed Tradable Allowed Watts Proposed Interior Lighting Power Building Area Floor Area F=�1 ,"area. F❑Not Observable" Watts 1 Wattage (B x C) ❑Not Applicable p a � 1-Warehouse:Residential 10076 —_� Mechanical Compliance Statement Total TradableWatts(a)= 0 ' , ' ' -- ^ -- - C402,4.1 The skylight area c=3 percent of[he ❑Complies C p [PR1111 igross roof area. ❑Does Not 1 Compliance Statement: The proposed mechanical design represented In this document is consistent with the building plans, Total Alowed Watts= 0 Envelope Assemblies s r❑Not Observable," specifications,and other calculations submitted with this permit application.The proposed mechanical systems have been Total Allowed Supplemental Watts(b)= 350 g ❑Not Applicable t designed to meet the 2018 IECC requirements in COMcheck Version COMcheckWeb and to comply with any applicable (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. Assembly Gross Area Cavity Cont. Proposed Budget U- mandatory requirements listed in the Inspection Checklist. b A supplemental allowance equal to 350 watts may be applied toward compliance of both non-tradable and tradable C402.4.2 iIn enclosed spaces>2,500 ft2 ❑Complies or R-Value R-Value U•Factor Factor(.) areas/surfaces. aces. Perimeter [PR14]1 ;directly under a roof with ceiling ❑Does Not ? Ext.Wall:Wood-Framed,16in.o.c.,[Bldg.Use 1-Warehouse] 1576 21.0 0.0 0.062 0.064 heights>15 ft.and used as an office, t t Name-Title Signature Date Proposed Exterior Lighting Power _ Door:Insulated Metal,Swinging,[Bldg.Use 1-Warehouse] 21 — __ 0.062 0.064 )lobby,atrium,concourse,corridor, ❑Not Observable, storage,gymnaslLir exercise center, ❑Not Applicable t ,convention center,automotive I t *ti,`�.'u _ " (d rj: dot �` 4 AAIi Window:Wood Frame:operable,Perf.Specs Product ID 1 t �� � ., .. ..� .. - .. ... _._..�. ..._,. .. ..-- -� - -- � .. .� m roduc 28 -- — 0.280 0.450 P 610 service,manufacturing,non- I I CW23,SHGC 0.34,[Bldg.Use 1-Warehouse](b) ,refrigerated warehouse,retail store, I k Roof:Attic Roof,Steel joists,[Bldg.Use 1-Warehouse] 1557 42.0 0.0 0.032 0.027 ,refrigerated area, t t (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. tfollo owing requirements or workshop,the t t (b)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation, [following requirements apply:(a)the t , daylight zone under skylights Is>= , I half the floor area (b)the skylight : I ( & I `� 'j I �--. area to daylight zone is>=3 percent , I with a skylight VT>=0.40;or a r I Y �-- minimum skylight effective aperture t I >=1 percent. 0 I Envelope l ncCOmplt.•aThe proposed nce Statement design represented In this document .plans, - ent Is consistent with the building plans,C405.5 specifications,and other calculations submitted with this permit application.The proposed envelope systems have been W designed to meet the 2018 IECC requirements in COMcheck Version COMcheckWeb and to comply with any applicable [PR161 Group to dwelling units have ❑Complies mandatory requirements listed in the Inspection Checklist PP P P p Y (PR16]1 4(separate electrical meters. ❑Does Not t '❑Not Observable," ❑Not Applicable I C406 ,Plans,specifications,and/or ❑Complies y g Name-Title Signature Date [PR911 calculations provide all Information ,[]Does Not I with which compliance can be t idetermined for the additional energy [:]Not Observable= Wefficiency package options. 1❑Not Applicable t Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 Imeclum Impact(Tier 2) 3 Low Impact(Tier 3) T+ W Project Title: KEIL Report date: 02/16/23 Project Title: KEIL Report date: 02/16/23 Project Title: KEIL Report date: 02/16/23 Project Title: KEIL Report date: 02/16/23 Project Title: KEIL Report date: 02/16/23 O F+U-1 Data filename: Page 5 of 11 Data filename: Page 4 of 11 Data filename: Page 3 of 11 Data filename: Page 2 of 11 Data filename: Page 1 of 11 FFWww7 U F4 Section Section Section Section Section # Final Inspection Complies? Comments/Assumptions # Insulation Inspection Complies? T Comments/Assumptions # Rough-In Electrical Inspection Complies? Comments/Assumptions # Mechanical Rough-In Inspection Complies? Comments/Assumptions # Framing/Rough-In Inspection Complies? Comments/Assumptions &Re .ID &Re .ID &Re .ID &Re .ID C303.1 :Roof insulation installed per ❑Complies C405.6 Low-voltage dry-type distribution ❑Complies f C402.5.5, ,Stair and elevator shaft vents have `,❑Complies , C303.1.3 Fenestration products rated in ❑Complies C402.5.6 Weatherseals installed on all loading ❑Complies , [IN3]1 manufacturer's instructions.Blown or ❑Does Not [Ell electric transformers meet the rElDoes Not t C403.2.4, motorized dampers that automatically ❑Does Not I [FR12]1 accordance with NFRC. ❑Does Not t IFI3711 'dock cargo door openings and provide Not I 'poured 5ose-fill insulation Is Installed a minimum efficiency requirements of I t 3 close.Refernece section C403.7.7 for ¢ ¢ , ¢ �I direct contact along the top and sides I ° only where the roof slope Is<=3 In ❑Not Observable Table C405.6. ❑Not Obse vable t [ME313 operational details. j]Not Observable a ❑Not Observable i �i ❑Not Observable" Y p +❑Not Applicable . lof vehicles parked in the doorway. B t12• ❑Not Applicable (❑Not Applicable t ❑Not Applicable p ¢ ❑Not Applicable t c405.7 Electric motors meet the minimum ❑Complies ¢ t C303.1.3 ,Fenestration products are certified as ;❑Complies C402.2.1 ;Insulation Installed on a suspended ❑Complies v z C403.7.7 Outdoor air and exhausts stems have❑Com lies C402.5.8 .Recessed luminaires in thermal (❑Complies [IN20]1 +ceiling having ceiling tiles is not being 'ODoes Not ¢ [EL27] efficiency requirements of Tables ;❑Does Not t ME58p motorized dam ers that automaticall ❑Doe,"Not j [FR13]1 pto performance labels or certificates :ODoes Not r [F126]3 envelope to limit infiltration and be IC ❑Does Not s eclfied for roor/ceilin assemblies. t C405.7(1)through C405.7(4I. t t [ P Y s P 9 ?[:]Not Observable a shut when not in use and meet ,"provided. s rated and labeled.Seal between t iContinuous insulation board installed ❑Not Observable Efficiency verified through certification ]Not Observable 1 ,❑Not Observable c O interior finish and luminaire housing. ]Not Observable ❑Not A ,"licable ¢ under an approved certification ,❑Not Applicable I maximum leakage rates.Check I g 9 i in 2 or more layers with edge joints P , f ` �0Not Applicable ❑Not Applicable I I �program or the equipment efficiency `gravity dampers where allowed. ,❑Not Applicable I C402.4.3 Vertical fenestration SHGC value, ❑Complies See the Envelope Assemblies tablL for values. %offset between layers. ratings shall be provided by motor i P Reference section language for ! ) C408.1.1 ',Building operations and maintenance ❑Complies i C303.1 Building envelope insulation is labeled.❑Complies i manufacturer(where certification I :operational details. [FR10]1 t ❑Does Not E [FI57]1 documents will be provided to the ,❑Does Not [Ilsill 'with R-value or insulation certificate ❑Does Not I programs do not exist). I C ❑Not Observable; owner.Documents will cover t Not Observable; providing R-value and other relevant I Additional Comments/Assumptions: (manufacturers'information, Not Observable C405.8.2, Escalators and moving walks comply ❑Com lies ❑Not Applicable k ❑ data. ❑ I 9 P Y i P t Pp ¢ Not Applicable I' C402.4.3, ,"installed vertical fenestration U-factor,❑Complies See the Envelope Assemblies table for values, specifications,programming PP ❑Not Applicable I C405.8.2. with ASME A77.1/CSA B44 and have ,❑Does Not , procedures and means of illustrating I t 1 automatic controls configured to f C402.4.3. and SHGC consistent with label :❑Does Not t P 9 t r C303.2 Above-grade wall insulation installed ,❑Complies , (EL28]t reduce speed to the minimum ❑Not Observable j 4 I to owner how building,equipment and I e [IN7]1 per manufacturer's instructions. ❑Does Not F ❑Not Applicable ¢ ispecifications and as reported in plans systems are intended to be installed, ¢ ¢ p , I ;permitted speed in accordance with t PP t [FRB]1 land COMcheck reports. ❑Not Observable maintained,and operated. a []Not Observable. -ASME A17.1/CSA B44 or applicable ¢ I k ❑Not Applicable R p ❑Not Applicable + local code when not conveying t i t e € Additional Comments/Assumptions: C105 .Installed above-grade wall Insulation ,❑Complies See the EnvelopeAssembl/es table for values. passengers. ¢ " C402.5.1 The building envelope contains a ❑Complies t [IN611 !type and R-value consistent with ❑Does Not t C405.9 Total voltage drop across the Complies 4 (FR16]1 wcontinuous air barrier that is sealed in ODoes Not insulation specifications reported in t ¢ [EL291Z combination of feeders and branch FI]Does Not ¢ Ian approved manner and either t t ❑Not Observable :circuits<=5%. t t constructed or tested In an approved ❑Nat Observable. plans and COMcheck reports. k ❑Not Observable ❑Not A (+cable t ❑Not Applicable t ! manner.Air barrier penetrations are pP• O ❑Not Applicable I sealed in an approved manner. t C402,2.6 Radiantpanels and associated ,DComplies E N Q C [IN1813 components,designed for heat ❑Does Not I Additional Comments/Assumptions: C402.5.2, ,Factory-built fenestration and doors ❑Complies , tri + r. O C402.5.4 are labeled as meeting air leakage ❑Does Not t c� M Qj V transferfrom the panel surfaces to the ¢ [FR18] requirements. I e V occupants or indoor space are ❑Not Observable 4 3 a ❑Not Observable t- insulated with a minimum of R-3.5. ❑Not Applicable t X ❑NotApplicable r O t1i C105 Installed roof Insulation type and R- ❑Com lies iSee the Envelope Assemblies table for values. m 1 P p C402.5.7 Vestibules are installed on all building M m O [IN2] value consistent with insulation w❑Does Not I [FR1713 .entrances.Doors have self-closing ❑Does Not } r_4 —� v !specifications reported in plans and COMcheck reports,For some ceiling ❑Not Observable,; isystems,verification may need to ❑Not Applicable I devices. e-•� iy Fotcur during Framing Inspection. 4 t❑Not Observable m ❑Not Applicable I � Li, •+••, �CC4 C402.5.1. �AII sources of air leakage in the ❑Complies Additional Comments/Assumptions: 0 v ti \ 1 "building thermal envelope are sealed, ❑Does Not [IN111 (caulked,gasketed,weather stripped t O �, toe wrapped Tapmoisture a vapor- ❑Not Applicable I etS V ❑Not Observable` permeable wra in material to PP ?minimize air leakage. , t Additional Comments/Assumptions: 01� Ulzt + U) 'U" 00 Qt, t-� O 1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 Low Impact(Tier 3) 1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 IlLow impact(Tier—3) _1 1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1 3 1 Low Impact(Tier 3) Q Project Title: KEIL Report date: 02/16/23 Project Title: KEIL Report date: 02/16/23 Project Title: KEIL Report date: 02/16/23 Project Title: KEIL Report date: 02/16/23 'M 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Data filename: Page 10 of 11 Data filename: Page 9 of 11 Data filename: Page 8 of 11 Data filename: Page 7 of 11 N Project Title: KEIL Report date: 02/16/23 Data filename: Page 11 of 11 W V N �w• A 4,• ., l,a c- rj DRAWN: MH/MS $ ^/ SCALE: JOB#: 3/7/2023 +. ".p}t' l% SHEET NUMBER: A- 8 r. SITE DATA: ll APR 15 2024 SUFFOLK COUNTY DEPARTMENT OF HEALTH S FFOLK Co.IDEA T!'! DER VI E APPROVAL J UN E 109 2005 C10-04-0005 4 SCTM # 1000-120-03-11 .013-11 .014 METES AND BOUNDS: ALDRICH LANE S 180 25' 20" E 200.01 ALDRICH LANE STAN LEY ISAKSEN, J R 1830.7T AUGUST 22, 2003 i L - i o 0 19714,9298.32 SF o N O F C 00N 39.35 ACRES z P&E,LLC CN 0 v � ° N 00 GROUNDWATER MANAGEMENT ZONE: 1V 300 gpd X 3 9.3 5 acres > = 11805 C� N 1 O 1 F I N 10 1 F N 10 1 F I M^ SHIRLEY ANNE FENDERSON I WILLIAM NEDOSZYTKO& JOESPH LEBKUECHER BUILDING: 11600 SF ' N I BARBARA A.RYCHWALSKI I W I I w I —I S 190 43' 00" E 659.71' i S 200 02' 40" E 940.64' � I L — — — — — — — — — — — — — — — — — — — — — — — — — — — W ' I I CONC.w/ GREENHOUSE I EXISTING GREENHOUSE GAS METER O �, C) � I GREENHOUSE V EXISTING GREENHOUSE �v � r^ ✓r EXISTING GREENHOUSE ,^ ^ ! I Imo/ t r Z ' O i 0 EXISTING GREENHOUSE ZD E EACHING EXISTING GREENHOUSE N O Q ! POOL M I ® I EXISTING GREENHOUSE EX. SEPTIC a V! I I EXISTING GREENHOUSE , ..•-••-•.•-•••••,--••••-'.•----'--., TANK EXISTING GREENHOUSE L _ EXISTING GREENHOUSE i I ; CREENHOUEE GREENHOUSE ' t ! EXISTING GREENHOUSE TEST LAJ HOLE /Oy� e EXISTING GREENHOUSE xr:Nx � ' `N ! — 1 •' 1 EXISTING GREENHOUSE .... .••... ........ y•• .. M N O F O N JOESPH LEBKUECHER / I x toNwnoNeo awd EXISTING GREENHOUSE 'L........ / f� EXISTING GREENHOUSE _ EXISTING GREENHOUSE METAL CONC. I EXISTING GREENHOUSE O h N &EOL 1 F EXISTING GREENHOUSE BUILDING b P Z � x EXISTING GREENHOUSE EXISTING GREENHOUSE [u CONC.IAD w/ E/ ISO TANKIC O I yi EXISTING NHOUSE CaNeuroz 658.1' O N CONCO EXISTING GREENHOUSE EXISTING GREENHOUSE dle.X ZO'deep METAL TOWN OF SOUTHOLD /j jj UT) ^ N E LEACHING POOL I CONSERVATION EXISTING GREENHOUSE V1 ' CONC. IS Ou EASEMENT EXISTING GREENHOUSE x _._._._.—..._._..._._._EXISTING GREENHOUSE WEL/ j C TOWN OF SOUTHOLD EXISTING GREENHOUSE / / O CONSERVATION �+ EXISTING GREENHOUSE j / / EASEMENT 66 \ to EXISTING GREENHOUSE j / j CY tY EXISTING GREENHOUSE7-7 j I EXISTING GREENHOUSE j % GREENHousE� / I V AY �7 u� Lr) U EXISTING GREENHOUSE ^ r` •r r' /•* Y A p� O ;3 _ fJ i� sv �Z EXISTING GREENHOUSE a EXISTING GREENHOUSE W/GAS TANK r—CONC.PAD N O c F Q+ a'� GREENHOUSE CONC. PAD w/ -• Q� O EXISTING GREENHOUSE `er//''�� JOESPH LEBKUECHER GENERATOR W x EXISTINGGREENHOUSE O M M Em� cn e M EXISTING GREENHOUSE (�] u. r EXISTING GREENHOUSE � lf1 EXISTING GREENHOUSE V (� C) IN EXISTING GREENHOUSE ¢ 8 2 O O - - - - - - - - - -'- -'- z O O N 190 45' 00" 1269.831 W i ° ' " le 388.21' I N 19 47 10 W I 10 4 SUBJECT To �S It�ii�� ,l t`t t�e ES'fKlC'i101� a O PARKING LOT X 11 50 i N O F O N O F i JOESPHLEBKUECHER C-20-0244 12 O BIG E FARM I � CONC. PAD w/ :CIF"F � ' ..:; . "3.... _ _�.ICES Ln 2 AG DIESEL TANKS o a GREENH� - . APR, 1 S X41 Date: SITE PLAN 1 r : Th OO = ,,... .t . 'b' i.^::. =. ....,... :.t :Af °i DRAWN: MH/MS WELL SCALE: �eE �ooe � "°� �;. < , �• . . CC1'�I„tC i,;,, £:' `��'.� tC;' SCALE' 255' at, 0 ..*. ._ f:;..._X _tt)ry JOB#• 4/12/2024 �. •t�a- w' 6 SHEET NUMBER: PARTIAL SITE PLAN e ee PAGE 1 OF 2 REVISIONS: SITE DATA: SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL J UN E 109 2005 C10-04-0005 LU Q SCTM # 1000-120-03-11 .013-11 .014 METES AND BOUNDS: _o ALDRICH LANE S 1$0 25' 20" E 200.0' ALDRICH LANE STANLEY ISAKSEN, JR � 1830.77' AUGUST 22, 2003 w i LU 1 ,714,298.32 SF Q - Oo Q o N O F N 00N 39.35 ACRES 7 P&E,LLC ry CO rq 00 N ° GROUNDWATER MANAGEMENT o ZONE: IV a 300 gpd X 39.35 acres > = 11805 o � Mn N O F N O NEDO S2YTK0&F N O F JOESPH LEBKUECHER BUILDING: 11600 SF SHIRLEY ANNE FENDERSON WILLIAM , ' N I BARBARA A.RYCHWALSKI I I W S 190 43' 00" E i 659.71' i S 200 02' 40" E 940.64' 1 DEC 13 2023 L — — — — — — — — — — — — — — — — — — — — — — — — — — - .w/ SUFFOLK CO.HEALTH SERVICES w EXISTING GREENHOUSE GAS METER OFFICE OF WASTEWATER MGMT, �, W zx EXISTING GREENHOUSE O ^ Q V '^ LL EXISTING GREENHOUSE x ►-1 ((��] w EXISTING GREENHOUSE EXISTING GREENHOUSE N O Q M U EXISTING GREENHOUSE _ ____ ___ ______ _ _ EXISTING GREENHOUSE .^ ' x EXISTING GREENHOUSE PARKING LOT u� Z (0.EMOVEO) w EXISTING GREENHOUSE i ' •�'�' j GREENHOUSE ' EXISTING GREENHOUSE t*E --• I TEST �� O HOLE x x tFRrIC I GREENHOUSE rY1 EXISTING GREENHOUSE x ' ; R.I HDS REDO• : E EXISTING GREENHOUSE N O F ExisrPatrRpc»otEanNDHEn 0 (v JOESPH LEBKUECHER x EXISTING GREENHOUSE oNarnoNEnseAGE ' WATER EXISTING GREENHOUSE ICON ECTIONcowc V1 x EXISTING GREENHOUSE n I -- M AL EXISTING GREENHOUSE O N O F EXISTING GREENHOUSE / BUIL ING P&E,LLC tU EXISTING GREENHOUSE tLL'i EXISTING GREENHOUSE c" Aoo"[) CONC.R w/•: /G0.EENHOUS ��/ t; w EXISTING GREENHOUSE `E"E" x j EXISTING GREENHOUSE / // j ' V M EXISTING GREENHOUSE 9 O M j TOWN OF SOUTHOLD x CONSERVATION EXISTING GREENHOUSE o / / 1 O / i1etise3F1aaApproved ` 2- ) E`1 c—PAD w, EASEMENT EXISTING GREENHOUSE Eee DIESEL*eNx v, �/s / (/•���''�/ X U - - - - - - - - - - - - <_-- 5 v x EXISTING GREENHOUSE D jjjII'C5 m O zss J TOWN OF SOUTHOLD v a EXISTING GREENHOUSE / CONSERVATION O O v v, EXISTING GREENHOUSE \ N EASEMENT ;14 v x w EXISTING GREENHOUSE EXISTING GREENHOUSE GREENHOVSE/ _ ,n,..r'^' x EXISTING GREENHOUSEEn EXISTING GREENHOUSE j -•.�. , 4�E00 SS GREENHOUSE •� x EXISTIN G O '; /x EXISTING GREENHOUSE W/GAS TADNK �O}, T- A 1 O F OEXISTING GREENHOUSE v JOE�SPPH LEBKUECHER M O w " EXISTING GREENHOUSE ° M V MZ EXISTING GREENHOUSE *' W r°„ w x EXISTING GREENHOUSELU "tic+ U EXISTING GREENHOUSE ` A EXISTING GREENHOUSE U) —.—.—.—.—.—.—.—.—.—.—.... ------,-------•--------- ',, t. ; ' V 0 aCJ N 190 45 00 W I N 19° 47' 10" W i 1269.83 388.21 N I O F U N 1 O 1 F i JOESPH LEBKUECHER x BIG E FARM Suffolk County Department of Health Services for Construction rov Appal rucon- ter That,Single Famil • � ti Oh i? Y Referen —��'O2 Design ,cw/� �Q i These plans have been review r general conform a with Suffolk I County Department of Health Sen'ices standards,relatipg to water supply SITE PLAN. and sewage disposal. Regardless of any omissions,inconsistenccs or lack i SCALE: 1" = 100' of detail, construction is required be in accordance with the attached i DRAWN: MH/Ms permit conditions and applicable t ndards unless Specifically waived by SCALE: the Department. This approval e p res Z vea from the appr date, JOB#: unless xte edorrenewed. { 12/7/2023 0 SHEET NUMBER: Approv 1 Date S- 1 PAGE 1 OF 2 REVISIONS: SCTM # 1000-120-03-11 .013-11 .014 SANITARY DESIGN ` T ' METES AND BOUNDS: ROOMING HOUSE: 10 BEDS 75 GAL / BED = 750 GAL STAN LEY ISAKSEN, J R (TOTAL FLOW) - - - - - - - - - - AUGUST 22, 2003 T I I Z SEPTIC TANK 39.35 ACRES � r — 0 750 GALLONS X 2 DAYS = 1500 GALLONS LEACHING POOL 750 GALLONS / 1.5 = 500 SF LEACHING I I i DEC 13 2023 -t� SUFFOLK CO.HEALTH SE • I I PARKING LOT I OFFICE OF WASTEWATER MGMT Q 500 SF / 25 = 20 VF 8 dia LP i I I � I (REMOVED) I p i i II i i i i i i i i i C) GREENF a L _ — I— _ 1 — I— _ _1 _ _ L _ J,_ _ L, _ _I _ — .L. _ —I— _ J D ExI.- 7GREENHOUSE BUILDING fF 0.5 AND MEET THE REQUIREMENTS OF ACCESS COVERS TO BE TRAFFIC BEARING AASHTO H-20 LOADING AND MEET THE REQUIREMENTS OFILOCKING CASTING LOCKING CASTING AASHTO H-20 LOADING EL 0.0 TO GRADE FINISHED GRADE TO GRADE EL 0.0 TO 6 E REMOVED I I W ''MIN. I 2'MAX. PER S HDS REQ. SEPTIC TANK TO BE TRAFFIC BEARING LEACHING POOLS TO BE TRAFFIC BEARING L — — — — — — — I— _ 1— — — — — — — — — AND MEET THE REQUIREMENTS OF 20 r MIN. AND MEET THE REQUIREMENTS OF I I AASHTO H-20/HS-20 LOADING MIN 4'MAX AASHTO H-20/HS-20 LOADING I INV EL I I BAFFLE -1.3 5� WALL 1 1 8' 801 INV E CLASS 2400 4"dia.PIPE INV EL 6" 6" MIN.4"dia -1.7 INV EL CLASS 2400 4"dia. PIPE INV EL INLET I j I — — — — — 1.5 min. EQUIVALENT W ¢ 3 min.PITCH 1/4"/1' 14 18 .2,2 OR EQUIVALENT _2,3 — 8„ min.PITCH 1/871 5 I 8'X20' Z 1500ga1 LEACHING / O Q GAS -( SEPTIC POOL METE TANK INV EL I I CLEAN— Q �U 7.5 3 AN SAND +{ �— SAND COLLAR 1 INV EL I COLLAR I A 01 22.6 EXPANS ON '1\ _ /I I R ~ Y MIN B POO 0 WATER T MIN PMIN., ,0„1 I N I• O C ON ECTION _ GROUND WATER GROUND WATER I O MIN .................I 1 w '_ CONCO . . ............. I SEPTIC DESIGN (,,B'dia.X20' ep I 1 w - / O LEACHING POOL ME AL z fe* w \ BUIL ING 0 s 0 a� G v �0 v / l �n L) t MIXED SAND AND LOAM CONC. 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JOESPH LEBKUECHER BUILDING: 11600 SF ' N I BAP BARA A.RYCHWALSKI I I w S 190 43' 00" E i 659.71' i S 200 02' 40" E 940.64' ' W CONC.w/ EXISTING GREENHOUSE GAS METER V- x 0 w EXISTING GREENHOUSE Z, O z U. EXISTING GREENHOUSE x O QEXISTING GREENHOUSE ! � U EXISTING GREENHOUSE m I O Q A x EXISTING GREENHOUSE I F� EXISTING GREENHOUSE x EXISTING GREENHOUSE I X.PARKING i H f w EXISTING GREENHOUSE f LU ®® f EXISTING GREENHOUSE E„ E" �PROPO5E0rooi�'�ON TEST Q w >.' HOLE x ° ^ EXISTING GREENHOUSE TO„REMOVFo Roos `® aoCH1NLO°`I PERtt"w Req J EXISTING GREENHOUSE o (1n N O F x a wciPaaRmc°i is qp O N JOESPH LEBKUECHER EXISTING GREENHOUSE /ecn+n�rwt+e°9hneL- EXISTING GREENHOUSE WATER CON ECTION v1 x EXISTING CREENHOUSE M AL CONC. 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Z EXISTING GREENHOUSE I I �°• ' W MX E~ wx EXISTING GREENHOUSE L — — — — — — — — — — — — — — — — J �� `� EXISTING GREENHOUSE E Y � P O EXISTING CREENI-OUSE I N 190 45' 00" W i 1269.83' AUG 0 b 202?. � �: Y�, a�� �'��'" N i N 190 47 10 W 388.21 i BUILDING DEPI. N 01 F U N 1 O 1 F i JOESPH LEBKUECHER x BIG E FARM i r• I i Suffolk Countyt of Health Services Approval for Constnxtio�her Thm StngleP=Uy SUBJECT To COVENANTS i RESTRICTIONS LieiR ,j%:` Ref Eo*n— of '��� 'O2 Deti�iF'low7� PACE L Ls.:(s� Y1'11 I SITEPLAN These plans have been r v ewed for general farmnnoe whh olk County Department of Health Services standards,relating to water supply SCALE: 1" = 100' and sewage disposal. Regardless of any omissions.inconssistences or lack DRAWN: MH/MS detail,construction is required o be in accor+dmxv with the attached SCALE: permit conditions and applicablk s ndards unless spedfEically waived by JOB#: the Department. This approval 4 x 'res vears ftern the app,ml te, 7/11/2022 unl 5ext ndedorrenewed. SHEET NUMBER: 5 0 22 . ;* APP al Ltte I IS- I PAGE 1 OF 2 REVISIONS: SCTM # 1000-120-03-11 .013-11 .014 SANITARY DESIGN METES AND BOUNDS: ROOMING HOUSE: 10 BEDS 75 GAL / BED = 750 GAL STAN LEY ISAKSEN, J R (TOTAL FLOW) AUGUST 22, 2003 SEPTIC TANK 39.35 ACRES 750 GALLONS X 2 DAYS = 1500 GALLONS H W LEACHING POOL � 750 GALLONS / 1.5 = 500 SF LEACHING 500 SF / 25 = 20 VF 8 dia LP EX, PARKING w A NO DRAINAGE O STRUCTURES P4 saw a ® r� PROPOSED EXPANS ON 1 Q / Fj CD POOL �V PROPOSED 8'dia. 10'd eBUILDING FF 0.5 z �� pLOCKING CASTING LOCKING CASTING LOCKING CASTINGLEACHING POOL EL 0.0 TO GRADE MIN FINISHED GRADE TO GRADE TO GRADE EL 0.0 TO B E REMOV0� PROPOSED 1500gaL. W 'MAX. PER SCHDS REQ. `A� �/ SEPTIC TANK 20 P MIN. I'MIN. O MIN. 4'MAX 4'MAX C L AN UT 0 INV EL INV EL ICI' BAFFLE -2.4 NLE WALL ► -2.4 INV E VC SS 2400 4"dia.PIPE INV EL 6" 6" 8-2.0 R EQUIVALENT 2.8 INV EL CLASS 24004"dia.PIPEINV EL MIINLET la MINLETla 8018OR EQUIVALENT in.PITCH 1/4'/1' 14 -3.3 -3.4 8„ min.PITCH 1/8"/1' / U 5' I / W 8 X10 8'X10' / / ^ U 1500gal I LEACHING LEACHING Z SEPTIC POOL POOL TANK INV EL I I �� O Q -8 6 T CLEAN 3'CLEAN a U SAND SAND COLLAR �— COLLAR INV EL INV EL I H I a'MIN f� 8. kn 12.9 12.9 81 3'MIN 3'MIN CATER w GROUND WATER GROUND WATER CON ECTION z SEPTIC DESIGN CONC ._ O 4 ME, AL z N BUIL ING 0 co N � m 4 � o C, M .2 .— EL.0.0 v 4 Or+ � Ua° ,z MIXED SAND AND LOAM x CONC. PAD w/ Mu � -3.0' ^r Cn 00 GENERATOR W PALE BROWN FINE SAND , r�'�IN 9!1 d , ~ SP P Akti g t ' O Ln Ewa< 21' PARTIAL SITE PLAN u = NOTE:NO WATER ENCOUNTERED BELOW SURFACE SCALE: 1" 20'-0" x TEST HOLE DATA MCDONALD GEOSCIENCE DATE:07/05/2022 SUma TO C01( NANTS RESTRICTIONS LIBER/,) /, SUFFOLK COUNTY DEPARTMEN joF PAGE. SERVICES M � )/ "PROVED REMENCEN AI4REF: C 2.© -02 SEE DRAWING# 1 ��..,,:,.. IV�ITIwS DRAWN: MH/MS REVMWM*s►Mums: SCALE: JOB#: 7/11/2022 SIIEET NUMBER: I S-2 PAGE 2OF2 REVISIONS: SITE DATA: SUFFOLK COUNTY DEPARTMENT OF HEALTH w APPROVAL J UN E 105 2005 C10-04-0005 Q SCTM # 1000-120-03-11 .013-11 .014 METES AND BOUNDS: _z 0 ALDRICH LANE S 180 25' 20" E 200.0' ALDRICH LANE STANLEY 1SAKSEN, JR � 1830.77' r AUGUST 22, 2003 w r LU r � � _ , 0 1 ,714,298.32 SF Q o N O F C r ON 39. 35 ACRES Z P&E,LLC L r 00 N ° r GROUNDWATER MANAGEMENT o r � ZONE: IV r r 300 gpd X 3 9.3 5 acres r > = 11805 o � r MN SHIRLE N O F ! N O F N O F BUILDING: 11600 SF Y ANNE FENDERSON � WILLIAM NEDO.ZYTKO& . 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U O EXISTING GREENHOUSE —.—.—.—.—.—.—._.—.—.—.—. "---"—"—".—"_._.—"—"---"_N 190 4 0 N 190 47' 10" W 1269.83 H 388.21E SUCJECT TO COVENANTS E RESTRICTIONS LIFER �S APR 0 7 2023 N O F N 1 O 1 F JOESPH LEBKUECHER PAGE SUFFOLK CO.HEALTH SERVICES i BIG E FARM OFFICE OF WASTEWATER MGMT. i Suffolk County Department of Health Services Approval for Construction-Other Thwi Single Family Reference No.C —2 0—O 2 Design Flow S� P Low SITE PLAN These plans have been iewed for general con rr:ance with ffoik County Department of Health Services standards,relating to water supply SCALE: V = 100' and sewage disposal. Regardlms of any omissions,inconsistences or lack DRAWN: MH/MS of detail,construction is required to be in accordance with the attached SCALE: permit conditions and applicable standards unless specifically waived by JOB#: the Department. This approval ires " vears from the approval date, 3/20/2023 unless eaten ed or mneweA (L SHEET NUMBER: A+ov85 � I a Date Revrcw �r 4 PAGE 1 OF 2 REVISIONS: SCTM # 1000-120-03-11 .013-11 .014 SANITARY DESIGN ` ' METES AND BOUNDS: ROOMING HOUSE: 10 BEDS 75 GAL / BED = 750 GAL STAN LEY iSAKSEN , J R (TOTAL FLOW) r - - - - - - - - - - - - - - - - - - - AUGUST 22, 2003 Z SEPTIC TANK I _ _ _ _ — _ _ _ _ _ _ _ r — — I— — -r — r —I r i r -1 r —1— 1 39. 35 ACRESI 750 GALLONS X 2 DAYS = 1500 GALLONS I I I I I I I I i I I 1 I I I I I I I I I I I I I I LEACHING POOL I I I I I 1 I 1 1 I 1 1 I I 750 GALLONS / 1.5 = 500 SF LEACHING I I I ; I PARKING LOT ; Q 500 SF / 25 = 20 VF 8 dia LP (REMOVED) p I I I I I I I I I i I I I O 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 GREEN f a I I 1 I I 1 I I I I I I I L - - I- - 1 I- - 1- - -1 - - L- _ J°- - lr - -I - - L - -' - - J DSEPTIC IEX. GREENHOUSEBUILDING FF 0.5 AND MEET THE REQUIREMENTS OF ACCESS COVERS TO BE TRAFFIC BEARING I AASHTO H-20 LOADING AND MEET THE REQUIREMENTS OF AASHTO H-20 LOADING LOCKING CASTING LOCKING CASTING LOCKING CASTING EL 0.0 TO GRADE FINISHED GRADE TO GRADE TO GRADE EL 0.0TO BE REMOVED 1 I W ''MIN. 2'MAX. PER SCHDS REQ. I SEPTIC TANK TO BE TRAFFIC BEARING LEACHING POOLS TO BE TRAFFIC BEARING I- — — — — — — — — — — — — — — — — — — AND MEET THE REQUIREMENTS OF 20"� V MIN. AND MEET THE REQUIREMENTS OF I'MIN. I I AASHTO H-20/HS-20 LOADING 4'MAX AASHTO H-20/HS-20 LOADING 4'MAX I I MIN. INV EL I I BAFFLE -1.3 I 5' WALL 8' I I o INV E CLASS 2,100 4"dia. PIPE INV EL 6" 6" r MIN.4"dia MIN.4"dia oo' CLASS 2400 4"dia. PIPE I � I -1.5 OR EQUIVALENT -1.7 INV EL INV EL INLET INLET W 0 min.PITCH 1/4"/1' 14 18" -2.2 OR EQUIVALENT -2.3 g j L — — — — — — Q 8„ min.PITCH 1/8'/1' I I PROPOSED 1500 aL. V1 p- 5 I I SEPTIC TANK 1 8'Xio' 8'X10' 1500ga1 LEACHING LEACHING / O SEPTIC I POOL POOL 1 O -Sr C U TANK IN?5 L 3'CLEAN Q 3'CLEAN COLLAR �— SANDCOL PROPOSED PROPOSED EXPANSION _` � W \ � 1 INV EL INV EL I POOL 8 -12.6 Sol 8 -12.6 10.7' ``_'; 13' 3'MIN WATER � 3'MIN 3'MIN PROPOSED 8'dia. 10'deep CON � ECTION GROUND WATER GROUND WATER LEACHING POOL SEPTIC DESIGN CONCOo M E AL z NO DRAINAGE STRUCTURES BUIL ING 0 v O M ram-+ N 52) 2 �F. EL.0.0 Q �-+ X o � Ln ° v MIXED SAND AND LOAM S#IL' cf TO COYERMTS @ RESTRICTIONS LIBER D)' M CONC. PAD w/ a PAGE � " -3.0, GENERATOR v � N � v GREENHOUSE a .y Ln CONC. PAD w/ - M A ti GENERATOR ,. . /ut c= PALE BROWN FINE SAND d3 a} { > p V O SP j (!) i oir PARTIAL SITE PLAN SCALE: 1" = 20'-0" NOTE:NO WATER ENCOUNTERED BELOW SURFACE TEST HOLE DATA McDONALD GEOSCIENCE SUFF'OLK COUNTY DEPARTNIENTC) °F 1-1f:�'s.�.H S.ERVIC DATE:07/05/2022 AP P r. 'T' E� REF UEYC..R . o C 20 2 SEED, DRAWN: MH/MS Y;1 IT -- t�t0NS SCALE: REVIEWEWSJ ITInLS: JOB#: 3/20/2023 SHEET NUMBER: S-2 PAGE 2OF2 RI VISIONS: z 3 Q z ALDRICH LANE S 31042'10" E 200.0' ALDRICH LANE 183C.68 1 W LLI Q W Z N F c1lo ' ^N � P 6 E.t1C ev �N - O O � a 1 80 i i N O F i N O F ! N O F %O ^ SHIRLEY ANNE FENDERSON I VALLIAM NEDOSMRo d! IOESPH LEBKUECHER W ' N I BARBARA A.RYCHVL'ALM I � I I 1 S 32059'50" E i 659.71' i S 33019'30" E 940.64' � � z - - — — — — — — — — — — — — — — — — — — — — — — — - 0 _ w Er:mvc caEE�'tK�Laf 080 LL I E� GCRE�H° F en ��/� z C !I fv!f-nG CAEf':NCI:SE On% vl < 0 I IXISTItiG G4ET_tiNCL'SE %0 1 J IXtiT:`..G CREF`:HO:.'SE I V1 O G IXIS'^.G GaErA[Y'SE I � rl i E%'S'T.G CREE,,,JUSE I F- z IX'S•"+C caE��Hnsf T40%A,,�Z_ I w IX.'S!"YG GREETaEO:.'SE OW 4 O, N 1 0 1 F z ! IX:Si'\G GREE�HOE4E en N nl xJESPH LEBKUECHER I E%:i^f:G GREETRIpUSF � H ECF.'ItiG GRFEVH^JSE METAL CONC. EXISTING GREENHOUSE BUILDING O i IXmrvc caEE.EaE.'s= N 10 1 F z P 6 E.LLC E%iST'HG caEfvwi;s V F%!STu:^GREF.•pl'iE �I E%Et•c.GcaeE[.Hoc.'sf 0� I IXKf1tiG GREfVNOI,'SE Gheu-:w I E%'S!tiC CAEE\4xSE TOWN OF SOUTHOLD TOWN OF SOUTHOLD M CONSERVATION �"� "" ""`� I CONSERVATION °o EASEMENT "`R�'"°`� r► .- Ft j EASEMENT 'O F,7r,C CAFE IMSE I ............... 1777� E%'S'M1G CREEVHOi.SE P!5•NL(JRtvR.II I f� 1f, � C 7M1G � E%:S^tiG GREE\HOJSF any-saL Gf[up.EII I �« ��— W E%):�G GSrE�HJ[SE O I x v L t f! C I O EKK"LIG GRFE\»J;`Sf o: v L — — — — — — — — — — — — — — 1 ..^1. N O F E%T'�C.CFEE\H^L'SE ! V � x)ESPH LEBKUECHER Eye:Nv Cf.EEV4:;.fE rn In LL IX'STE�G CAEE�MOI'SE I I H cn Z � E%IS'@:G CREENHOI'Sf l I W L - - - - - - - - - - - - - - - U cr <y -•---------•-------•---- N 33001'30"W i N 33004'00"W 1269.83' ----------­----------- )Ile, - 388.21' i x I T i UPiDER FG PURSUANT TO 50UTITOI.A,rC,%vN CODE cECT10 V } N O F ZSO•I31(,1 ACK^QAYLEDC:F.S TH AT T11E CQ`dili T IQ�S(IF T11F SITE FLAN N O F ! IOESPH LEBKUECHER /ArFROVAL SET TU:tTil 7 fvT•1 QLIi71UN QF`+F�'RCVAL DATED U BIGEFARM LLI_l I:UX-A'RF ACCEPTED(SI•.t:+.t3i�t3fl'1t�\S U'_V F.ESQL'J'S1U?�. X rLEASE Pr.L%-F NAN''E `�! .. DATE O N t':f Ll•: j... c p.Ui•1:C:xLli::L Jif;."'.AiZ�I.E �1� �` A„ sah''i. SITE PLAN - -----~- ,�,,u;,tiFL:BY . � •�r SCALE:1'=109 TOViN Ot SOLT"OLD p1 A7 vTyC BOARD �? SCALP: F_Q .�:.':S G'..�t hFF SHEETNLMBUR: NOM T'•e apFroved site development eode sectioa 250-132A�eriod of eighteen(18) _ months frum We date of approval as pe EIVED MAR a 2 2020 Southold Town Planning Board Rh\'hIn\C z 0 (10.0'MIN.) (B.0•MIN.) FIRST FLOOR EL 46.5 SLAB ON GRADE FINISHED GRADE EL 45.0 I 1 1 I FINISHED GRADE EL 45.0 w f F O 9-3a NC O Ire ilTCH s T.v �,��NC 0 9.v 93 0 R 35 EX. PARKING y 5c, I b 1000 gat.SEPTIC TANK ( — — — — — — — as Y CLEAN Y CLEAN SAND COLLAR LEACHING POOL (SAND COLLAR W PROPOSED EX. LEACHING@ 8'dia. 12'deep GROUND\XIATER _ _ _ _ _ _ POOL LEACHING PROPOSED w POOL EXPANSION v� - EX. SEPTIC ® POOL TANK O@ I z \co PROPOSED 1000gaL. a SEPTIC TANK Q z c x c x 3 GROUND W BROWN SILTY SAND — — — — — — — — — — — — — — — 1.0 ML z O z METAL CONC. BUILDING i`I Z E t': C PALE BROWN FINE ` r '=Y TO COARSE SAND = =r SW - o v C CONC. PAD W/ U o W GENERATOR 17.0 a TEST HOLE DATA BY: } McDONALD GEOSCIENCE � ll MARCH 8,2004 V a ® PARTIAL SITE PLAN SCALE:1"=20'-0" 4 { 1 . (/ n 41 3 .Y JOB s: SIIEET SL-\IBF.R: APPROVED BY S-2 PI RG BOARD TOWN OF SOUTHOLD DATE Z LREDED 2 2020old-downng Board RN'ISIO\S O 4� O F/�LU 1..•y cn W W � z O c Ln ❑ 0 JEID ❑ ❑ W - - - _ - - - O z ❑ a ❑ ❑ '» r E T r. L Y ELI EAST ELEVATION Y s= SCALE:1/4"=V-0' f7 C F w U ` U r , O w m Q F U � a Q APPROVED BY � PLANNING BOARD TOWN OF SOUTHOLD r SCALE a DATE l t • 2_n�`n t h •' ,'' SHEET\i:\BER. ROE VED MAR 0 2 2020 LSoutrlold-town Planning Board RI\'iS10\S =(010" ------------------------------------------ FIELD MGR z 0 w I✓ LUNCH ROOM " -------------------------------------------------- O I4 -----------------------------------------• WOMENS BATH ii 4 i ------------------------------------------ MENSBATH t� W v) LE z w w BATH MECH.ROOM < 4-6" x ! � ------------------------------------------- 3 � wY < w LOBBY PORCH 0 z T G SERVICE m `` a , Z w''jx' u E x "� x � t ---------------------------------------- e l_J rn ----------------------------------------- w C.a u 0 N GEN MGR MGR a EXtST1NG i EXIT DOOR EXrT DOOR J DRABS'\:\tll %15 a r SCALF: r � JOB s: EXISTING 1ST. FLOOR FLAN S1iFFT SC\1BFR: SCALE:1/4"=1'-0" i PROJECT NORTH -- A 2 PLANNING BOARS TOWN OF sOUTHOLD RECEIVED c2Z ' DATE 112 MAR Q 2 2020 L- -- - i Southold Town Planning Board WA ISIONS: CLOSET o W 71-13�4f 1 4'1" 6'-6" V-11/2" T-0" v� IFOLO T-(!'RATE HEGHT ING r ,.� N _1 o BATH N In M Lfl v Q Q T-T! W 0 WALK-IN CLOSET e O 0 ° BUNKBED DETAILS SCALE:1/2"=1'-0" n 11 SEPTIC 75 GAL / BED X 12 = 900 GAL. P. M 1000 GAL SEPTIC TANK 8'dia., 12'deep o a - z W � z KITCHEN/DINING O C . _..._. v z C \-T = Lil O z i I IT-31/2" J + E X F V � LABOR FORCE LIVING QUARTERS G � E v 5 TWIN SIZE BUNK BEDS s (10 PERSONCAPACITY) -,-C- 50 SQ.FT./PERSON O $ 501.6 SQ.FT. +� SEPTIC: ' 0 75GAL/BED X TO-750 IOOOGAL SEPTIC TANK i W(T)BDIA,I2'DEEP LEACHING POOL V r , m W m M Q � M eg N Er 34T 7-0"+-PLATE HEIGHT SL�O�PyE) C lS G Sul`. V x C4 a CLOSET %('ALL: L w •/t 2 26 2020 PROPOSED 2ND. FLOOR PLAN /g �i �g@� __ •�*' '`"x SHFFTM7%fHFR: V. SCALE:1/4"= 1'-0" A P P Rt IO !l��,:D B E TOWN ®F sOu T HOLo RECEIVED � � Q( 1202Z �---___�.— MAR 4 2 2020 Sout�iold -Gown —�� Planning Board REVISIONS: REPLACE IS NG EXIT D TO ODE I I I ------------------------•----------------- EXISTING FIELD MGR OFFICE , 1 , INSTALL UL DESL511 v1 1 +I 2 HOUR FIRE-RATED Z CEILING , O v, NEW 2HR DOOR W FIRE ' - IRE-RATED TO CO ExTINcuISHER I I , , 1 1 ------------------------------------------------ ' 10'-2'/2" o 1;, FFFTRENCH SINK LU, CH ROOM W o `. 1 ALL UL DESL511 2 DOUR FIRE-RATED O \ 'CEILING ------------------------•------------------� a NEW 2 R DOOR - FIRE-RATE TO CODE M S A H o ------------------------ ----------------- �° ` 1 OFD I y o o o m W ` WATER ` HE TER FFF I71I I O WATCfZ 1 CONNFC i ION ' I NEW 2HR DOOR OM TH ----- ----- EXISTING BATH FIRE-RATE TO CODE _ STALL UL DESL511 EX. MECH. ROOM Q UR FIRE-RATED INSTALL UL DESL511 D ♦ _____ _____ i ILING 2 HOUR FIRE-RATED W 1 LE I , � CEILING O EXISTING STORAGE. EXISTING STORAGE. s, ' EXISTING -- Q v SLAB SLABIRE , I UP 1 ----------------------------------------- '/ EXTIN`UISHER rT� - EXISTING LOBBY EXISTING INSTALL UL DESL511 PORCH i 2 HOUR FIRE-RATED �{ / CEILING Ln z _l_l / i v - -- -- -- / M N v Z. i ('7 � V x C� V EXISTING SERVICE a' � o i INSTALL UL DESL511 O `~ x o 2 HOUR FIRE-RATED CEILING o � ------------------------------------------ N / STAIR:4'min. 00 / 2i�'ttI"- 5 ON U m +: i M / _jMAX_7"RISE) _ � / CA v 1 / O �I -- -- -- -- .0 W -- - 1 ------------ - - - - 1 - ' M U O NEW 2HR DObR ' FIRE-RATE v TO ODE U) 1 9'-911 Z / 0 EXISTING GEN MGR EXISTING MGR OFFICE OFFICE Bldg Dept copy from ZBA INSTALL UL DESL511 INSTALL UL DESL511 Final reviewed Curgents i 2 HOUR FIRE-RATED ZBA File* '7 5F- r ---------------r-- , , 2HOURFIRE-RATED CEILING CEILING Date: / / ^�) n FIRE EXTINGUISHER / a REP CE EXIST[ G -- EXIT DO TO ODE DRAWN: MI1/MS UL DES U301 2 HOUR LOAD SCALE: BEARING WALL � '' �`' b ' - C"�4 JOB#: RAF 4� 8/19/2022 _3\ rr: INSTALL AUTOMATIC SPRINKLER SYSTEM r'a ;1'� �; � SHEET NUMBER: PROPOSED 1ST FLOOR PLAN k f • PROJECT N 0 RTH E AS PER N FPA 13D AS PERMITTED BY �` SCALE: 1/4 - 1 -0 SECTION 903.3.1.3 OF THE 2020BCNYS. r~.�+ I �• ;, , '��°,� A-4 INSTALL AT NEW LIVING QUARTERS AND �. �' '�' '� EXITS THEREFROM r �.0ir �i� RLVISIONS LU Q z ALDRICH LANE S 31042'10" E 200.0' ALDRICH LANE 0 1830.68 t W W I > QN F C1q N W Z P 6 E.LLC M In �Z) N I k0 N O O H CL4 O,,,/ Lei -------•-•---•---•---•- a 1 1 60 1 ^0� N O F ! N O F ! N 10 1 F r %0 N SH!RLEY ANNE FENDERSON !\X1WA.M NEDOSZYTW S! JOESPH LEBKUECHER W' ,0 N I BARBARA A.RYCM)ALSKI I H I I I I W I S 32059'50" E i 659.71' ! S 33019'30" E 940.64' z - - - - - - - - - - - - - - - - - - - - - - - - - - - W Ex:SP.^+C UEfvMR'SE WS NF'a 060 W rn o'1NP �- EYfS-fvC(AEEv4Ct'SF � VI txrrr•:c GatEvr.0.KE I Vf O G x c caEEnn+ct•a 111", EX.PARKING i wr I W Ex;r:ve caefrwa_': W EXK'RG GREEVFKS.•4 ,Q y/� I O ib !%K'[:G GItfE�+f0.A •.'0 04f�,.' 1 CV EXiST'UG(,1EEEf.1MJlxE °/'_.-°— o N N 10 1 F Mry JOESPH IFFKUECHER H EYIS`fvG GREE'.'H:JSE METAL CONC. F+CISTING GREENHOUSE r, fY"5'IVC crtff�HaE,•s< BUILDING O N O F EX.Yf!!+G GIIEE!.Yq.'4E ' P&E.LLC z Ex•!TMG GRfhtgfhE LL� Ex:S'P"IG GPEEYMOL'SE V�0 1 Q Etff'tvG GaEEVraExE I ?3 E+csrnuC CA'Ev4JLEE 1 P: TOWN OF SOUTHOLD TOWN OF SOUTHOLD oM = EYi5T1vG GREEhYYASE CONSERVATION �;¢�>� CONSERVATION N e EASEMENT EASEMENT `O I r ERKTNG CsPEF:Ff0.5E—� �} �c Y E.n-NG�PE�„o��E E.>".��.•r_�f I =z ,2 Y e E%'STM1G GPEE�HOI'SE I _ � E)cSTfT:C GREE\iOJiE fxstYS tas"rf�•.st I CC—,L L I ^ U Y EXYTiKG CAEE~I o Ex'sTwcGaEE.�i*EKE I p_ i��;3 EtK'NG GPE'vW.'sE oc -.•v " co "�•� �Gca nrx'sE I L — — — - - — — — — — — — — — - ^ N O F c I I � JOESPH LEBKUECHER E V:- cafe".f«n.sE 00 in Nl Ln w Ea'S:L\L CCiEEl.'ERLKE I I N W Z E'YISTIVG CNfET,HOL'EE L — — — — — — — — — — — J Q EYK'i\C GFEEVHfI,SE u ExITE x CAEE—;fE C a N 33*01'30"W i N 33004'00"W 1269.83' ------------ N 388.21' i I,••� i a ! � x N 10 1 F u N 10 1 F i JOESPH LEMECHER X BIG E FARM i CG a SITE PLAN Bldg De DRAWK M11 %1s SCALE:i"=100' g Dept copy from ZBA � ��'" �_ Final reviewed documents �ra,- ZBA File # +7q�L 5�'[ �y G�,?I E,r- JOBx. Date:�' / /,a ''� +7 z zs zmn SHELL NL:\IBLR: 51 I RF\'ISRICS z 0 w 9'-3' 8,-0" (10.0'MIN.) (8-(Y MIN.) FIRST FLOOR EL 46.5 SLAB ON GRADE FINISHED GRADE EL 45.0 I I I I FINISHED GRADE EL 45.D W I 1 4•mrcN r v 0 Inv s3 cm PVC HOUSE TRAY 8.4 4J33 i Q�ma EX. PARKING 9 `J.429 56 W 1000 gal.SEPTIC TANK ' ® a 3'CLEAN 3'CLEAN SAND COLLAR (SAND COLLAR LEACHING POOL w PROPOSED EX. LEACHING O 8'dia. 12'deep GROUNDWATER POOL LEACHING PROPOSED W ------ - - "" EX. SEPTIC POOL EXPANSION_ � �POOL TANK Q z W PROPOSED 1000gaL. SEPTIC TANK d z c z I Q � � GROUND w BROWN SILTY SAND — — — — — — — — — — — — — — — x _ 1.0 ML z 0 z METAL CONC. BUILDING FI I F t: « PALE BROWN FINE Z x TO COARSE SAND EC SW L\ L _G L :y c � F CONC. PAD W/ U o GENERATOR 17.0 >� a M a TEST HOLE DATA BY: McDONALD GEOSCIENCE r l rp MARCH 8.2004 U x a ® PARTIAL SITE PLAN SCALE:1"=29-0" r JOB x: 1Bldg Dept copy from ZBA �d�' 2242020 Final reviewed documents y(= + sIILFr�L"BFR: ZBA File#-7yl Lr L.I /1'7 ' S_2 Date: � -,,,:T�, ;�..%�`•{+ RF\"ISU MS O W E O CLI 0 I^^x 1�1 W W a = z OR Ln E411 M '71 "N ❑ ❑ ❑ c v E EAST ELEVATION L ' " v.G E : SCALE:1/4"=1'-0" G C, E s C Z5 : IE U ' E-� 3 U � a Q DRAWN.M11 MS SCALE: 4 Bldg Dept copy from ZBA , s' "' ' +�,C xOs2262IN„ Final reviewed documents i c SHEET NUMBER: ZBA File# r74 I Z--<Ea� z�: /�;,: Date; f /. °�".C.a` �`� A-1 REl'Itiln\S ------------------------------------------; , FIELD MGR V) LUNCH ROOM " Q -------------------------------------------------- , Q 0 ------------------------------------------• a WOMENS BATH ------------------------------------------- MENSBATH W LU 2 W Q m C BATH MECH.ROOM < �' 4,-6" O Z 3 � W LOBBY PORCH Z rl i h G r x u• ^'C W ES RVECE a;z X =r c "s 3 Z v E S s u Tll c ----------------- � c r y Vo JLIF ce U Uu x GEN MGR MGR a EXISTWG EXR DOOR IX1T DOOR _ - t" ;' q \, . 4 DRAW%:AIIT MS s' is - til'ALt: JOB=: •,�,f ! ( 2 2h 21120 SHEETSC\1BER: EXISTING 15T. FLOOR PLAN PROJECT NORTH _ SCALE:1/4"=1'-0" Y E ` _ "� A 2 Bldg Dept copy from ZBA Final reviewed documents ' ZBA Fite# `]y ILS r ��goFF.gW., TOWN OF SOUTHOLD BUILDING DEPARTMENT CO TOWN CLERK'S OFFICE goy • o� 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#: 38616- Date: 1/8/2014 Permission is hereby.g ranted to: EWH Limited Liability Co C/O Peter'Harbes 1002 N Bluff Dr Baiting Hollow, NY 11933 To: as built" conversion of an existing farm building to a farm office building with second story storage as per site plan approval (2/17/05). Replaces BP 36992. At premises located at: . 5645 Aldrich:Ln, Mattituck � 1 SCTM #473889 Sec/Block/Lot# 120.-3-11.13 Pursuant to application dated 1/8/2014 and approved by the Building Inspector. To expire on 7/10/2015. Fees: PERMIT RENEWAL $1,758.40 Total: $1,758.40 il� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • �g SOUTHOLD, NY 0 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#: 36992 Date: 2/10/2012 Permission is hereby granted to: EWH, LIMITED'LIABILITY CO. C/O PETER HARBES 1002 BLUFF DRIVE NORTH BAITING HOLLOW, NY 11933 To: AS-BUILT CONVERSION OF AN EXISTING FARM BLDG.TO A FARM OFFICE BLDG W/2ND STORY STORAGE AS PER SITE PLAN APPROVAL (2/17/5). REPLACES EXP. B.P. # 34947 At premises located at: - 5645 ALDRICH LANE SCTM # 473889 Sec/Block/Lot# 120.-3-11.13 Pursuant to application dated 8/24/2009 and approved by the Building Inspector. To expire on 8/11/2013. Fees: PERMIT RENEWAL $1,758.40 Total: $1,758.40 Building Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT '(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34947 Z Date AUGUST 24, 2009 Permission is hereby granted to: LIMITED LIABILITY CO EWH 555 SOUND AVENUE MATTITUCK,NY 11952 for AS-BUILT CONVERSION OF AN EXISTING FARM BLDG.TO A FARM OFFICE BLDG W/2ND STORY STORAGE AS PER SITE PLAN APPROVAL (2/17/5) REPLACES EXP. BP# 32583 at premises located at 5645 ALDRICH LA MATTITUCK County Tax Map No. 473889 Section 120 Block 0003 Lot No. 011. 013 pursuant to application dated AUGUST 24, 2009 and approved by the Building Inspector to expire on FEBRUARY 24, 2011. Fee $ 1, 758 .40 Authorized Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32583 Z Date DECEMBER 20, 2006 Permission is hereby granted to: EWH LTD LIABILITY CO 555 SOUND AVENUE MATTITUCK,NY 11952 for AS BUILT CONVERSION OF AN EXISTING FARM BUILDING TO A FARM OFFICE BUILDING WITH SECOND STORY STORAGAE AS PER SITE PLAN APPROVAL (2/17/5) at premises located at 5645 ALDRICH LA MATTITUCK County Tax Map No. 473889 Section 120 Block 0003 Lot No. 011 . 013 pursuant to application dated DECEMBER 20, 2006 and approved by the Building Inspector to expire on JUNE 20, 2008 . Fee $ 1, 758 .40 0 1 Authori ed 9i ture �10-X/� ORIGINAL Rev. 5/8/02 I FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall 'Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) ER1�+1Y'I NO. 30135 Z Date MARCH 4, 2004 Petinission is hereby granted to: EDWARD W JR HARBES BOX 247 SOUND AVE MATTITUCK,NY 11952 for CONSTRUCTION OF A METAL FARM BUILDING AND 21 GREENHOUSES AS APPLIED FOR at premises located at 5645 ALDRICH LP_ MATTITUCK County Tax Map No. 473889 Section 120 Block 0003 Lot No. 011. 012 pursuant to application dated JANUARY 5, 2004 and approved by. the Building Inspector to expire on SEPTEMBER 4, 2005. Fee $ 3,300,.00 P thor zed Signat -- ORIGINAL Rev. 5/8/02 / PROFESSIONAL ENGINEER 1725 HOBART ROAD/PO Box 616, SOUTHOLD, NEW YORK 11971 TEL 631-765-2954 • FAX 631-614-3516 • e-mail: joseph@fischetti.com Date: August 30, 2004 Reference: Harbes Metal Building Southold Building Department Main Road Southold,NY 11971 Dear Sir, I inspected the underslab waste piping for the proposed offices on 8/27/04 and have found the piping to be in stalled in accordance with Ne York State Codes. 0 . �• 052�1� ?� FESSION�`y Joseph Fischetti, P.E. i I Hvbm piping inspiaion.doo 111 PROFESSIONAL ENGINEER 1725 HOBART ROAD I PO Box 616, SOUTHOLD, NEW YORK 11971 TEL 631-765-2954 • FAX 631-614-3516 • e-mail: joseph@fischetti.com Date: November 3, 2004 Reference: Harbes SCTM 120-3-11.12 Southold Building Department Main Road Southold,NY 11971 Dear Sir, In inspected the rough framing and rough plumbing and insulation at the Harbes commercial building for the above Tax map. I certify that the rough framing and rough plumbing and installed insulation meet New York State Building Codes and that the pressure test of the plumbing supply and waste piping were completed satisfactory. IVEy�y4 • r � � A��• 052�����a� Joseph Fischetti, P.E. H.bc-rough fi.pwi...&o FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34947 Z Date AUGUST 24, 2009 Permission is hereby granted to: LIMITED LIABILITY CO EWH 555 SOUND AVENUE MATTITUCK,NY 11952 for AS-BUILT CONVERSION OF AN EXISTING FARM BLDG.TO A FARM OFFICE BLDG W/2ND STORY STORAGE AS PER SITE PLAN APPROVAL (2/17/5) REPLACES EXP. BP# 32583 at premises located at 5645 ALDRICH LA MATTITUCK County Tax Map No. 473889 Section 120 Block 0003 Lot No. 011 . 013 pursuant to application dated AUGUST 24, 2009 and approved by the Building Inspector to expire on FEBRUARY 24, 2011 . Fee $ 1, 758 .40 Authorized Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32583 Z Date DECEMBER 20, 2006 Permission is hereby granted to: EWH LTD LIABILITY CO 555 SOUND AVENUE MATTITUCK,NY 11952 for AS BUILT CONVERSION OF AN EXISTING FARM BUILDING TO A FARM OFFICE BUILDING WITH SECOND STORY STORAGAE AS PER SITE PLAN APPROVAL (2/17/5) at premises located at 5645 ALDRICH LA MATTITUCK County Tax Map No. 473889 Section 120 Block 0003 Lot No. 011 . 013 s .. pursuant to application dated DECEMBER 20, 2006 and approved by the Building Inspector to expire on JUNE 20 , �2-0-0 _---- Fee $ 1, 758 .40 r' Author' zed 1x�------- COPY Rev. 5/8/02 PROFESSIONAL ENGINEER 1725 HOBART ROAD/PO Box 616, SOUTHOLD, NEW YORK 11971 TEL 631-765-2954 • FAX 631-614-3516 •.e-mail: joseph@fischefli.com Date: August 30, 2004 Reference: Harbes Metal Building Southold Building Department Main Road Southold,NY 11971 Dear Sir, I inspected the underslab waste piping for the proposed offices on 8/27/04 and have found the piping to be in stalled in accordance with Ne York State Codes. 5%F NE # 4 M .�.. •� cc 2 �• 0525,E c`�� FESSIONP� Joseph Fischetti, P.E. Harbm piping implclion.Aoc PROFESSIONAL ENGINEER 1725 HOBART ROAD I PO Box 616, SOUTHOLD, NEW YORK 11971 TEL 631-765-2954 • FAX 631-614-3516 • e-mail: joseph@fischetti.com Date: November 3, 2004 Reference: Harbes SCTM 120-3-11.12 Southold Building Department Main Road Southold,NY 11971 Dear Sir, In inspected the rough framing and rough plumbing and insulation at the Harbes commercial building for the above Tax map. I certify that the rough framing and rough plumbing and installed insulation meet New York State Building Codes and that the pressure test of the plumbing supply and waste piping were completed satisfactory. aEwyo y R LU No. o52� 41 p�OL'ESSIONP`' Joseph Fischetti, P.E. Hvb�-mugh impmflons.dm pF SO�jyolo Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Telephone(631)765-1802 Southold,New York 11971-0959 �yIrou BUILDING DEPARTMENT 0\ TOWN OF SOUTHOLD 8 a v � 0? 7s� Say` food �F PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971 Tel: (631)765-4330 Fax:(631)765-4643 Decembe 6,a2006 _F _ r �.' 'DEC T 2000S Michael Verity I Building Department Town of Southold Main Road ' PO Box 1179 Southold NY 11971 RE: DAVID ROSE PERENNIALS S CTM: 1000-120-3-11.12 Dear Michael: With reference to the above and in accordance with your request, enclosed please find the following: 1. New check made payable to the Town of Southold to replace the original check submitted with the original Building Permit application in April, 2006. 2- New Building Permit Application 3. Certification letters from Joseph Fischetti, PE regarding the rough framing, plumbing, installation of the insulation, plumbing supply and underslap waste pipe. 4. Three (3) sets of signed & sealed plans. Please note that the first set of drawings have been highlighted with yellow marker the items discussed at our November 301h meeting. {= Thank you and please do not hesitate to contact the undersigned should you have any questions. tl Very truly yours, (?atirricia C. Moore PCM/bp encls. /D INSPECTION REPORT DATE I COMMENTS ro TION(1ST) . y ,(FOUND-4 ------------------------------- . �t FOUNDATION(2ND) 1 z 0 s ROUGH FRAMING& - -- U, M PLUMBING H INSULATION PER N.Y. - H STATE ENERGY CODE FINAL Vu I \\` - ADDITIONAL CO NTS e S � -b�l � zm =� (/l x �d ro H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION/CHECKLIST BUILDING DEPARTMENT Do you have or need the following,�before applying? TOWN HALL Board of Health '� i SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Chec - Septic Form N.Y.S.D.E.C. Trustees Examined ,20 Contact: Approved _,20 Mail to: Disapproved a/c Phone: Expiration ,20 Building Inspector APPLICATION F OR BUILDING PERMIT Date_ 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. t e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issuf;s a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. 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,Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. --'� - A�' (Signature of applicant or name,if a corporation) ,". C-1-- C /)�10 dX-6 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section f` Block Lots,, , Subdivision Filed Map No. `ftj�",," woo (Name) fA M.dgk* • I J . 2. State existing use and occupancy of premises and intend d se and occupancy of proposed construction: a. Existing use and occupancy / b. Intended use and'occupancy 3. Nature of work(check which applicable):Ne wilding° Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. �. '1 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories r' Dimensions of same structure with alterations or additions: Front Rear ` Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated Ael 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13.Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises �tidress 94'11S/loi&m /r-Pf ne No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF r being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (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 knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn �blbre me this i day of 20�� IK_ otary Nlic Signature of Applicant HIV A PERKINS IbWry Puft SW9 of Now Vot o VW1A&ftkftN*ZOa on Uo"July DLO W I TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval 1 FAX: (631) 765-9502 L 0 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. 12 tr 6 Trustees Examined ,20 Contact: Approved Z ,20 Mail to: Disapproved a/c Phone: Expiration 120 Bui ' g Inspector 7 7006 i IA, PPLICATION FOR BUILDING PERMIT _! Date �o?—�o , 2,0 t�f� INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of - issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. 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, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing regulations, and to admit authorized inspectors on premises and in building for necessary inspections. G(,Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises Dctly(C/ [case- poye/M,/a Is (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer ?A-4Z,-7t- ZL4ff=AL-& (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet r . County Tax Map No. 1000 Section 1'2-0 Block Lot Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy C2�/oYoUs� iN�TIt DGiGC b. Intended use and occupancy - Ali o u s e G,E- 741 3. Nature of work(check which applicable): New Building Addition Alteration_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee ' I (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. G 4& -2✓/-/c_tlS-4E_ 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear I Zs Depth Height Number of Stories /h r-c>r — S.c /V/"s �v e-l- d 8. Dimensions of entire new construction: Front Rear epth Height Number of Stories Pont 9. Size of lot: Front Rear Depth �'�� 411-y 1O11 La"57- 9)+-T" 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on'survey. STATE OF NEW YORK) SS: COUNTY OF"IL) w7Y�e�c� K. . //D e7'`-P being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contra ,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,knowledge and belief; and that the work will be performed in the manner set forth.in the application filed therewith. Sworn to before me this `7* day of .p C_C. 20 0(27 Notary Public Signature of Applicant MARGARET C. RUTKOWSKI Notary Public,State of New York No. 4982528 Qualified in Suffolk County Commission Expires June 3,„g„ac'7 DONALD G, FEILER * ARCHITECT 11725 Main Rd•Box 1692•Mattituck,NY 11952•631.298.5453•Fax 298.1380 March 30, 2006 MAR' 3 I Mr. Michael Verity ' Southold Town Building Department ,,;,T Southold, New York l-===' "' Re: David Rose Perennials Warehouse Building Aldrich Lane, Laurel, New York Dear Mr. Verity: Included are revised drawings for the above mentioned building permit application for your review, with the following revisions: Factory Low-Hazard and Business spaces. Second Floor area with VB construction and two exits. Lunchroom with exit door. I trust that this will help to resolve these issues. Thank you for your consideration to this matter. 2 Donald G. FeilerUA y ��ps Ok U ? 7 ® .A� 7 ��7 PATRICIA C. MOORE Attorney at Law Main Road 51020 Main Road Southold,New York 11971 Tel: 631 765-4330 - - Fax: (631) 765-4643 2005 October 24, 2005 Southold Town Building Dept. P.O. Box 1179 Southold, NY 11971 Re: David Rose Perennials, Inc. Dear Ladies/Gentlemen: Enclosed is a letter that was submitted as part of the site plan process. In accordance with our application and the statements made at the Planning Board meeting, David Rose Perennials, Inc. is a wholesale nursery. If you have any questions, please do not hesitate to contact me. Ver truly yours, Patricia C. Moore PCM/mr Enc. FROM PETER.HARBES FARM CORP PHONE NO. : 5162983888 Oct. 24 2005 01:14PM P1 VID (Ds y19erennials October 28"',2004 Southold Town Planning Board Jerri Woodhouse Southold Town Building Dept. Mike Verity This letter is to confirm our position stated at the Southold Town Planning Board meeting of.October 26 4,2004. David Rose perennials—a wholesale perennial nursery—will mark it's 1 OU'Anniversary of service to the wholesale plant industry in 2005. In response to the success we have shared with our customer's we are expanding our facility to a new location. The new larger site incorporates exciting and innovative systems that we Neel will improve quality, availability and service. We hope this will clear up any confusion with our application to the Town of Southold. We respectfully request your expedient approval of the site plan as well as your collaborative efforts with the Suffolk County Dept. of Health issue. We anticipate being scheduled on the November calendar for public hearing to ensure the economic stability of our site relocation. m Thanking you in advance!! Peter Harbes President,David Rose Perennials, Inc. David Rose Perennials 5645 Aldrich Lane h�.. .•••.. - • Laurel,NY 11948 )298-6371 FROM PETER.HARBi �S FARM CORP PHOti` MI 5162588ee5 Oct. 24 2005 01:15PM P1 C:; .2 OCT �+ 20 -� er0naia [ s •[tEpix October 28"', 2004 Southold.Town Planning Board Jeni Woodhouse Southold Town Building:Dept. Mike Verity -fhis.letter is to confirm our.position statLd at the Southold Town Planning Board meeting of October 26`h,2004: David.Rose Perennials—a wholesale,perennial nursery—will mark'it's 10`h Anniversary of service to the wholesale plant industry in 2005. In response to the success we have shared.with our customers we are expanding our facility to a new location. The new larger site incorporates exciting aneN iniaovative systems that we feel will improve quality, availability and service. usiob,wi* s'�;ur application to the Town of•Southpld. We hope this will clear up any conf `ale sespectfiilly request your cxpcdient approval of the site plan as well as your collaborative efforts with the Suffolk County Dept. of Health issue. We anticipate being scheduled on the November calendar for public hearing to ensure the economic stability of our site relocation_ Thanking you In advance!! Peter Harbes President,.David Rose Perennials;Inc. VID David Rose Perennials OSi: 5645 gldzich Lane N- ••.•••,, • Lauiel,IVY 11948 )2.98-6371 DONALD G, FEILER * ARCHITECT 11725 Main Rd•Box 1692-Mattituck,NY 11952•631.298.5453-Fax 298.1380 November 22, 2005 Mr. Michael Verity Southold Town Building Department Southold, New York Re: David Rose Perennials Warehouse Building Aldrich Lane, Laurel, New York Dear Mr. Verity: Included are revised drawings for the above mentioned building permit application, for your review, and as requested, the following items have been addressed, with reference to the Building Code of New York State: 302.2 Accessory use area : fire barrier shall not be required for a use not occupying 'more than 10 percent of the area of any floor of a building - Office v10 areas, including General Manager, Manager, Service, Lobby, Stair, Lavatory, and Mechanical Room = 977 square feet 19.8% of total first floor; 004.2.3 Egress through intervening spaces: Lunchroom, accessory to arehouse area, with a discernible path of egress travel to an exit. 1005.2.2 Buildings with one exit: Second Floor.exit with less than 30 occupants per floor and less than 75 feet travel distance. 7 I trust that this will help to clarify these issues. Thank you for your consideration to this matter. r Donald eiler -- ��oo DONALD G. FEILER • ARCHITECT 11725 Main Rd•Box 1692�Mattituck,NY 11952•631.298.5453•Fax 298.1380 January 27, 2006 Mr. Michael Verity Southold Town Building Department Southold, New York Re: David Rose Perennials Warehouse Building. Aldrich Lane, Laurel, New York Dear Mr. Verity: Included are revised drawings for the above mentioned building permit application for your review, with the following revisions: Warehouse-and Wholesale spaces with 2-hour fire rated separation. Second Floor area with VA construction and two exits. Lunchroom with exit door. i trust that this will help to resolve these issues. Thank you for your consideration to this matter. II0� �l Donal Feiler �y / q ' FOR INTERNAL USE ONLY SITE PLAN USE DETERMINATION Initial Determination Date: l 31 / 5 Date Sent: Project Name: --wf/ Nr�rr�l> ��A�«,ry �, l A,�'BES RE-45761N1, 4-5) Project Address: LA41x Suffolk County Tax Map No.:1000- / U - .3 - ///� Zoning Dist! Request: e o ti gV i� [J / A / (Note: Copy of Building Permit Application and supporting documentation-as-toF � proposed use or uses should be submitted.) O Initial Determination as to whether use is permitted: Initial Determination as to whether site Ian is required:ldS &,PJI�// �- s�7 PGJ —� S.g re ing Ins Planning Departiet ' &.).D'efeljrra . P.D. Date Recei Wd , 3 1 �005 ate of Comment: T thol Tuwn �/' / Comments: ! �i� r?� , ,C�a oL Jh/�'' 'I�1�1 c%;e,�/ �, � ," i,�-d° Ar/ 2 ,xy �j�/� "f�1d 416-11 __...- . -----._--------.._.-----------._..-..--------.-----------__.._--Signature of Pla Wing Dept._Staff_-Reviewer ----.._._.. _. Final Determination Date: / / Decision: t p�NING BOARD MEMBEh•-a' MAILING ADDRESS: JERILYN B.WOODHOUSE jf/ P.O. Box 1179 Chair �0� �� Southold, NY 11971 O t WILLIAM J.CREMERS OFFICE LOCATION: Town Hall Annex KENNETH L.EDWARDS G MARTIN H.SIDOR • p 54375 State Route 25 GEORGE D.SOLOMON (cor.Main Rd. &Youngs Ave.) �*COUN(y,� Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING.BOARD OFFICE TOWN OF SOUTHOLD August 9, 2005 Patricia C.. Moore, Esq. 51020 Main Road Southold, NY 11971 Dear Mrs. Moore: Re: Proposed Site Plan for David Rose Perennials Located on the s/o Sound Avenue approximately 1,807' w/s/o Aldrich Lane also known as 5645'Aldrich Lane, in Mattituck I ; "SCTM#1000-120-3-11.12 Zone: A-C District Dear•Ms. Moore: The following resolution was adopted at a meeting of the Southold•Town Planning Board on Monday, August 8, 2005: WHEREAS, the site plan is for a new 10,000 sq. ft. building with 1,600 sq. ft. of office/miscellaneous space on the first floor, 1,600 sq. ft. of storage on the second floor and 8,400 sq. ft. of storage warehouse at grade on a 39.4-acre parcel in,the A-C Zone in Mattituck, SCTM # 1000-120-3-11.12; and WHEREAS; the applicant, Peter Harbes, President of David Rose Perennials, proposes the site plan; and WHEREAS, EWH Limited Liability, Co. is the owner of the property located approximately 1,807' s/o Sound Avenue, on the w/s/oAldrich Lane, known as 5645 Aldrich Lane, in Mattituck, SCTM#1000-120-3-11.12; and WHEREAS, on February 15, 2005, the Southold Town Planning Board granted conditional final approval of.the site plan prepared and certified by Stanley J. Isaksen, Jr-Land Surveyer, dated August 22, 2003 and last revised February 5, 2005; and David Rose Perennials - Page Two — 08/08/05 WHEREAS, on June 10, 2005, the Suffolk County Department of Health Services , approved the site plan prepared by Stanley J. Isaksen, Land Surveyor, dated August 22, 2003 and last revised December 21, 2004, under reference number C10-04.-00.05; and WHEREAS, on June 29, 2005, Patricia C. Moore submitted the site plan prepared by Stanley J..Isaksen, Land Surveyor, dated August 22, 2003 and last revised June 21, 2005 for the NYSDEC SPDES General Permit # GP-02-01; and WHEREAS, the following item is incorporated and included in the site plan: The applicant.must obtain and maintain a SPDES General Permit (NYR-10H057) for Storm Water Discharges (General Permit Number GP-02-01) from the New York State Department of Environmental Conservation for the construction activities; and r WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore RESOLVED that the Southold Town Planning Board grant final approval on the site plan certified by Stanley J. Isaksen, Jr. Land Surveyer, dated August 22, 2003 and last revised February 3, 2005, and authorize the Chairperson to endorse the final site plans subject to-a one year review from the date of issuance of the building permit. Enclosed is a copy of the approved site plan for your records: Please contact this office if you have any, questions regarding the above. Very truly yours, 2erilyn B. Woodhouse Chairperson Enc. cc: Building Department Town Engineer ��SQFFO(�CO MAILING ADDRESS: PLANNWG.BOARD MEMBERS P.O.Bog 1179 JEIILIN B.WOGDHOTJSE Southold,i3Y 119 a 1 Chair y OFFICE LOCATION: O � • `� Town Hall Annex WILL H L.EDWARDS y��.( ���� 64375 State Route 25 KENNET (cor.Main Rd.&Youngs Ave.) MARTIN H.SIDOR Southold,NY GEORGE D. SOLOMON Telephone:631 765-1938 Fax: 6.31 765-313C i PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 15, 2005 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Dear Mrs. Moore: Re: Proposed Site Plan for David Rose Perennials ,Located approximately 1,807' s/o Sound Avenue, on the w/s/o Aldrich Lane, known as 5645 Aldrich Lane, in Mattituck SCTM#1000-120-3-11.12 Zone: A-C District Dear Ms. Moore: . The following resolgtfon was4dopted by the Southold Town Plannin oard at a meeting held on Monday, February 14, 2005� / The public hearing was closed. WHEREAS, the site plan is for a new 10,000 sq. ft. building with 1 i600 sq. ft. of office/miscellaneous space on the first floor, 1,600 sq. ft. of storage on the second floor and 8,400 sq. ft. of storage warehouse at grade on a 39.4-acre parcel in the A-C Zone in Mattituck, SCTM# 1000-120-3-11.12; and WHEREAS, the applicant, Peter Harbes, President of David Rose Perennials, proposes the site plan; and WHEREAS, EWH Limited Liability, Co. is the owner of the property located approximately 1,807' s/o Sound Avenue, on the w/s/o Aldrich Lane, known as 5645 Aldrich Lane, in'Mattituck, SCTM#1000-120-3-11.12; and WHEREAS, on May 7, 2004, a site plan application was submitted for approval; and WHEREAS, on August 3, 2004, the Architectural Review Committee reviewed and approved the architectural drawings and associated site plan materials and the Planning Board has accepted this approval; and WHEREAS, on October 5, 2004; the Southold Town Planning Board, acting under the' State Environmental Quality Review Act (6 NYCRR), Part 617.5 C-3 makes a determination that the proposed action.is a Type II and not subject to review; and WHEREAS, on November 12, 2004, the Mattituck Fire District accepted the applicant's offer to provide a. dedicated standpipe and activation switch with threading, meeting the Mattituck Fire Department's requirements, and the Planning Board has accepted this recommendation; and a David Rose Perennials - Page Two -2/15/05 WHEREAS, on January 10, 2005, the Southold Town Building Inspector reviewed and certified the site plan for"Agricultural Operation" use; and WHEREAS, on January 25, 2005, the Architectural Review Committee reviewed the sign detail and approved the materials and the Planning Board has accepted this approval; and WHEREAS, on February 11, 2005, the Southold Town Engineering Inspector reviewed and issued comments on the proposed drainage and the Planning Board has accepted his recommendation; and WHEREAS, the Southold Town Planning Board, pursuant to Chapter 58, Notice of Public Hearing, has received the affidaivits that the applicant has complied with the notification provisions; and WHEREAS, the following two items are incorporated and included in the site plan: 1. All outdoor lighting shall be shielded so that the light source is-not visible from the adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within the property boundaries. The lighting must meet the Town Code requirements. 2. All signage shall meet Southold Town Zoning Codes and shall be subject to approval by the Southold Town Building Inspector; and . WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore RESOLVED, that the Southold Town Planning Board,grant conditional final approval of the site plan prepared and certified by Stanley J. Isaksen, Jr. Land Surveyer, dated August 22,f 003 and last revised February 5, 2005, subject to fulfillment of the following requirements: l 1. That approval from the Suffolk County Department of Health Services be obtained and submitted to the Southold'Town Planning Board prior to construction of the proposed building. 2. That the applicant obtain a SPDES General Permit (NYR-10H057)for Storm Water Discharges (General Permit Number GP-02-01)from the New York State Department of Environmental Conservation for the construction activities. The requirements must be met within six (6) months of the resolution. Failure to adhere to this requirement within the prescribed time period will render this approval null and void. Very truly yours, Jerilyn B. Woodhouse Chairperson PROFESSIONAL ENGINEER 1725 HOBART ROAD 1 PO Box 616. SOUTHOLD, NEW YORK 11971 TEL 631-765-2954 • FAX 631.614-3516 • e-m k juseph@gsehetH.mm Date: August 4 2004- Reference: Peter Harbes/Metal Building Southold Building Department .Main Road .'`Southold,NY 11971 Dear Sir, I have inspected the foundation for the Harbes metal building during the construction_The foundation has been formed and reinforcing has been completed in accordance the certified plans submitted for the building permit. of NE1N�, r Joseph Fischetti,P.E. Hah;-6adtdou mofiaGan ds A PATRICIA C. MOORE Attorney at Law + ' �• 3 ��� 51020 Main Road i Southold, New York 11971 s Tel: (631)765-4330 6F•S6 6Q-LJ Fax: (631)765-4643 August 3 , 2004 -BY HAND DELIVERY Southold Town Building Department P.O. Box 1179 53095 Main Road Southold, NY 11971 Attn: Gary Fish, Building Inspector RE: Peter Harbes '80 'x125 ' Agricultural Farm Building Dear Mr. Fish: In connection with your Inspection Report dated July 23, 2004, please be advised that there is no electricity in the above referenced building. Therefore, please issue the Certificate of Occupancy at your earliest convenience. Thank you. If you have any questions, please do not hesitate to contact me. �,VErr-y� ruly yours, ..a-tr cia C. Moore PCM/mm FF M ? PS CER.AVbES FROM CDRP PHONE NQ: _ Au9• e2 2M4 02:26PM Pi 7654802 BUILDING IQEP.T.- � sue-• � INSPECTION s _ a t j FOUNDATION i ST [ } ROUGH PLOD. j FOUNDATION 2ND [ } Il�IS TKON [ I FRAMING [ NAI_ ti [ ]'FIRE P ACE A CHOWEV [ j FIRE SAFETY INSPECTION REMARKS: - Ce DATE INSPECTOR .'3 a PETtt:.HRtE8 FMl CORP PHO END 516298388O Aug. 62 2W4 02:24PM PI FL&NThMG BOA MMtvMEMS g�FFtI1 J8kMiW n.WOOD}IOUSE ��� (� P.O-Mw 1179 Chair Town Halt,53095 State Eoute 25 WCHARD CACGIANO m Sontb+uK New York 11971-0369 d I C MMS 0 Telephone(MI)766-VUIJA1938 AENNETS L.EDWAIM 'fir„_ Fax(631)765.3136 MhWM 1L SIBOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 1 20U4 r ' Mr.GfiWHarbes PO Box 247 Mattituck,;NY 11952 Re: Site Plan for Peter Harbes Agriculture Accessory Storage:bnd 21' ' Poly-Greenhouses 5645 Aldrich Lane Mattitucic, NY 11952 . SCTM# 1000-120.-3-11.12 Zone:AC,Agricultural Cou=vation District Dear Mr.Herbes, In arevie*&the site plans application materials submitted to the office on July 8,2004 I found the following elements to be deficient. The site plan application will need to include the following to be processed: The site plan must include all items required by Town Code.The new site plan and att hed materials now detail a 1,600 square foot second floor and it appears the parking calculations do not include the new additional floor space. Please indicate what the area will be used for and,update the parking calculations to include the new area. 1n addition please submit the associated site plan fee for the new additional 1,600 sq-f1,x S.05 to the Town of Southold. _ _ Please contact us to discuss this matter. If there are any questions you can contact us at(631)765-1939 x5019 between the hours of 9:00 a.m.and 4.00 p.m. Y yuurs�, Senior Site Plan Reviewer ' CC:file J PLANNING BOARD MESMERS P.O.Box 1179 JERILYN B.WOODHOUSE ,r G Chair ?'� Town Hall,53095 State Route 25 C Southold, New York 119 71-0959 RICHARD CAGGIANO � �,. �� TeIephone(63i) 765-1938 WILLiAA1 J.CREMERS Fax(631) 765-3156 KENNETH L.EDWARDS MARTIN ff.SID R PLANNING BOA RD OFFICE TOWN OF SOUTTHOLD January 23,2004 Mr. Edward Harbes PO Box 247 Nlattituck,NY 11952 Re: Site Plan for Peter Harbes Agriculture Accessory Storage and 21 ' Poly-Greenhouses 5645 Aldrich Lane Mattituck, NY 11952 SCTM# 1000-120.-3-11.I2 Zone:AC,Agricultural Conseivation District 'a _, : Dear A•Ir. Harbes, Thank you for the inquiry on January 14,2004 and information submitted. The Planning Board reviewed the proposed site brdld out at the Nvork session held on 6 �• ; J•,rnuary 20,2004. The proposed build out is as follows: tt'venty one(21) 8' x 25 poly greenhouses acid one(1) 80'xl25' farm accessory equipment/storage building as shown � on the sut vey created by Stanley J. Isaksen;Jr. dated August 22, 2003. The Plarming Board agreed that proposed build-out described above would require no site plan. For your information a file will be maintained in the Planning Boards Office. If there are any questions you can contact us at(631) 765-1938 between the hours of 8:00 i a.m. and 4:00 p.m. .rig Respectfully yours, � 'erilyn B. Woodhouse I,I Southold To-sim Planning Board Chair i ' CC:file,pb,Building Department Ifs 1 Permit Number 'AR 4 �€ Mktae cooipiwhn A461t- cheokceday/Date New York State Energy Conservation Construction'Code •MECcheck Software Version 3.3 Release lc Date filename:Untitled -TITLE:Moore Residence COUNTY:Suffolk -STATE:New York- MD:5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Blechic DATE:-09/26/03 DATE OF PLANS:April 10th, 2003 PROJECT INFORMATION: Nome ' COMPANY INFORMATION: Chomo Associates COMPLIANCE:Passes MaAmtms UA=173 " Your Home=169 2.3%Better Than Code Gross Glazing Area oI Cavity Cont. or Door Perimeter R-Value R Value U-Factor UA Ceiling 1:Cathedral Ceiling(no attic) 625 19.0 0.0 32 Skylight 1:Wood Frame,Double Pane 9 0.800 7 Wall 1:Wood Frame,16"o.c. 975 19.0 0.0 48 Window 1:WoocfFrmne,Double Pane 106 0.320 34 Door 1:GIass 66 0.320 2I Floor l:All-Wood JoistlTruss,Over Unconditioned Space 576 19.0 0.0 27 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belie£, and professional judgment,such lane or spec' ti is compliance with this Code. Builder/Designer Date 03 gED AR + �,� O_0 e Z _t �1` �F .14 MECcl:eck Inspection Chef bklist New York StateEnergy Conservation Construction Code MBCcheckSoftwv a Vetsion 3.3 Release lc' DATE:04/11/03 TITLE—Moore Residence - -Bldg- Dept. J Use { Ceilings: ['• ] { 1. Ceiling:!;Cathedral Ce'iiing(nit attic);R 19.0 cavity insulation { Above-Gradd`Walls: , WQ I:,Wood Frame,�$"!o.c.,449.0 cavity insulation ' � C`oimtients: ' '• � ' WindoWsc [ ] { 1. Window I-Wood Frame;:Double Pane,U-factor:.0.320 { Fbr windows without labeled U-factors,describe features: { #Panes Frame the. Thermal 8reak7[ ]Yes[ ]No { Comtudnts•. { Doors: ' [ '] 1. Door 1:Olass,U-factor:0.320 J #Panes Frame Type Thermal Break?[ ]Yes[ ]No J Comments: Floors: I. Floor II AU-Wood JoistlTruss,Ovet Unconditioned Space,R-19.0 cavity insulation Comments, { Air Ledkoge: ; [ ] { Joints,penetrations,and all•other such openings itt the building envelope that are sources of air, leakagelmust be sealed. - [ .] i Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If nori-IC rated,the fixture must be installed with a J 3"clearance from insulation. ' Vapor Retarder: [ : ] Requked,on the warm-in-winter side'of allnon-vented fiamed ceilings,walls,and floors. Materials Identification: - [ Materials and equipment must be installed in accordance with the manufacturer's installation instructions. Materials and,equipment must be identified so that compliance can be determined. [ ]• {' Manufacturer manuals for all installed heating and cooling equipment and service water heating { equipment must be provided. [ ] { insulation R'values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in unconditioned attics or outside the building must be insulated to R 8. [ ] { Return ducts in unconditioned attics or outside the building must be insulated to R4. [ ] Supply ducts in unconditioned spaces must.be insulated to R-8. [ ] Return ducts in unconditioned spaces'(except basements)must be insulated to R 2. ( 'Insulation is not required on return ducts in basements. [ Duct Construction: [ ] ( All joints,seams,and connections must be securely fastened with welds,gaskets,mastics - (adhesives);mastic-plus-embedded fabric,of tapes. Duct tape is not permitted. (•`.Exception:Continuously welded and locking-type IonOwdinal joints and seams on ducts [' bperating,atlessd=2in.-wg.(500Pa).' [ ] Ducts shall bq supported every 10 feet•or in accordance with the'manufacturer`s instructions_ [ ] Cooling ducts with mderibr insulation=must:.be coveredwith a vapor retarder. Air Filters areegaired in the return air system. The HVAC'system must provide a means for balancing air acid water systems. Temperature•,Controls: Each dWel6j'u*has.at lesat one thermostat capable of automatically adjusting the space ' [ femperatui e•set pblht of the laigest zone Electric Sysiins: Separate el6tti is meters are required for each dwelling unit. Fireplaces: . _. [ ] [ liireplaces mpst be 6talled with tight fitting non-combustible fireplace doors. [ ] Fireplaces trilist be provided with a source of combustion air,as required by the Fireplace construction provisions ot�,,]],,tlie Building Code.ofNew York State,the Residential Code ofifew'York State or- [ the kou;Fork 6W Building,Cbde,as applicable. [ Service Watew Heating: . Water heaters-,Wth vertical pipe risers must;have a heat trap on both the inlet and outlet unless the water heater flax an integral heat trap or is part of a circulating system- [ ] [ Insulate circulating hot water pipes to the levels in Table I. ` [ Circulating Rot Water Systems: [ ] [ Insulate circulating hot water pipes to the levels in Table 1. __ _-_ .___ [_5wimining Pools:i�< -- ___.. -- - •--------- ] ( AI![ieate�s�Tmmmg pools must have an oidloffheater'switcliJand requirn a caves unless ovcr 2i1IIT — [ of the-beating'energy is from non-depletable sources. Pool pumps require a time clock i Heating and Cooling ripiag Insulation: [ ] ( HVAC pipitrg conveying fluids above 105°F or chilled fluids below 55 OF must be insulated to the [ levels in Table 2. 1 : . 765-1802 BUILDING DEPT. t. rt fNSPEC 1ON FOUNDATION 1ST [ ] ROUGH PLBG- [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING [ FINAL k [ ] FIREPLACE & CHIMNEY [ } FIRE SAFETY INSPECTION E REMARKS: DATE INSPECTOR- I FIELD INSPECTION REPORT DATE CON1IVIENTS FOUNDATION(IST) y . se ---------------------— AD rij FOUNDATION(2ND) (� 4' J ROUGH F&4AH TG& PLUMBING �_y - r MSULATTON PER N.Y. STATE ENERGY CODE 62 7. FINAL ADDITIONAL COMMENTS CA Z C 0 x T6 OF 5)UMOLD BUILDING PERMIT APPLIC'AMONT CIMU'iYLIST BU1 MNQDF�P.AATTNJENT Do you have or need the following,before apply Board 'IT OWN H' L ' Board of Health AIIOLD,NY 11971 SO = TEL sets of Building Plans -031)765-1802 Planning Board appro-i•al VA; (63i)76&9502 Survey' '4VWW-noriM0kk:net/Southold/ PERMIT NO. Check Septic Form N Y.S:A.E.C. $ Trustees Examhi+%d 1 .20 Contact: _Approved 204 Mail ro: Disapproved a'c l Phone: txnuation �Builldingg list ector ^', ;,-iPPLICATION FOR BUILI)MG'PERIV t �- uDate S 00 ' i.• �w I1_VSTRUMONS ,a •s application DIUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,accurate plot plan to scale.Fee according to schedule. ' b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application inay not be commenced before issuance of Building Permit. d.Upon approval of this application.the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for.inspection thmuehout the work. e.No building shall be occupied or used in whUi��t�in part for my purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.EverybuiIding permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize.in ruin;,the exremior_of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY&LADE 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,Ordinances or- Regulations,for the construction of buildings.additions,or alterations or for removal or demolition as herein described.The applicant agrees to'comply with all applicable lairs,ordinances,-building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for r.ecessary inspections. _��� KnSt: i�afra..�inr.s J-tiL (Signature of applicant or name,if a corporation) Q lailing address of applicant) i State whether applicant is owner,lessee.agent,architect,engineer,general contractor,electrician,plumber or builder N •Yt Name of owner of premises 7,ML_W__ his (As on the tax roll or latest deed) If applicant i a c signature of duly authorized officer �%//��' (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians LicenseNo. Other Trade's License No, 1. Location of land on which proposed Rork will be done: 4 M TV UC House Number Street Hamlet County Tax.Map No.1000 Section Block 0 3 Lot 0 Subdi:isim* Filed Map No. Lot (Name) 2.�Stata--�xistinguse and occupancy of premises and intended use and occu ancy of proposed constractign: a. Existin;use and occupancy' ��cc�,4I- Id e sJ[= b_ Intended use and occupancy—� rr.,- 2�, S' Adfz rs/a o 3. Nature of work(check which applicable):New Building X Addition ,Alteration 1R.epair Remoi al Demolition Other NVork (Description)4. Estimated Cost 6 a o7?r7. Fee (To be paid on filing this application) 6- If di elling,number of dwelling units Numbe-.dwvelling units on each floor _ if garage, number of cars f3idf• 6. If business,0 cmi-wor mixed occupancy,specify'nature and extent of each type of use. it '. Dimensions of existing stractdres,if any:Front Rear Depth Height !:Cmbi:r:of.Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories ` S. Dimensions of entire new construction:Front /1 s t Rear 11 i Depth PU Height 27 Number of Stories / 9. Size of lot:Front /r'a o Rear V 7_r Depth Z7 S0 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated A 6.71 14 1?.Does proposed construction violate any zoning laws.ordinance or revelation?'L'ES_NO_ 13.�Vill lot be re-graded?'TES NO ��'iI(excess fill be removed from promises?YES NO� 14.Names of Owner of premises ri✓S S. Address f,9,60Y �73 i'"��m Phone No. 631 Name ofArchitect address Phone No i3L. SlS�S=8Sr3 a Nance of Contractor Address Phone No. 15 a Is this property within 100 feet of a tidal wvetland or a freshwater wvetland?*YES NO. X _ *IF YES,SOUTHOLD TOWN TRUSTEES&:D.E.C.PERMITS IoL•-Y BE REQUIRED_ b.Is this pioperty arithin 300 feet of a tidal wetland' *YES 1';0_� *IF YES,D.E.C.PERMITS nLkY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan=d distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK, SS: COUNTSi of S%F-wt-ly beit.g duly sworn.deposes and says that(s)he is the applicant (Name ofindhiau4siring contract)above teamed, (S)Heisthe (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 knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith- Sworn to before me this day of 200 Ll yze�V Notary Public � Signature of Applicant LIND.;.S.S:nr'i?_rq Nnt,n,?LMc,State of New Yak 'r�r<.:• :ri:r�Dce :avrSl, Gtb - _ ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE: ��� wr0 �QpE$,OF•NEW YORK STATE, A P VED AS NOTED SECTION Ba DATABUILDINO B.P.#NBY: NFEE:NOT DEPARTM NT AT a 765-1802 P FOR T .851 FOLLOWINGS�S 1. FOUNDATION -TWO 1 ED FOR POURED CON dODES OF 2. ROUGH- FRAM a PLUMBING COMPLY W OWN CODES 3. INSULATION TE. a. FINAL- TRUCTION MUST NEW YORK S toNDITIONS OF EW BE CO L E FOR C.O. AS REQ ►IRE (pWNZgp v ALL C RU TION SHALL MEET THE Lo REO E F THE CODES OF NEW Td+(�jplAl11I1NGA YO TT RESPONSIBLE fORS�STEES SECTION CC DE G 0 STRUCTION ERRORS. o _ v-GRRDE z FLOOD ZONE COMPLY WITIi CH APT "46' RISEN INDUSTRIES FLW[Y DAMAGE PREVENTION OCCUPANCY OIL rmcU wwE o1�SWRON 'SOUTHOLD TOWN CODE. AL USE IS UNLAWFUL WITHOUT CERTIFICATE .IOSEPW FISCHErrI,PE PROFESSIONAL ENGINEER _ OF OCCUPANCY 1725 HOIBART RD/PO BOX 616 90UTHOLD,NY 11971 6.31-765-2.9.54 i E ' N m N - m M p0. M po co In IF NEw uj sEow"cc No.o52g`° w� MOT MEIGWI DEPiH asloNA� O RIr7EN INDUSTRIES � aSB�Y.8:FWfi in JOSEPH F(SC HETTI,PE .o PROFESSIONAL ENGINEER 1725 HOBART RD/PO BOX 616 SOUTHOLD,NY '11971 631-7CO-5-2954 Y N MCTION Mt wn r CUMM ear . err x afPr Me �— wo Ca eve Kxuu I a►wm Game En x nnv nx eam�I Wow sale FL UM Rare"enke uoo aa.�n� nnaar+enw m - pFNEVyy �F%sc Q,., SECTION CC reap MOM ehkxy + °� LU W K 4IM CARRlAW eaf a KG eAWSOAkD s% z a. 0 a. R15EN INDUSTRIES u -25'SMOM MrAlL -SCALE®NONE JOSEPH FISCNEfTI,PE PROFESSIONAL ENGINEER 1725 FiO RT RD/PO BOX 616 j SOU' I-IOIA NY 11971 f 2954 n • • e 0. IL A SECVON 99 N w x r chnmee anu � a�a x x vs M6 N .E— EM as fm IWGE 1 ewwm GHTL aoe O� t OF nrEwy4 �ftSca ChrF���,p� r � � 2 .. OFE3Sl � 0 z _ x JOSEF'H FISGH1=Ti•I,PE- PROFESSIONAL ENGINEER z 1725 HOBART RD/PO BOX 616 SOUTHOLD,NY 11971 631-765-2954 8 RI55EN IN057RIE8 • 1YPIL'A84�NAD��GfloN f z LL BUILDING SPECIFICATIONS The manufacturer is not responsible for the concrete foundation design. The structure under this contract has been designed and detailed for OLYPIA STEEL BUILDINGS the loads and conditions stipulated in the contract and shown on these drawings. Any alterations to the structural system or removal of any component parts, or the addition of other construction materials or loads must be done under the advice and direction of a registered architect, civil DESIGN LOADING or structural engineer. The manufacturer will assume no responsibility for DRAWING INDEX any loads not indicated. This structure is designed utilizing the loads indicated and applied by the This manufactured building is designed with the manufacturer's standard design NEW YORK STATE 2002 This Fastener Cover. Sheet practices which are based on pertinent CS-2 Fastener Schedule p procedures and recommendations It is the contractors responsibility to confirm that these loads of the following organizations and codes —American Institute of Steel Construction "Specification for the design comply with the requirements of the local building department. El Anchor Bolt Plan fabrication and erection of structural steel for buildings" 9th edition. Specific loads : (See structural calculations and foundation reactions.) 1 E2 Anchor Bolt Details & Notes —American Iron and Steel Institute 'Specification for the design of cold formed steel structural members 1996 edition. 20 PSF Live Load E3 Rigid Frame Elevation —American Welding Society "Structural Welding Code" AWS D1A-9B Chapter LL Reduction Allowed : ❑ Yes X No E4 Sidewall Framing 2 relating to prequalified complete joint penetration groove welds and chapter 8 part B relation to'allowable stresses. 45 PSF Ground Snow Load I E5 Endwall Framing —Metal Building Manufacturers Association "Specification for the design 1-0 Thermal Factor (Ct) E6 Roof Framing fabrication and erection of the structural system" most current edition. 0.9 Snow Exposure Factor (Ce) Material properties of steel plate and sheet used in fcbrication of 120 MPH Wind Load Exposure C E7 Sidewall Sheeting primary rigid frames and all primary structural (taming members (other than P (If applicable) E8 Endwall Sheeting cold—formed sections) conform to ASTM A-529 or A-570 or A-572 all with a 2.2 PSF Deod Load (Metal Bldg. Weight — Purlins, Panels, Etc. minimum yield point of 60 KSI. ) E9 Detail Drawings 0 PSF Collateral Load E10 Material properties of cold formed light gage steel members conform to the ONE Detail Drawings requirements of ASTM A-570. with a minimum yield Use Category (Ix= 1.0 I,= 1.0 Ie= 1 0 ) E11 y point of 60 KSI. Detail Drawings High strength bolts and their installation shall conform to ASTM specification SEISMIC DATA A-325 and are designed as bearing type connections with threads included in Ih�se Drawings are for the shear plane. Tightening of these bolts is recommended by the Tum—of—the—nut method, per "AISC Specification for Structural Joints." 1) Mapped Spectral Acceleration for Short Period, Ss 0.25 Construction All primary structural members except bolts and fasteners shall receive one 2) Site Coefficient, Fo 1.60 ❑ Not for Construction coot of Iron Oxide inhibitive primer. ❑ Perm if Only Shop and field inspections and associated fees are the responsibility of the 3) Seismic Use Group = Group I contractor, unless stipulated otherwise. 4) Seismic Design Category = B ❑ Approval CONTRACTOR RESPONSIBILITIES ❑ Other 5) Soil Class = D + Approval orders must be released The contractor must secure all required approvals and permits from the 6) Basic Structural System and Seismic Resisting System for fabrication within thirty (30)appropriate agency as required. Ordinary Moment Frame of Steel calendar days after the submitttal drawings are issued or they will be Approval of the manufacturer's drawings and calculations indicate that 7) Frames: R = 4_0 Cd = 3_5 subject to any current price increases. the manufacturer has correctly interpreted and applied the requirements of the contract drawings and specifications. (Sec, 4.2.1 AISC Code of 8) Cables: R = 5_0 Cd = 4_5 Standard Practice, 9th edition.) Speciel attention should be given in 9) Analysis Procedure = Eauivolent lateral Force oppraving dimensions and/or'delails. Where discrepancies exist between the manufacturers structural steel plans Please verfyy requested dimensions by indicating OK'. and the plans for other trades, the structural steel plans shall govern. DSN: JMD OWN: SRM REV; (Sec. 3.3 AISC Code of Standard Practice, 9th edition.) DRAWINGS COVER SHEET Design considerations of any materials in the structure which are not DET:. JSR CHK: MM REVISIONS furnished by the manufacturer, ore the responsibility of the contractor and NO. DATE CUSTOMER : engineers other than the manufacturer's engineering, unless specifically indicated. DAVID ROSE PERENNIALS INC The contractor is responsible for all erection of steel and associated work Engineering Seal OF n1EW in compliance with the manufacturer's "For Construction' drawings. MATTITUCK, NY Tem oro su arts, such as y This certification covers w �yhLD. ry PP. guys, braces, flashwork h other elements ports manufactured and �Q y� * SUFFOLK COUNTY required for the erection will be determined and furnished and installed by delivered by the 1".. the erector. (Sec. 7.9.1 AISC Code of Standard Practice, 9th edition.) manufacturer only, and , It is the contractors responsibility to apply or observe all pertinent safety excludes parts such as 1 OLYMPIA STEEL BUILDINGS I rules and regulations, as per OSHA standards as applicable. doors, windows, foundation 0 400 ISLAND AVE. 1 design and erection of The Contractor is responsible for the verification of all shipments received. the building. McKEES ROCKS, PA Any "external" damage or shortages must be noted on all copies of the bill ARaFE5slo�� of lading and one copy is to be retained for your records. Failure to do so L will make it impossible for the factory to honor any claim. NO EXCEPTIONS!!! ey SCALE: DATE: JOB NO: SHT, NO: PROFESSIONAL ENGINEER NOT TO SCALE 12/19/03 5646 CS-1 r 0 DIa=1/2' 125'-O'OUT-TO-OUT OF STEEL B ®DIa=1' • 2 3 4 S T,- . I I x-Bracin - x-Brasil B y7. E __ E B _ 1._0. C C o I iir '-D D ► An CA oD - •I o AC D - r-0 w CA E c c ma` I x '1 U A 3•-0' D A� m �. T •1 G � C Ta _ B Z E E s 1s l'® B I a •o x-Bracing x-Bracing a • 4'-0° 14'-O' 7'-0' - 5'-D' S-D. 5'-D' 5'- ' 1 2 3 4 5 B ANCHOR BOLT PLAN NOTE: All Base Plates 0.100'-0'(U.N.) BASE NOTCH DETAIL ��" STEEL REQUIRED WHEN BASE TRIM UNE IS NOT ORDERED. F F. BASE FOUNDATION NOTCH ��� OLYMPIA STEEL BUILDINGS DAVID ROSE PERENNIALS.INC. WILL REQUIRE THE PERIMETER - City.,McKEES ROC SIo1e:PA TITUCK Slale:NY 1 KS CI ;MAT THE FOUNDATION TO BE r.JMD 1B Drofler.SRM e:2 1g03 Date:11 OS Dol 1 1/2'WIDER THAN SHOWN. Dasi no - •, • Delailer. JSA Dal a; 2 19 O1 0111ce: CO Job Na.:5646 (SEE DETAIL TO THE RIGHT.) -SECTION AT SHEETING N T ChecMer:MM Date: 2 13 04 Office; CO (rrnlcAL EXCEPT AT rnAAlEO orrwncs) ANCHOR BOLT PLAN 5h1. E1 al 11 Dia=3/4"r e" 'Poi Di°=1/2" NOTES FOR REACTIONS QOLUMN LILAC �fv 3" I`- 'p0 �- Bu➢ding reaciluls are Lased on T the following building data: o ®I® 4^ �-1 Width(it) BO.D I O Length(It) = 125.0 ®I 4., o I 2 1/2" Euve Height(it) =18.0 1fl.0 _.L O Roof Slope(rise/12 ) 3.0�3.0 2 3/4" Dead Load psl ) 2 8" L J Collateral Load(Psf ) D.0 Live Load(psi 1 = 20.0 W 2" LSW.. Snow Load(Fs1 ) 28.4 2• Wind SPeed `mph ) =120.0 Wind Code =NEW YORK STATE 02 See Plan an Exposure =C DETAIL A DETAIL D Claeed/open m C Importance-Wind m 1.00 -1 2„ importance-Seismic =1.00 Dia=3/4" 6 DiO- " y / Seismic Coelf(Fo•Ss) = 0.40 H ", j H 3 rI i L.-T-L td Description IV 'V_______ ______________ FRAME LINE 0 q" � 1 DL+CO+LL O 2 O.6ODL+WLl I2 1/2" 3 111ODL+WR1 RIGID FRAME: ANCHOR BOLTS&BASE PLATES - 4" 1O 4 O.GGDL+LnWndL . 111 ��� III 2 3/4" 5 6ODL+LnWhdR I I I B• L J 6 OL+CO+FIUNB_LL 1 ---------------------------------- 2" 2" SIN SW 8 O.6DDL+ I+WS ! Line Line F, Cal ANoO(in)t Wide PI4�(tn)Thk (In) t 2• 9 O.6ODL+WP 10 0.GGDL+WLI+WS 2 1 4 1.000 8.000 12.00 0.500 0.0 See Plan2 2• A 4 1.000 8.000 12.00 0.500 0.0 DETAIL B DETAIL E Dia=1" 8.I I GENERAL NOTES 2• Frame fines; 2 3 4 5 1.FOUNDATION DESIGN AND CONSTRUCTION ARE T NOT THE RESPONSIBIUN OF THE BUILDING RIGID FRAME: BASIC COLUMN REACTIONS(k) 'o ®I® 4" MANUFACTURER. - __ _ t Frame Column - --Dead-----Collateral- --Live---- --Wind_L7--- -Wlnd_R7--- --W1nd12--- ®I® 2.THE BUILDING REACTION DATA REPORTS THE Line Line Hertz Vert Harix Vert Horiz Vert HoYz Vert Hartz Vert Hartz Vert q" LOADS WHICH THIS BUILDING PLACES ON THE 2 1 2.23 4.18 0.00 0.00 17.61 29.70 -16.36 -25.69 -7.17 -20.35 -1280 -15.26 FOUNDATION. 2• A -2.23 4.18 0.00 0.00 -17.61 29.70 7.17 -20.35 16.36 -25.69 3.61 -9.92 8" 3. COLUMN BASE PLATES ARE DESIGNED NOT TO Frame Column --Wind_R2--- -SeismIC_L-- -Sefsmic-R-- --LnWind-L-- --LnWind_R-- -F1UNB-LL 1- EXCEED A BEARING PRESSURE OF 1050 Line Line Horiz Vert Hartz Vert Hartz Vert Horiz Vert Horiz Vert Hartz Vert Hy 2 2 POUNDS PER SQUARE INCH. 2 • 1 -3.61 -g.g2 -0.31 -0.13 0.31 0.13 -6.47 -26.11 -8.76 -22.70 19.57 19:82 2 • A 12.50 -15.26 -0.31 0.13 0.31 -0.13 B.78 -22.70 6.47 -26.11 -19.57 42.83 See P1en 4. ALL A14CHOR BOLTS SHALL BE ASTM A307 OR EQUAL IN ORDER TO CONFORM TO THE BUILDING Frame Column -FIUNB-LL 2- DETAIL C MANUFACTURER.DESIGN ASSUMPTIONS BASED Line Line Hon' Vert ON THE ALLOWABLE STRESSES GIVEN IN THE 2 • 1 19.57 42.83 Dia= 1/2" AISC MANUAL OF STEEL CONSTRUCTION. 2 • A -19.57 19.82 5. ANCHOR BOLTS TO BE SUPPLIED BY OTHERS, 2 • Frame lines; 2 3 4 5 1 I ANCHOR SOLT EMBEDMENT LENGTH IN CONCRETE TO BE DESIGNED BY OTHERS. E-' ENDWALL COLUMN REACTIONS k 6. ANCHOR BOLT ACE TO BE ABOVE CONCRETE FINISHED SURFACE TO BE 3"UNLESS OTHERWISE 2 1/2' e0 a0 O 2 1/2 NOTED BY FOUNDATION DESIGNER. MAXIMUM VERTICAL DL+CO+U_ 11.2 U. - MAXIMUM VERTICAL OL+WL 2 3/4" O 2 3/4" 7. ANCHOR BOLTS SHALL BE ACCURATELY SET TO . MAXIMUM HORIZONTAL DL+WL = 8.0 I.J L-� A TOLERANCE OF+/-1/B"IN ELEVATION • AND LOCATION. 2" 2" B.IF THIS PROJECT HAS BYPASS GIRTS.IT WILL BRACING REACTIONS, PANEL SHEAR REQUIRE THE SIDEWALL COLUMN BASES TO BE 9L 3-4" SET BACK FROM SIDEWALL STEEL LINE BY THE d Reactions(k) Panel DEPTH OF THE GIRT SYSTEM(6"or 10T. ---Wall-- Col --Wind----Selsmic- She., DETAIL AT FIELD LOCATED FRAMED OPENING THIS MAY REQUIRE THE SIDE ALL FOOTINGS Loa Line Line Harz Vert Harz Vert (lb/fl)__ TO INCREASE IN DEPTH. 9. MINOR FIELD WORK OF STRUCTURAL. SECONDARY L-EW 1 E 2.85 3.5 1.0 1.2 AND PANEL/TRIM ITEMS MAY BE NECESSARY 10 C 2.8 3.5 1.1) 1.2 ENSURE PROPER FIT. SUCH WORK IS CONSIDERED F_SW A 1 ,2 5.9 3.81.4 0.9 A NORMAL PART OF METAL BUILDING ERECTION. 5 ,6 5.9 3.8 1.4 0.9 WE WILL NOT HONOR BACKCHARGES FOR MINOR R-EW 6 D 2.8 4.0 1.0 1.4 FIELD WORK. F 2.8 4.0 1.0 1.4 B-SW 1 6 ,5 5.9 3.8 1.4 0.9 2,1 5.9 3.5 1.4 0.9 OLYMPIA STEEL BUILDINGS DAVID ROSE PERENNIALS.INC. City:McKEES ROCKS Slofe:PA I City:MATTRUCK Sta1a:NY _ Oestgn•r.JMD Oalo:12/19/0] Dralfer.SRM Dale:12/t9/03 00a11er. JSR I Bell:'2 19 04 Offlce; CO Job No: Checker: MN I Dole: 2/23 04 1 Office: CO I5646 ANCHOR BOLT DETAILS & NOTES Sht. E2 of II Dia=3/4" g• P Dia=1/2'at NOTES FOR REACTIONS Q Q r� o - COLUMN LINE - fP 3" j1' Building reactions are based onthe fallowing building data: 4" r Wait, (it) 00.0 O Length Q) - 125.0 2 1/2" E..Height Sfl) 18.0/18.0 0 Roof gape(r se/12 ) =.1.0/3.0 2 3/4• Dead food psf ) m 2 2 g• L J Collateral Load( of ) = 0.0 EW EW s aw L ad((spsi�) = 28.4 2• Wind Speed `mph ) 120.0 Wind Code =NEW YORK STATE 02 See Plan See Plan Exposure =C ! DETAIL A DETAIL D Closed/Open e C 1 Importance- Wmd a 1.00 DIG=3 4' Dia=1 2" imPsrtance- Seismic m 1.00 / g - / Seismic Coett,(Fa•Ss) = 0.40 H H # W Id Description tv t i o ®I® 4" F I DL+CO+LL 2 0.600L+WL1 I 2 1/2" 3 0.6ODL+WR1 RIGID FRAME: ANCHOR BOLTS ae BASE PLATES 4" so I o - 2 3/¢" 4 O.6ODL+LnWndL. 5 0.60DL+LnWndR g• L J 6 OL+CO+FIUNB-LL 1 -------_-------------------------- 7 DL+CO+FIUNB_LL 2 Frm Col Anc. Bolt Base Plate(in) Oroul 2' 2" SW SW 8 O.6GDL+WR1+WS Line Line NoD(in) Wid Len Thk (In) �2" 9 0.600L+WP See Plan 10 0.6 00L+WL1+W5 2• 1 4 1.000 8.000 1200 0.500 0.0 I-V 2 A 4 1.000 8.000 12.00 0.500 0.0 DETAIL 8 DETAIL E Dia=1" r6� GENERAL NOTES 2• Frame lines: 2 3 4 5 k ' 1.FOUNDATION DESIGN AND CONSTRUCTION ARE T NOT THE RESPONSIBILITY OF THE BUILDING RIGID FRAME: BASIC COLUMN REACTIONS(k) MANUFACTURER. 4° Frame Column ----Dead-----Collateral- ----Live---- --Wind_L1--- --W.nd-Rl--- --WInd-L2--- ®I O 2.THE BUILDING REACTION DATA,REPORTS THE Line Line Hari. Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 4" LOADS WHICH THIS BUILDING PLACES ON THE 2 I 2.23 4.18 0.00 0.00 17.61 29.70 -16.35 -25.69 -7.17 -20.35 -12.BO -15.26 FOUNDATION. 2• A -2.23 4.15 0.00 0.00 -17.61 29.70 7.17 -20.35 16,36 -25.69 3.61 -9.92 6" 3. COLUMN BASE PLATES ARE DESIGNED NOT TO Frame Column --W1,nd_i2--- -Seismic-L-- -Selsmic_R-- --LnWInd-L-- --LnWind_R-- -F1UNB_LL I- SIN 2-2' EXCEED A BEARING PRESSURE OF 1050 Line Line Horiz Vert Hari. Vert Hari' Vert Horiz Vert Horiz Vert Horiz Vert POUNDS PER SQUARE INCH. 2 1 -3.61 -9.92 -0.31 -0.13 0.31 0.13 -6.47 -26.11 -8.78 -22.70 19.57 19:82 2• A 12.60 -15.26 -0.31 0.13 0.31 -0.13 EL78 -22.70 6.47 -26.11 -19.57 42.83 See Plan 4. ALL ANCHOR BOLTS SHALL BE ASTM A307 OR -EQUAL IN ORDER TO CONFORM TO THE BUILDING Frame Co �Column -FIUNBL 2- DETAIL C MANUFACTURER.DE51GN ASSUMP11ONS BASED Line Line ' Hartz Vert ON THE ALLOWABLE STRESSES OVEN IN THE 2• I 19.57 42.83 Dia= 1/2" AISC MANUAL OF STEEL CONSTRUCTION. 2• A -19.57 19.82 3-3..., 5.ANCHOR BOLTS TO BE SUPPLIED BY OTHERS. 2 • Frame lines: 2 3 4 5 I I ANCHOR BOLT EMBEDMENT LENGTH IN CONCRETE TO BE DESIGNED BY OTHERS. 6.ANCHOR BOLT PROJECTION ABOVE CONCRETE ENDWALL COLUMN REACTIONS(k ) 2 1/2" I _ I 2 1/2" FINISHED SURFACE TO BE 3" UNLESS OTHERWISE 0 NOTED BY FOUNDATION DESIGNER. MAXIMUM VERTICAL DL+CO+LL =11.2 2 3/4"FM. 1 L J L J 2 3/4• 7.ANCHOR BOLTS SHALL BE ACCURATELY SET TO MAXIMUM VERTICAL DL+WL =-14.4 A TOLERANCE OF+/- 1/8"IN ELEVATION MAXIMUM HORIZONTAL DL+WL &0 AND LOCATION. 2" 2" B.IF THIS PROJECT HAS BYPASS ORTS, IT WILL BRACING REACTIONS, PANEL SHEAR 3•-4" REQUIRE THE SIDEWALL COLUMN BASES TO BE SET BACK FROM SIDEWALL STEEL LINE BY THE d:Reactions(k) Panel DEPTH OF THE GIRT SYSTEM (8"or 10"). ---Wall— Col --Wind----Seismic- Shear DETAIL AT FIELD LOCATED FRAMED OPENING THIS MAY REQUIRE THE SIDEWALL FOOTINGS Lee Line Line Herz Vert Herz Vat (lb/ft) TO INCREASE IN DEPTH. 9. MINOR FIELD WORK OF STRUCTURAL, SECONDARY L-EW 1 E 2.8 3.5 1.0 1.2 AND PANEL/TRIM ITEMS MAY BE NECESSARY 10 C 2.8 3.5 1.0 1.2 ENSURE PROPER FIT. SUCH WORK IS CONSIDERED F_SW A 1 ,2 5'9 3.8 1.4 0.9 A NORMAL PART OF METAL BUILDING ERECTION. 5,fi 5.9 3.8 1.4 0.9 WE WILL NOT HONOR BACKCHARGES FOR MINOR R-EW 6 D 2.B 4.0 1.0 1.4 FIELD WORK. F 2.8 4.0 1.0 1.4 B_SW 1 6 ,5 5.9 3.8 1.4 0.9 2 ,1 5.9 3.8 1.4 0.9 OLYMPIA STEEL BUILDINGS DAVID ROSE PERENNIALS,INC. City:M.KEES ROCKS Slofa:PA CI1y:MATTRUCK Slala:NY JM Designer. O Oatn12/19/03 Grafter:SRM Do1e:12/19/03 Delaller, JSR Date: 2/19 O4 Offlce: CO Job No.: Checker: MM I Dote: 2 23 04 Offlce: CO 5646 ANCHOR BOLT DETAILS & NOTES Shf.E2 of I SPLICE BOLTS M MBER SIZE ALE Splice Tap 0£Plate Bottom O£Plo to PIECE B DEP B PL OUTSIDE FLANGE INSIDE FLANGE Mark Ont T Dia Len Ont Typ Dia Len START END 7THICKGTH W x LE W x xLERF1-1 11.0/34.0 11" 6 x 1/4` x 17'-4 S/4' 6 x 1/2' xSp6 A325 1.000 3.25 4 A325 1.000 3.25 R� fl x t/2' x z'-9 7/B' 19 $ - 2 4 A325 O.fi25 2.00 4 A325 O.E25 2.5 IRF1-2 34.0/21.0 13/16' 6 x 3/B' x JW-2 3/4' 6 x 3/8' x 16-3 3/16' �2g'_1 1 � RFl-3 340/21.D 221.0/27.0 0.18811]�1fi• 6 x J/8" x 38'-2 3/4" 6 x 3/8".x 18'-3 3/16" FLANGE BRACES: Both Sides(U.N.) � 21.0/27.0 15/itifix 5/tfi'x 19'-S 1/4'FBxxB(11: xx�=length(•in). (1)=one sidey.1. -�/� EB-2 BxJOD1S4 7/e' C- L3kkX3X7/16 W/1/2'0 x 7 3/4"A325 Bolts X1 M7N 15L•N 1 S"-7Nr B� $°a1N- 1j D'�'n1Ch7 1' I N 5ea-M 1 1 2' v-Q 1'_0. 18'�I 1 2' -11<5. 24,-8 i 2 SP®]._g /2' } • 24�B 1 2' �1'1 2 yp® 11/16' ' 1.SPB 1 3 5P� TB479 �20 , 3_4• . 3'y1- 2B GaF1� •,-10 1/1b' i' ` VB F03 I 4 SPp y-10 1/ig• Y S 1/2• me/ptaln 4 S.0 3 1avP,1 _ 3 a Z3� 46 GaB 9I16�3.617 16' �s .� ��f,� M 4 y� kFl_2 _ '� FB,py� 7 1g'J�8 g I6. J" 12 1:842 vUNE 5tAE 3 /_3 Or f S.3 4 �7`` 1'` fBn7�� � Rf1 3� �B�7` D J/e• _ I I 1 I 1 S -r o ' I T 1 �` I I Lq a 1 r ' I I I 72'=10 1 2' CLEAR+ - 2'-10 3/47 • '� 2'-10 3/4' 80'-W OUT-TO-OUT OF STEEL A I RIGID FRAME ELEVATION FOR FRAME UNE 2 3 4 5 OLYMPIA STEEL BUILDINGS DAVID ROSE PERENNIALS, INC. CITY:MCK£ES ROCKS S1o1e:PA CDY7MATTITUCK I Stat-AW GENERAL NOTES: Dee19aer:AMO I Date;12/19/03 DraNer.SRM Ua1e:12/19/03 MINOR FIELD WORK OF STRUCTURAL, SECONDARY Office! CO Job No.: AND PANEL/T 5646 RIM ITEMS MAY BE NECESSARY TO Detaller. JSR Dotal 2 19 04 ENSURE FIR PER FIT. SUCH WORK 15 CONSIDERED Checker.MM Data: 2 23 O4 Office: CO A NORMAL PART OF METAL BUILDING ERECTION. WE WILL NOT HONOR BACKCHARGES FOR MINOR RIGID FRAME ELEVATION Shl. E3 of I I FIELD WORK. --- • MEMBER TABLE FRAME LINE A & I MARK PART LENGTH D -2 Bx25C16 74- 1 2 DJ-4 8x25C15 7'-1 1 2" 1 125'-0" OUT-TO-OUT OF STEEL 6 DH-2 8x25C16 13'-11 1/2" '�— DH-3 8x25C15 3'-3 1/ ' 2 3 4 5 25'-D" 25'-0" 25'-0" E-2 8x30E16 24'-3"E-1 8x30E16 23'-3" 25'-0" 25'-0" 1'-0 _O" E-9 8x30E15 1'-7" G-21 8x25Z13 26'-11 1/2" 'E.- Extension G-22 8i125Z14 26'-11 1/2" E=9-----E=1------------ C- ------ -- �_=------ --._---E=2 T----------E=1 -----E=9 0-23 8x25Z15 29'-0` G-24 8x25Z14 29'-0" s 3'-0' G-25 8x2SZ16 29'-0" nz G-22 __ G-25 C-25 G-28 G-34 G-26 8x25Z15 30'-7 1/2" I D -221 "IG-27 8x25Z16 30'-7 1/2" G-28 Bx25Z15 29,-0" 'a G-21 G-23 G-27 G-31 .G-Mi m In G-29 0x25Z12 8'-7 1/2" ' rn o G-30 8x25Z13 8'-7 1/2" • G_ G-2a G-26 o G-3 ;,) is G-31 Bx25Z15 8'-7 1/2- 1 C-33 m G-32 8x25Z12 26'-11 1/2` 21 �`+ e•_----------\--I -=------=- I------------ I ]I---- --I —_- ---------`--- Oj�1 G-33 Bx25Z13 26'-11 1/ 2` _ G-36 8x2 G-37 8x25Z13 8'-7 1/2-G-26 G-34 8x25Z14 26-1 1/2G-21 G-23 G-29 G�g 6_1v BA 5Z12 8-71/ . G-38 8x25Z14 8'-7 172I I `EC-1 _ FFl-1 RF7-1 RF7-1 RF7-1 EC-1 G-39 8x25Z16 29'-0" G-40 8x25Z15 30'-7 1/2` I4'-0"I 14'-0' I 7'-0` I CB-4 0.50_CBL 26'-7" CB-5 I 0.50 CBL 26'-3" GIRT z'_0• 7-0• 2'-0' 2'-0• LAPS -�2-0' —z o' �2•=0' �2=0' SIDEWALL FRAMING: FRAME LINE A CONNECTION PLATkS • FRAME LINE A &r4 ID MARK PART ' 1 CL00 . 2 CL020 3 C 025 4— _ 125'-0" OUT-TO-OUT OF STEEL 1 LA BRA 6U 5 4 3 (1 FRAM LWN A & 1:. 1,_O 25-0` 25-0` 25'-0' _ 25'-0" Y 25'-0" 1._O" AID B30.8 2- 3'4 —— Eave Extension E=9--- =1—_-----------E=2------- 122------------F-2 I E-1 -------._------------- 9 0-22 Ck G-39 G_ 5 G_ 5 G- 4 DH-2 1 O1 In Vi G-21 -38 G-40 G- 4 G-33 m n 7''I-'6'GIRT O1 1 CL021 a025 c 025 rCL020 m G-21 G-37 o G-40 G- _33 m n 10 oI DH-3 4 G-3=_ `S G-36 G-40 G-23 G-33 4 31-91 GIRT m CL020� F' , " �CL020 BA �=' I FIELD CUT GIRT r ————————————— • I I -- ————— — I------------'— I .---------I ------------I AS RED'➢ E EC-I RF7-1 RFl-1 RF1-1 RF7-1 EC-1 vm CLOO2, LCL002 �7-0" 14-0' 4'-D" 3'-4• GIRT 2'-5 2-0�• 2 r a'_a�—. LAPS 2-0 2-0 2-a- 2._a FRAMING RED'➢.FOR LKD FRAMED OPENING FOR VALKOOOR SIDEWALL FRAMING: FRAME LINE I (.4 REO'D.) OLYMPIA STEEL BUILDINGS DAVID ROSE PERENNIALS,INC. GENERAL NOTES: CDy:MexEES ROCKS Slafe:PA COY:BATTITUCx 1 SIaIe:NY MINOR FIELD WORK OF STRUCTURAL, SECONDARY Declgnar:J1A0 Date:12/19/03 Drafter.3p14 Dale:12/19/03 AND PANEL/TRIM ITEMS MAY BE NECESSARY TO ENSURE PROPER FIT. SUCH WORK IS CONSIDERED Delaller. JSR Dafe: 2 19 Oa 01(Ica: CO Job Na.: A NORMAL PART OF METAL BUILDING ERECTION. Checker: MM DO C 2/23 04 Office: CO 5646 WE WILL NOT HONOR BACKCY,ARGES FOR MINOR FIELD WORK. SIDEWALL FRAMING Shl.E4 of 11 OLT TABLE: FIR E LINE & 6 90'-0"OUT-TO-OUT OF STEEL A LOCATION OUAN TYPE D A LEN -1-ER-2 B A32 S 8 2 ER-2-ER-2 5 A325 5/B" 2" z0'-o' 2O'-0• 20'-0• 20'-0' ER-2-ER-1 B A325 5/.5 2; ER-3-ER-4 8 A325 5/8" 2• �3• RA 3^� ER-4-ER-3 B A325 5ER-4-ER-4 8 A325 /8- 2- EC-1 4 A325 1/2 1 3/4" 2 _ Columns UN B A325 1 2• 1 3 4" ` 2 SY7-I MEMBER TABLE 1 3Y 0_7 - _ FRAME LINEART 6 E GTH i - >s � EB-2 BX 001 2-4 8 1 SPA i Tn EC-1 W12541 16'-10 7 16" 2 G-3 G-6 ® G-6 G_12 EB_ I EC-2 W12541 21'-4 7/16.. c o EC-3 W12641 21 7/11 € a -11 W12541 21'-4 7 16" 4 c-2 G_5 m G-9 G-11 EC-5 W12541 20'-4 /'1 EC-6 W12541 24'-4 7/16" -1 -I Di p1 ER-1 W10541 17'-9 3/8" C-4 m C-8 G-13 .jf h ER-2 W10541 23'-5 3/8' c ;i ' i I ER-3 W10531 1 - 15 16 ER-4 W10531 21-6 7 " G-13 /-4 & SR-2 8x25C16 3-8 316" 11G PEI ° 3 4H1 1Ox25C15 13'-11 2' i tOx25C15 14-7 1/2G- G-4 `0-1 8x25Z16 2'-7" 6 G-2 B%25Z14 20'-11 1/2` n F BA I n G-3 Bx25Zi6• 14'-3 1/2- H ----- --LE =— ————— — Z-----------Z�h ---- -- H G-4 Bx25Z16 5'-3. 1 EC-2 13 EC-4 EC-1 G-5 8x25Z15 •22'-0• EC- G-6 8x25Z16 22'-0• -•I I3 0-.I3-0.I 14'-0• I]_0,I G-8 8x25Z16 25'-3 3 0 '-0" G-7 Bx25Z14 19'-3 1/2" 1'-0' 14 -1'-O` • G-9 8z25Z15 22•-0° LAPS +jr_p. -��._p. Tj'r_p• G-10 8x25Z14 19'-3 1/2 G-11 8x25Z15 20'-11 1 2 ENDWALL FRAMING: FRAME LINE 1 G-12 Bx25Z16 14•-3'112" G-13 8x25Z16 2'-7" G-14 Bx25Z16 16-11 l/2" A I G-15 8x25Z16 10'-3 1/2^ 6D'-0.OUT-TO-OUT OF STEEL G-16 Bx25Z16 18'-0' G-17 8x25Z16 11'-3 1/2' B D F H G-18 8x25Z16 11'-3 1/2" G-19 8x25Z16 T6'-11 1/2- 2 -20 8x25Z16 10'-3 1/2• CB-1 01 2( 1` 43' RA� 3 , C13-2 0.38_CBL 30'-2" 12 -3 0.38 CB 6'-3" FLANGE 13 AC ABLE 5R�1 G3 Ep i ERi4_ FR MELINE 1 & 6 �1 ID MARK NG IN -17 G-16 G-18 f 1 F629.8 2-5 3 4 3 - ' - _ ERr3 B30.8 2'-6 3 4• •� 51'2 SR, " i •n CONNECTION PLATES EB 1 G-16 G-16 G-i6 B� -I., G-20 FRAME LINE: 1 & 6 o ❑G A A T CL081 C-14 m G-Ifi G-16 m G-t6 G-19 I 2 CLO83 3 SCL-3 4 CL020 G-14 m G_t6 C-16 'w C-16 G-19 5 CL025 } 6 CL002 c •^� F G-14 N m G-15 G-16�,l G-16 G-19 I rf � I m n G-14 G-16 G-16 G-16 13-19 ° I n BA 1 IEC-1 EC-5 EC-6 EC-6 EC-5 EC-1 LAPS 1, +_p^ i, '-Fj�_G• 1 +_p• 1 _p^ I-0 OLYMPIA STEEL BUILDINGS DAVID ROSE PERENNIALS,INC. GENERAL NOTES: ENDWALL FRAMING: FRAM( LINE 6 Cily;McKEES ROCKS slote:Pa CIfY:MATTITUCK slale:Nr MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer:JND Dale:12/19/03 Droller:SRM Dafe:12/19/03 AND PANEL/TRIM ITEMS MAY BE NECESSARY TO DeloRer: JSR Date: 2/19/04 0ffloe: CO Job No.: ENSURE PROPER FIT. SUCH WORK IS CONSIDERED Q Ch..i MM Dale: 2 23 04 O11Ier. CO 5646 A NORMAL PART OF METAL BUILDING ERECTION. WE WILL NOT HONOR BACKCHARGES FOR MINOR ENDWALL FRAMING Shf.E5 of 11 FIELD WORK. -----.......... • SPECIAL BOL15 5 D OUAN TYPE D A L WASH 1 125'-O"'OUT-TO-OUT OF STEEL 8 Q 6 A325 1 21•' 3 4 5 25'-0' ,25'-0" 25'-0" 25'-0" 25'-0" EMBER TABLE 1'-0" 2 1'-0° CB K PAR LENGTH ! `oI CB 132 5Z12 28'-11'1/2• EB-2 EB-2 EB-2 EB-2 EB-2 EB-2 P-2 Bx25Z12 31'-0" i E-9 E-B mI E-7 ID,01 - �Im.Oa E-7 ® -6 EI P-3 Bx25Z14 31'-0" _ N - ®RF7-1 p_2 Typ) ® MRFI-1 - RF1-1 P-2 Typ)RF1-1m m\ - 9 E-1 8x30E16 23'-3 1/2 F I I P-1 (TYP) �— I P-3 (Typ) IP-4(Typ) N E-2 8x30E16 24'-3" I ER-1 I I I P-� / ER-3 I� \ \ E-6 Bx25216 25'-11" 1 I I �9� �m - E-8 8x25Z16 25' I I I I I I Gem s I I I Do m�, { N I I E-9 8x30E16 1'-7" {II I @� 1 I 1 a CB-6 0.50 CBL 27'-7" 6` I 1 N N CB-7 0.50_CI3L 27'-2" •• a ,, I I I I .i ,- CB-8 0.25_CBL 30'-3" �yl I I µyr' CB-9 0.50_CBL 25'-1" I CB-10 0.50_CBL 25'-5" o N 1 \ I RF1-2 I RF1-2 I RF7-2 I RF1-3 I CB-11 0.38_CBL 27'-2" CB-12 0.25 CBL 23'-4" o ER-2 I� CB I I ER- '� �N G�' `e I I I I m EXTENSION CANOPY BOLTS RC Mark Ouan T € Diu Len ^� EB-2 4 A325 0.500 1.75 It 2 P-4(Typ) I P-2 (Typ) I P-3(TYp) I P-2 (TYP) P-1 (T 11 (� I m I 11-3 GB^12 I2LL I I II CO CTION PLATES II ER-2 I I I 1 I ER-4 11 ROOF PLAN PA ,c II IIIRF7-2RF7-2 I RF7-2 I I � o II ER-1 1 I I 1 I I II I o L ( ER-3 I o b 1I Ce\, I I 1 I Ge�9 �a0 I1 N N � M N I � A E-1 I m®RFI-1 1 E-2 ® MRF1-1 E-2 03 ®RF7-1 I E-2 I RF7-1 M _ E-1 3'-0' x I V-0' E-9[®I a E-6 a]Im E-7 D0I03 E-7 ®Im E-7 I® E-9 mIpT E-9 SKY LIGHT(10 REO'D) EB-2 EB-2 EB-2 ?B-2 EB-2 ROOF PURLIN 3'-0" 3'-0" 3'-0" 3'-0" pS-1 Stropping 0 B'-4"O.C. SHEETING LAP ROOF FRAMING PLAN (1 1/2'%26Ga. x 250 Typ.) PANELS: alval m 26 Go.e/Plain PBR ROPE SEAL • _-` SKY LIGHT • ROOF PANE1. :e,ui"• �� M. icw �iExa"s.c. TR300 TIX3 rOiLV ERECTOR NOTE: rr-n -DING iumlw USE TR300 AS BACK-UP FOR ..Bud �I14x7 8 (SS LAP SCREWS A SKY LIGHT SI E LAPS.(TYP) OLYMPIA STEEL BUILDINGS DAVID ROSE PERENNIALS, INC. GENERAL NOTES: QD'a m. p'Y City:McKEES ROCKS S1atc:PA C11y:MA1TRUCK Stale:NY MINOR FIELD WORK OF STRUCTURAL. SECONDARY 0-19 n.1MD I Dot-:12/19/03 Oraff—.SRN Dcit;12/19/03 AND PANEL/TRIM ITEMS MAY BE NECESSARY TO Datolltr.dSR Dab:2 19 04 OHiee; CO Job No,: ENSURE PROPER. FIT. SUCH WORK IS CONSIDERED A NORMAL PART OF METAL BUILDING ERECTION. ANTI-ROLL BANDING DCTAIL ANTI-ROLL BANDING DETAIL Chteker: MM Dale: 2/23/04 Office: CO 5646 WE WALL NOT HONOR BACKCHARGES FOR MINOR FIELD WORK. ROOF FRAMING Sh1.E6 of II i ;JJ • i I TR102L TR061.TR242.TR244 TR1 D2R 'Olt 0 0 o I < Y < -4 TRO41 I 1 I LI I 1 vl I •I 1 •I 1 yl .1 "1 I rl •I Icl •I .I '1 1 I "I I "I sl B "I 'I I rl sl "1 I •I •I cl I�I o 1 Tn m ifl m To co m 0 i m m m iD m m Dm eo mm uo ifl TrNw_7 O O I � 3 I 4 TR001 0 19'-11 1/4" .2 TR001 0 16'-1 1/2' 1.—LAP SIDEWALL SHEETING •& TRIM: FRAME LINE A TR041 2 3'-7" PANELS: 26 Go. R — Light Slone N N of m a v < 0 a a r TRIM DETAIL LAYOUT FOR 3'x7' WALKDOOR ' C 4 REO'D) TR102L❑ T 061 TR242 TR244 TR102R 0 0 0 0. I TRD41 N I •1 •I I cl I �I I I LI •1 71 1 1 •I I "I I I 1 I I 1 I 1 1 I 1 I I I I I 1 I I I N O m m To To m To To m m is m 'to Tn m io m 10 m 113 '�. m al To I m TO uo 0 M m m 0 m ifl a m co Ico 0 r o o I rtm_39 F5 I 2 TR001 0 16'-1 1/2' 4 TRO01 0 19'-11 1/4" 1'—P0" LA SIDEWALL SHEETING & TRIM: FRAME LINE I PANELS: 26 Go: R — Light Stone OLYMPIA STEEL BUILDINGS DAVID ROSE PERENNIALS,IHC_ GENERAL NOTES' Cl.:M=KEES ROCKS .51ele:PA CIIy:NATTITUCK StoIe:NY MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer:JND 0ofe:12/19/03 Dreher:SRM 0-16:12/19/03 AND PANEL/TRIM ITEMS MAY BE NECESSARY TO 13.1.Be-,JSR Dote:2/19 04 0111 CO Job No: ENSURE PROPER FIT, SUCH WORK IS CONSIDERED 5646 A NORMAL PART OF METAL BUILDING ERECTION. Checker. MN dale: 2 23 D4 0ifl=e: CO WE WILL NOT HONOR BACKCHARGES FOR MINOR SIDEWALL SHEETING Sht. E7 of 11 FIELD WORK. ' (2)F12 x 1 1/4- I'-1, 0 1�' FOUR 7-W/E'P. GIDEWµy LV 1 ED.i �PU13x1 -(IF REO'DJ � 4-W/Io PURLM ENOWNL C01-LAIN 1 RANGE BRACE RA FQ G1 I/7•r x 11/4"- .IV�or A�1 /4' i I/2'r N 1 1/4' �'BRA I O (IF REOL) M002 AXY?b4T5 DOOR lAI/B I A-,DOL73 ITYP.)(U.N.) — ]- (7yp,xU.N.) ( DF fQ0'0•) I I COURIER COL MN cuv I �fTYPJIu.xJ 2-w b'GRr \ OF RFOb�1 0,I I=_ _ 4 w 1C atI I I �b.i (2)lj 80.T9 �QUIR,(FS) I RAFTER --O --^D -- a - ¢ p I� (2)1/2'r.1 I/C P 1 - ``I T A26 RN REG;BOLTS TEII BRACE O •+ -G- O I I ---------- - Icr p -- BRACE EFTGYD I I e)1/Yr.I]/4" _ __ __ _ _____ _ _ •I 1 1` FIELD BUT YE 10 1 (IF REWD.) ENDWALL SAFIFA A]y.2' on AS REOb BOLTS 1 �{ • 0I (B 1 Bd.TS f 3/4- QDB] I 1 CIDBI ENDWALL-0" 1 CNOL7ALL OR • 1•, ISNGE CET,DOUBLE CU. I ENDWALL COLUMN SEC ENBIFAIL ELEV. SEE DDWALL EMV. I 'I/2'r M 1 1/4 FKT OEPIN Y OR EE7DED MFYBFR) (SYNGE CEF.MOM ttE I �"' "1 A]07 DOLTS Z ON YEIDED MEMBER) (m) . • A3 COLUMN TO ENDWALL RAFTER BP ENDWALL COLUMN TO ENDWALL RAFTER C9� ENDWALL COLUMN GIRT CONNECTION TB CORNER COLUMN GIRT CONNECTION E6 DOOR JAMB BASE SECTION 1/2'r.1 1/4' PUx{jN A]D7 8MT �PDDT PLM SF ROOF 0.AN RANGE 1/2'/k 1 I/4' PLRILM SQ pfgAy NON') RA�F7EHL (ttP.)(UANT) n]O)BOL15/4. ;N�9'PURIDi RIGID A (6B PEO 0.) 4 N 17 PURUN / CiTP.)(uNJ I I 4'n/IUD'GaRT GIRT Oe- . Cum — I1F REOLJ -_ D ---_o_O-CL1y O 0A]25 6yTi W//4• RIRLlIENDWALL I NGE CF{RSEE CNOWALL DRAWWG RKIER (e)I/2'r.1FOR BOLT DIA AND TYPE. ENDWALL NAFRR A]25 BOLTS W/ (TTP)(Ull)$ORAMIGS ELob] I RGD FRFOIL B0.T 9TE, EFLWALL LG.UMN RAFTER SDEWALL ELEV.1 SEE SIDEW�ELM TYPE,AND ou—TY (E4YGLC CEE,BOOM EEC • ttt"'��� ' G1 eETDm MEMBFR) F9 INTERMEDIATE ENDWALL RAFTER SPLICE F12 ENDWALL RAFTER PEAK CONNECTION FIB RAFTER SPLICE AT SURFACE CHANGE GI FLANGE BRACE AT PURLIN LAP HI FLANGE BRACE AT GIRT LAP RANGE RILL FRAME Mutt =wN DT REGD.) (2)1/2'r x 1 1/4- Ba FlNNEIX GR7 Bars *NOTE: USE 1/2"0 x 1 3/4" A325 BOLTS ______ _ _ __ AT FLANGE BRACE LOCATIONS. o SEE E3 FOR LOCATIONS 1 0 aa2o DOOM JAYO - 1]07 an 1(rm-)ILL.) 4'-0' I 1'-1O 1/2- I . H9 FLANGE BRACE AT GIRT LAP ' ' OLYMPIA STEEL BUILDINGS DAVID ROSE PCRENNIALS,INC, City;McKEES ROCKS SIDIe;PA Gfy:MATTITUCK SIDIe:NY Desig—..JMD Dale:12/19/D3 Drofter,SRM DMID:12/19/03 Deloiler.JSR Dolol 2 19 04 Offim CO Job No.: Checker. MM Dote: 2/23/04 Offtee: CO 5546 DETAIL DRAWINGS Shf.E9 of II ROPE SEAL ROOF PANEL OPT PURLM WALL PANEL DOOR )PIN2 a5'".a iR250:W/� -____ _ ___ WALL PANEL (6 O.1a"• a 1 EADlLR WALL PANEL 5•Plfell/Is CANOPY aw0 IC PUf.JNS 1 RC fVR I ".)(UX) p2 x T ION' pz x l l 1 OF REob) ( \ 5D4. SDs( maa 1 I `trau IM.O (t'-6'aC) 012 x 1 1/{'SD.i /I2%1 1/{' PaRIIN 1 [ANOPT I CCANOPY CLCSAIRE (1'-B'acxwo ^Si(41' �7A III x 1 I/1' FAN[[ (27/I2 x V1. 1.' 1 RAr'IFA Ww2 a a'NEAOER- .. OI/:.IEL 50.5.(AI V1.SOFT. I I iROu W l0•REAMS baN iRwl (�/12 x I 1/f• �S s.OS OF RIPUNS k G4F STRUTS) i -a i Sa-1 DP REO'0) 90O��T'AID ) (1D OG 01119DE M252 CLOSURE R �a l O M I 1•-r I 7a �L YAT P1fl1P' iwE Trim_1 DOOR JAMB TRIM Trims HEADER TRIM Trim_J6 I•_0" OVERHANG TRIM SECTION s„ 1 PO(T PANG F GTE 51 CLO40 x 3•' 1 III x 11/Y(SS) CL ON k FS) (ILi tr SI I sDS(TTP.)(UX tR. n(yONO Al 1/2'SO.S. ( . I I INSIDE aOSURE _ 1/I'r>,1]/{'AWS BOLTS (TIP. (T1P.) 1 -AFTEEAL o R �N RaOi WPUN TOP OF CLOSURE 10 I Sa-1(r5)/ PAWL t 5a-2(. 1 ..r AI V x 11/P tt 70)BATS to Mn., (L)1/2'1 x 1 1/{• I I e'Co PANPANE I M242./.•PLWUNS I OagNER {x 7n1'S.O,i E I TN243./f0'PURLIN$ EMOPT BE" �• xpy) OaUBIE CEE GA iW4 ika70 1-f'0.0. 1 I iRI 45.-0 PumtNs WEL EO uO/BCR) OWRLL RAFTER /I{x 7 11{x)/B• (OMau CEE ON a...(I'-¢'OF) SO.S(1-a-Os.xwR) MELDED YE4BER) —�.I Bois 1,2x 1 1/4' a1751OC a65U� A]25 --WALL 9 OD.) WALL PANEL CUFNER —a NN 1'-D' GQU If CANOPY W/OVERHANG 816 CANOPY TRIM SECTION Trfm_39 CORNER TRIM SECTION FOaF PANEL FUPUII WE SHUT J14 x)/B'ISS) 112 x 1 1/2'(55) IaD.O (RS A:FS) SDS h'-e'O.C) _ S.D.S. RAUL (rrP.KuN.) (N.s o-rs) (T5P)[UN.) sE.1c Iz x 1 1/A'sDs lss) qp�CAP 51 �II2 x I I/Y S" ROOF PANEL (T W.)Iu,IL) ' WRIT PANEL kOCi PANEL S"E QOUPE 1/2'0 1 1 3n'A125 ROLES ./AOPE SEAL a IaP OF a091RE 1 0 S0.-I{{r5)/ e 5 ------- -__ SCL-](N51 1/7'.x I 1/.- tt T.2SPUgLHS I/A' A]0)BOLTS (TTP wN.) 10 LN252 TflOfl�- 1ROB „u' )(WW) A]]5 BOLO' IR2.2./R'PURUNS CANOPY BEAY iU.S,wW), /I2yx 1 1/{' '- Te2.]./10'PLWUNS (011uE1E CEE l%i (1'--0 O,C) S0.i IP)w./e'PURtlNs wELpCp YENBEA) (2I 117 1 i In' 112%1 I/.' `y%'1 mxa.na•Purmns n.z) S.D. P H' /11 x 7/9'(wW) /1N x)/R:IWW1 WALL PRN6 su.slTLP ANO•• 5D.SjwW) sD.s(wp sD.s.(wEq sD.s 0•-e'o.c.7 iD.s Il R iCD yE BOTTOM) (1'-D aC) RAT(PU. PEAL PUIUIN OIIISIOC SURE OUTSIDE II2 x 1 1/{• 7R252 aDGFE 14%) A i0S(1'-O'QC) 1-O' ORT DEPTH POGO FflAYE BOLTS EF]p7 II /B'S0.5. _ • (SEE GROW SECTION (1'-0'GCKWA) FM SZE At OYANRTY) ''-� —I J25 CANOPY TRIM SECTION MGM FRANC CatD Trim_35 7'_0' OVERHANG TRIM SECTION 1RIM_31 SOFFIT TRIM AT PEAK OLYMPIA STEEL BUILDINGS OA10D ROSE PERENNIALS,INC. City:MCKEES ROCKS Stoie:PA Cily:MATTITLICK SIDIe:NY D.519n.r.JMD Date;t2/19/03 Drati.r'.SRM Da1a:12/19/03 • Detailer: JSR Date: 2/19/O6 0111ce: CO Job Na.: Cheeks: MU I Date: 2 23 04 0H(c.: CO 5646 -- ---_— DETAIL DRAWINGS shl.Ell a( 1.1 �W10P1'RAPIER FIELD REWIRED LE A aPRL� — _1 a/1G•.Hou¢s As J25 FEOUIPED- 42' GRI'W/ID OPT a. 4. W Ih•o.t I/P eGL-2 �-OPl 2•w/If GIRT Ba75EGx WALL Clfll A]O7 BOLTS •th-.r 1 I/�' x x/Im cm OLD. A307 BOLIS I ' (TTP.1(U.N.) x]D COPE N DOOR.MNB 1 I-� I O O /�rrLANff(AS PEQ-D)Db) ___ _____ 1 1 OLM - -`wALxDObR Nr— N I CL020 I 1. OL20 ILO-- GAP DOOR EAOEN 11 I N)I/Y.Y 1 1/.' ____ Ih'a x 1 1/A' (2)1/2'.•1 1A' SAYEIrR.AUE----Z I I I A]Ur FINKLM BOLTS DOOR JAYS A20T FN NEIX (TYP• w A3D7 BOLTS (x)I I/2-.x 1]/1 II 1 wA110)OOP JAMB 6WI th'°•1 1/P (TYP.xuN.) Bnl] A= AT23 BOLTS I I I A]07 SMIS Q02O I • - ' (IYP.xl1x) II 1 (TP.)(UN.) 1 OCR PRmti JAMB COLUIM �•.j 102 EAVE STRUT TO RIGID FRAME L9. WALKDOOR JAMB TO GIRL K2 GIRT TO DOOR JAMB L6 M1 HEADER TO DOOR JAMB DOOR JAMB TO WALL GIRT 5' I STUB RAFTER EXYUGHT PANEL T.MR1. GULLS(TYP). , AT EACH END COLUMN OR /12.1 1/2' RDOI PANEL Qi 54-] RAFTER WE0 (IF RE0•D.) w—PANEL BASE AN OE L. (SE)(Tw) -- ...E CAP CABLE NLLSIDE J12 K 1 1/Y IAM. 5• ROPE SEAL / 'WASHER FdIIlDATON STRAND GRIP J rtAT 190E M—M (BY OMENS) ----__- WASNER OF REOD) EY®d.7 _ " NUT �� ROPE SEAL SLOT IN NEB TO INSERT 1'�• 1hY.1 AND EYEBOLT WASHER l(PDOI ) .•I R06 PANEL NROW PURUN (UNj AND EYEBOLT Ir NFO'O :. 'I BY 0 M.MUST eE AOEOUATE NU101 OETAL TO SAFELY PE95T THE LOADS ENOWALL qRT (SEE DETAIL ON •11/Y W ME REACTION REPORI •1EET EI) (B APFUCABLE) 02 DIAGONAL CABLE BRACE CONNECTION T3 BASE TRIM SECTION Trim_40 SKYLIGHT LAP DETAIL AT INTERMEDIATE PURLINS Z2 ENDWALL GIRT TO STUB RAFTER 1 OLYMPIA STEEL BUILDINGS DAVID ROSE PERENNIALS, INC. qty:McKEES ROCKS Sia1r.PA COy:1AATTITUCK Sta1e:NY D.signer:IMD Dale:12/19/03 Drafler•.SRN Dale:12/19/03 O.Iailer: JSR DDI.: 2/19 O4 Offlce: CO Jab ND.: Checker:MN Dale: 2/23 O4 Off)ce: CO 5646 DETAIL DRAWINGS Sht.E10 of 11 DONALD G, FEILER ARCHITECT PR 25 j 11725 Main Rd•Box 1692-Mattituck,NY 11952-631.298.5453-Fax 298.1380 April 24, 2006 Mr. Michael Verity Southold Town Building Department Southold, New York Re, Qavid Rose_perennials—ft ehousse Building Aldrich Lane, Laurel, New York Dear Mr. Verity: Included are revised drawings for the above mentioned building permit application .for your review, with the following revisions: Factory Low-Hazard F-2 and Business B spaces, as per the Building Code of New York State, Section 302.3.2. Nonseparated uses. Allowable Building Area: 15,750 SF as per Table 503 and Section 506.2 Frontage increase (Equation 5-2). Second Floor area with VB construction and two exits; Construction as per Table 1004.2.4 - 200 feet travel distance; Enclosure as per Section 1005.3.2 - Exception 8. Lunchroom with exit door. I trust that this will help to resolve these issues. Thank you for your consideration to this matter. Donald G. Feiler 102-3-11.2 Chronology of Events -- David RosePerennials 2005 05-09-15 Reviewed plans for renovations to an agriculture building. Business area 3200 sq ft/ 100 = 32 people occupancy, Total 2 floors Fire separation required 2 h unless warehouse is class as "U" then separation is 1 hour Office area is "B" as area is more than 10% of building Emergency lights ok Need exit signs Need a min of 4 fire extinguishers. 6� Page 1 of 1 DRAINAGE CALCULATIONS: GENERAL SPECIFICATIONS OF BUILDING PARKING CALCULATIONS ROOF AREA: V=ARC BUILDING SIZE = 125' X 80' = 10,000 S.F. FIRST FLOOR AREA: SITE PLAN OF PROPERTY 125'X80' = 10,000 S.F. OFFICE SIZE = 80' X 20' = 1,600 S.F. FOR E.W.H. LIMITED LIABILITY COMPANY A X C X 2" = V STORAGE AREA: GENERAL MANAGER 100 SQUARE FEET @1/100 = 1 SPACE 10,000 X 1 X 2" FIRST FLOOR (SLAB) = 1,667 CU. FT. 1ST FLOOR....8,400 S.F. MANAGER 100 SQUARE FEET @1/100 = 1 SPACE 2ND FLOOR....1,600 S.F. FIELD MANAGER 80 SQUARE FEET @1/100 = 1 SPACE SITUATE EL. 46.5 PARKING AREA - GRAVEL SCTM# 1000-120-03-01 1.12 CAST IRON FRAMES 8" TRAFFIC COVER 110' X 100' = 11,000 S.F. SITE AREA: 39.35 ACRES OFFICE SERVICE AREA 440 SQUARE FEET @ 1/100 = 5 SPACES MATTITUCK TOWN OF SOUTHOLD AND COVERS TO GRADE 110,000 X .2 X 2" = 366.67 C.F. TOTAL BUILDING AREA: 1'MIN. CAST IRON FRAME EXISTING: 0 FUTURE 2ND FLOOR (UNFINISHED) STORAGE AREA EL. 45.0 2'MAX. AND COVER TO GRADE 1'MIN. TOTAL DRAINAGE REQUIRED: 2,034 C.F. PROPOSED: 11,600 S.F. 1,600 SQUARE FEET @ 1/1000 = 2 SPACES SUFFOLK COUNTY, N.Y. FINISHED GRADE FOOTING COVER 2'MAX. ALLOWABLE SANITARY FLOW: EXISTING STORAGE 8,400 SQUARE FEET @ 1/1000 = 9 SPACES EL. 45.0 + - COVER PROVIDED SWALE AREA: GROUNDWATER MANAGEMENT ZONE: IV 1 HANDYCAP PARKING SPACE = 1 SPACE TESTHOLE BY McDONALD GEOSCIENCE WALLLl 1/4"/FOOT PITCH INV. INV. CESSPOOL ALLOWABLE FLOW FOR SITE: 300 GPD/ACRE ON 8 MARCH 2O04 PREPARED FOR: E. W. H. LIMITED LIABILITY COMPANY 6" MIN 120' X 75' X (AVERAGE DEPTH) 4" = 3,000 C.F. PROVIDED. 300 X 39.35 ACRES = 11,805 GPD ORIGNAL GROUND . INV. EL. 43.0 EL. 42.8 TOTAL = 20 SPACES BROWN SANDY SILT ML EL. 44.0 INV SEWAGE DISPOSAL SYSTEM DESIGN CALCULATIONS: 1, TM# 1000-120-03-011.12 GUARANTEED T0: OFFICE FIRST FLOOR =1600 SF X .06 GPD/SF = 96 GPD T EL. 43.5 STORAGE FIRST FLOOR = 8400 SF X .04 GPD/SF = 336 GPD LOT COVERAGE: E.W.H. LIMITED LIABILITY COMPANY 1/8" PER FOOT PITCH STORAGE SECOND FLOOR = 1600 SF X .04 GPD/SF = 64 GPD EDWARD HARBES SCHOOL DISTRICT: #9, MATTITUCK PETER HARBES 1000 GALLON SEPTIC TANK MINUMUM 12' MIN. TOTAL........................................................................................ 496 GPD 39.35 ACRES = 1,714,298 S.F. FIRE DISTRICT: MATTITUCK BUILDING = 10,000 S.F. ZONED A-C SEWAGE DISPOSAL SYSTEM DESIGN: POLY-GREENHOUSES = 25' x 200 X 21 = 105,000 S.F. SEPTIC TANK: 496 GPD X 2 = 992 GPD TOTAL BUILDING AREA 115,000 S.F. = 69. OF LAND AREA OWNER & APPLICANT: �-- 10' DIAMETER -I � USE: 1000 GALLON SEPTIC TANK I DAVID ROSE PERENNIALS I LEACHING POOLS: REQUIRED 49611.5 = 330 SF 4615 NEW SUFFOLK AVENUE USE: 10' DIAMETER BY 12' DEEP = 377 SQUARE FEET. LANDSCAPE AREA: PALE BROWN FINE TO MATTITUCK, N.Y. 11952 \ II COARSE SAND SW 631-298-6359 I HEREBY CERTIFY THAT THE WATER SUPPLY(S) AND/OR XWAGE DISPOSAL 1 1. LESS BUILDINGS, ROADS, & PARKING: 70% S TEM(S) FOR THIS PROJECT WERE DESIGNED BY ME UNDER MY DIRECTION II \ AS UPON A CAREFUL AND THOROUGH STUDY OF THE SOIL SITE AND GROUND I \• ATE CONDITIONS, ALL LOTS AS PROPOSED, CONFORM TO THE SUFFOLK COUNTY A_FPA T)KEN OF HEALTH SE ICES CONSTRUCTION STANDARDS UN EFFECT AS OF \''\ /S DA j \ NO WATER ENCOUNTERED I / \ 17' JOSEPH F/SCHETTI, P,.E. l \ /' TYPICAL WELL .� 1725 HOBART ROAQ/ l ELEVATIONS ARE IN 1929 NGVD (SOURCE: SUFFOLK COUNTY I i ' SPECIFICATIONS EAST END TOPO MAPS). I, I NOT TO SCALE �4� �E�}. 631-T765�2954 /r�1971 / 1 I / / t O I / 18" MIN, FINISHED GRADE �\Sc tC :1 I I 1. MINIMUM SCREEN LENGTH SHALL BE 3 FEET. X �J, .�, , I I / I I 2, PITLESS ADAPTORS SHALL BE USED ON ALL WELLS. !aQ Qs},"�64' / / •\ I / i I 3. WATERTIGHT SANITARY WELL SEALS OR CAPS MUST BE USED AT THE TOPS OF CASINGS * Cd' v *, 1 / 1 82 GALLON �. OR PITLESS UNITS, WHICH MUST BE AT LEAST 18 INCHES ABOVE GRADE. ,• , ,� , , I \ 1 / I 1 STORAGE TANK 4. PUMPS MUST BE EQUIPPED WITH A PRESSURE SWITCH THAT IS SET TO OPERATE �- .y ; AT A MINIMUM PRESSURE OF 20 PSI WITH A DIFFERENTIAL PRESSURE OF 20 PSI. {(�f,C�` Lu i 1 EIGHT STAINLESS, OR GALVANIZED STEEL d� / 5. CASINGS MUST BE MADE OF STANDARD W SS LU ,' 1 \ / i \ z AND MEETING NSF OR ASTM STANDARDS. {"1� �'.',.-4> Z �� I \ / '•\ \\ 6. WELL SCREEN TO BE STAINLESS STEEL. 7. LATERAL LINE FROM WELL TO BUILDING TO BE .75 INCHES IN DIAMETER AND INSTALLED ��O /�,r� QFJ251� ��1� ,-' •N I l \. \ z AT LEAST 54 INCHES BELOW FINAL GRADE. EA RM FIELD l l GROUND 8. WATER LINES TO BE TYPE "K" COPPER OR HIGH DENSITY PLASTIC (PLASTIC PIPE TO BE /p / '\ I / \ WATER CLEARLY MARKED AS ASTM RATED AT LEAST 160 PSI AND APPROVED FOR POTABLE SUBMERSIBLE PUMP RATED AT 5 CALLONS , p��SS�U� '- I � � \ \\ � WATER SUPPLIES). ,' `•.\ I / `•.\ \\ o PER MINUTE MIN. NOTE: ' ���'� 'N / '•� �� 'THERE AR ENO POTENTIAL SOURCES OF SANITARY CONTAMINATION WITHIN 150 FEET OR DRAINAGE STRUCTURES WITHIN 50 FEET OF THE PROPOSED WELL." / 1 KEY MAP DETAIL OF BUILDING AND PA.RKING ;-''- SOUND SCALE = 1" = 600' I ,,,----'-- ;' SCALE 1 " = 20 s vE Ago i rD �'� j j G� S ` �'..,\°F / FARMLAND ZONED A-C o CD 2 Z /' `• j OCi BUMPERS DOCK BUMPERS (TYPCAL) (TYPICAL) `•� 25' ro 562rri 10 v I / o �' �'\ �/ I \'•� FARMLAND / `•.�/ LEACHING POOL (LP). I I / / ._.._.._.._.._.._.._.._.._..-.._.._.._.. % ��� 2' I I I / SUBJECT PARCEL ZONED A-C 125 ' ` - - - ` - - i \�. i i g U_ ZONED A-C i�'- % �'•� 3` 12 j 1 \\ o RESIDENCE ,!1 LAVATORY •Y'•� I 1 \ ¢ z / I trj `S3• j \ ` � I \ \\ i i 1 I i E.P. 1 \ a SEPTIC TANK 1 I } I 1 \\ m I I F 14 1 120' X 75' X 4" DEEP i \\ FARMLAND i ! ' 4" PVC SOIL LINE 1\� N SWALE FOR PARKING LOT j \\\ ZONED A-C FA RAI! EI EL D 1 j ! W `� LP` 1 � I d' I ` CS" 971' 1 z 15 J ( \ _/i? C"J FARMLAND I! 1 EXISTING M ETA L Q \ ` I ', N ICAPPARKING _ Ld RUNOFF j 1 1 Lij t+..1 ac ! 1 W O ARKING ( 1 • ,, , Q ZONED A-C ZONED R-80 'lo BUILDING � Q �.:1. _r': i 100 � O HARD SURFAC i ! � 16 i 'I M ZONED R-80 I 1 z HARD VRFACE j I °�,,.�rt__ j td jl PITCH .37 (APPROX.) 1 II ELEV 46.5 w Ld J -\O 1 I O VENITR �/ I \I 1 18 I II //� PITCH .3% (APPROXj) I I q t.(.[. I ! 1 Q 11 19 1 I E� RM FIELD p Suffolk County Department of Health Services " �I Approval for Construction-Other Than Single Family 1 1 i � 20 1 ; 1 Reference No. O-(� D S Design]plow i 20 1 1 CORNER. �'•..i ..••' / � I i \ NOTE: NO SANITARY SYSTEMS FROM WELL TO BLDG. 11 -- - WITHIN 150' OF THIS WELL. 166.5' K ERS U S ______�-"w--- Use(s) DOCK BLviP DOCK B MP�R \� These plans have been reviewed for general conformance with Suffolk (TYPICAL) (TYPICAL) , ` County Department of Health Services standards, rdatizW to water lo.z' -""' 1 PROPOSED FINIHED GRADE EL 45.0 1 ;. WELL PUMP � 1 1/2" COPPER WATER LINE I ,' / 1 HOUSE II x \\\\ supply and sewage disposal. Regardless of *my .� 1 \ inconsistencies or lack of detail, const ue ien it rc> 40' T�0 WELL a , _..- It ' ' \\ accordance with the attached permit carntia,5 1 D4•• .._........_.._........_.._.._.._.._..� M � � , standards,unless specifically waived b the / ' expires 3 years from the app y � l �i.�' s rppaoval 44 � ; ;' 1 to, '? or renewed. ' PROP EL � JUN j 0 1 = ' 7nn� III I; Approval Date / / 25 ................. ; I ' -�/ ' - ' 1OSEPHOBART E ROAD PRP OS PROFESSIONAL ENGINEER 15 14 13 '�1 12 7! 11 10 g g 7 1 6 / 5 - ' - " �' , S725 H B N.Y. 11971P \ / i (!) w_.I 631-765-2954 LLJ \\ _.._.._.._.. LU / J \ I CL N , SURVEYED: 22 AUGUST 2003 1. 26 AUG 03 SHOW PROPOSED POLY-GREENHOUSE & MORTON BLDG. 2. 1 SEP 03 SHOW REVISED LOCATION OF PROPOSED POLY-GREENHOUSES AND MORTON BUILDING. SCALE 1"= 100' 3. 3 NOV 03 RELOCATE, NUMBER OF PROP. GREENHOUSES, ALTER SIZE AREA = 1,714,298.32 S.F. OR OF PROPOSED METAL BUILDING. 39.35 ACRES 4. 29 DEC 03 SHOW DITCH, NEW METAL BLDG DIM. 5. 27 APR 04 SHOW PROPOSED CONTOURS, EXISTING CONTOURS, PROPOSED SANITARY, WELL, PARKING, BUILDING, TEST HOLE, AND PROPOSED DRIVEWAY. RB SURVEYED BY .6. 10 JUNE 04 RELOCATE PARKING AREA. 6118104, 6121104, 6130104 STANLEY J. ISAKSEN, JR. 7. 16 AUG 04 RELOCATE & ADD PARKING AREA, WELL DATA, REV. SAN. P.O. BOX 294 8, 22 SEP 04 REMOVE THE WORD "RETAIL". 10/18/04 NEW S FFOLK. N.Y. 11956 --- �� 9. 08 NOV 04 REVISE PARKING, SHOW CESSPOOL SYSTEM. 631 - 34-58,35 10. 22 NOV 04 REVISE SANITARY CALCULATIONS. 10. 21 DEC 04 SHOW SANITARY AND WATER LINE SERVICES. ---- -- -- --- ICENSED LAND SUR YOR NYS Lic. No. 4927 03C 1254RF A SOO �F No NF SURVEY OF OWNER: PETER HARBES DESCRIBED PROPERTY P.O. BOX 1731 MATTITUCK, N.Y. 11952 -I m SITUATE II 00 MATTITUCK, TOWN OF SOUTHOLD s 71.31'30"w SUFFOLK COUNTY, N.Y. 1523.20' w o ^ SURVEYED FOR: E. W. H. LIMITED LIABILITY COMPANY z N zgN 00 �g I m I �0oz �QoXo N cyl TM 1000-120-03-01 1.12 GUARANTEES INDICATED HERE ON SHALL RUN {� ONLY TO THE PERSON FOR WHOM THE SURVEY W F-IY LU'S:? N ;IL�I�' 1S PREPARED, AND ON HIS BEHALF TO THE U 9 w 00 ACCESS DRIVE O 1� LENDINGOINSTITU770N, IF LISTEDLHEREON, AND m W mTO THE ASSIGNEES OF THE LENDING INSTITUTION. S ;79.,34 00 GUARANTEES ARE NOT TRANSFERABLE TO SCHOOL DISTRICT: #9, MATTITUCK ADD177ONAL INS77TU77ONS OR SUBSEQUENT OWNERS. W 0 Z O 79•81 0 UNAUTHORIZED ALTERARON OR AD0177ON TO THIS STAKE S 78° 0 GUARANTEED TO: SURVEY IS A NOLAT/ON OF SEC77ON 7209 OF 28 40 V/ - DAVID ROSE PERENNIALS THE NEW YORK STATE EDUCA77ON LAW. 282.40 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE GI COPY. 00 OWNER: ANNA CORWIN PO P.O. BOX 1187 N MATTITUCK, N.Y. 11952 O FOUND {, ELEVATIONS ARE IN 1929 NGVD (SOURCE: SUFFOLK COUNTY CONC. Cl EAST END TOPO MAPS MOH.. � ). O I rTl 1 1 I I I I I I I I 1 FIRE DISTRICT: MATTITUCK I I 1 I 1 I m X x X Na CO I U U U y 1 / 2 0) CYI I 1 L.._.._.._.._.._....................-.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._._._{_.._.._.._.- 1 I.._.._.._.._.. DRAINAGE 11 o SWALE I 1 1 1 1 I I I j I i 1 I OWNER: W/L LOM NEDp I l 1 1 METAL 1 i i i C BARBARA RY SZYTKO O i BUILDING i „ `\\ I STONE /o BARBARA RYC CHWgLSKI SLAB ELEVATION = 46.5 % p t v \ I `\ MONUMENT, M/D HITNEy rOBWALSK/ -A I / 00 IN \ ,� RESET WAY, MASS. D I ` 0205 O I / ' TEST / IVJ ` 3 ty 1� O i SEE DETAIL FOR BLDG., .,`q HOLE 1 \\ FOUND <t I PARKING,AND SANITARY ' / p 1 \ GONG. 1 DATA ON NEXT SHEET. �� / \.o.0 1 I \ MOH.'\oN� Li + 6 / _ \. 1 tK m FINISHED GRAD F` w m --- EL =45.0 X ----------- \ 0 0 1 / a I 1 \ �1 1 I 0.3% I w PITCN -j o o LU I I 1 0 [ - 1 ol��s .`1 125' i �\ 0.3% i i C0 PIM, WELL I \ I ----�� �F O 8• N Zx Q \I 21 20 19 18 17 1 15 14 �13 1 \ 10 9 8, , 7 6 ' 5 4 3 2 h {, 1 0 o I I L ` A Z N z - \` ' m N Suffolk.County Department of Health Services o - o Approval for Construction-Other Than Single Family N I � Reference No.C b— -- Design Flow QUse(s) ----- - -- ----------------------- 00 w i - - 'These plans have been reviewed for general conformance with Suffolk Q 8 "'I " (°(,unty Department-of Health Services standards, relating, to evater 1 7 25' } ''.� .. ":. ;` ,apply �irc] sewage disposal Regardless 4�f.nri> omission.:-. I 25' ,wOn4stencie_ or lack of detail. construction% is roquired E:o bc! i;T NO SANITARY OR DOMESTIC WATER THIS AREA. o cordance with the attached permit conditio;s and �applicably O i OWNER: J P.O. B LEBKUECHER, JR. :;tandards unless specifically waived b the Department.This approval. � I .O. BOX 645 ; + P� y Y P PP. j JAMESPORT, N.Y. 11947 expires 3 years from the appr Id ,unle7Zor rene AUK � 01005 I . I Approval Date v' er, 1 I I .. O ` 4�_ 1 O - \ rn of NEy,� scyF 0 C! �� }� FOUND 1 1 1. 26 AUG 03 SHOW PROPOSED POLY-GREENHOUSE & MORTON BLDG. 2. 1 SEP 03 SHOW REVISED LOCATION OF PROPOSED y :.'sL Q, MON. i SET POLY-GREENHOUSES AND MORTON BUILDING. MOH. 159.60' FOUND � --- ;-.,, F:•-T � CONC. CONC. S 73`04 00 W FOUND MON. MON., 3. 3 NOV 03 RELOCATE, NUMBER OF PROP. GREENHOUSES, ALTER SIZE CONC. 366. 18 TOP BROKEN FOUND OF PROPOSED METAL BUILDING. CONC. MOH. S 77'�j4'20"W , S 76`3] MOH., FOUND 4. 29 DEC 03 SHOW DITCH, NEW METAL BLDG DIM. l { 30.34 �0 Ill/ TOP BROKEN STONE 297.80 5. 27 APR 04 SHOW PROPOSED CONTOURS, EXISTING CONTOURS, S 77'50'40 MONUMENT PROPOSED SANITRAY, WELL, PARKING, BUILDING, W 176 78 TEST HOLE, AND PROPOSED DRIVEWAY. RB 6. 10 JUNE 04 RELOCATE PARKING AREA. 6/18/04, 6130104. OWNER: JOSEPH LEBKUECHER, JR. 7. 16 AUG 04 RELOCATE PARKING AREA, SHOW WELL, P.O. BOX 645 JAMESPORT, N.Y. 11947 SURVEYED: 22 AUGUST 2003 SCALE 1"= 100' AREA = 1,714,298.32 S.F. OR 39.35 ACRES SURVEYED BY STANLEY J. ISAKSEN, JR. P.O. BOX 294 NEW SU FOLK. N.Y. 11956 631-7 4-5835 I LI NSE N SU EYOR YS Lic. o. 492 03C 1254RF-1 r A " � c � _ t ----- yc vtcnes(915 mm) ` c`- rde t 9 l �•i y' ! � i i \\%, :1'", "•\.-� space p,when wen I sP , space permits fff---"•---•••---u:,•. �_.__L-_-.,_ ._-.-_-..._ �r ,%� /'•� �' r;, 1 i /�" , (C Fig.60e S.1 fly.60..5 2 ci..r floor S c.of 1­1er1rr rig $06.3 51de Wall Gob car for Wsf.r closet aenr wlln Gc•h Per ro+wore.Closer .. _.._.._ __.------_--_---.--._.--------- ----•,��-. f- '� H q o Lavatories and Sinks C� r✓ 4 .rsnc. or .t Closer A M 1 flq,6M.a.1 sl:.or cl. , w M n 60r.6 Exposed Pipes and Surfaces.Water supply �2 SUI,3+N1 of otherwise conhu,, •ed to protect against ,�• _.__-._ .'._ _- _ -._..._ 3 �' �+ '' �� snC ffraVn pipes unAnr Wvalnrles end sinks Shan be n ---fIt- to 1 i contact.Tiwre shah be r,o sharp or suasive save C--=-= .k=--� G=----'�— --� �_---•-- - j - t-•' �,� - , t✓ faces unr!nr lavatories and sinks. .,,` �+- oll In _ _ _ - 79 Fry sat 184270. p210 WNsr Cbset Location F. �� to a 1 ♦' Lr.. r - -�� .e:_:,:.J"'_:_`.-_.__:.-:__:.. - ,t-._.._..._. ___ -.`�"!"" '----- �.._. �. Height of W'.t•r Closat L'�r' ) (.)eel"Grab P.f (b)Abovfl Groh Par y I , i_ i _� -t. - ': ( 1•t HT!rr�r'_6 it_ +.,' I Lr i rig.664.7 , ' I- t _ - _ •, i ,`, tNsnensar Location _ (( mn- t!,- r,-n•, r �+ '1 � ' + (-�>~ `'-1 �•�l-�.• i ail� 1 - __._. ._ --- ------ ___..__ ___ - - - - � �i - _�-.._,_-_ ___ ._.__._ -��r i - ��- St ! "� t r--•-- ! - l 1� _ - -(! - l \� .�._.._._-_.__-_-_____ ._... ! e,.( Yartical Changes In Level I ` � ll�- j `-1,. !%" _ �'a, +..� �' � / j�y-.,Y'-i� `�-_J- ' -.�-. •r �- ' t c" r._-- , _k rig n l ( �' fl ! 1" -.` I .t....____ _ t;i -- ----\f C V _i _ _ , ,_____ '� �._---- -v---'l�..- %' i i z 1 - 303.3 reveled.Changes In Wml M'tweon rr ` (r torn)hkjh rr ninttrn arvd'12 b,ch(13 mm maximum shun bn bevolert wP)a su>f+n nc,t c' I )' CifeWsr r 11 t than 1:2. t if i t•1 SI•Irs Ri ca5.7 , , -- •-f -^--- ('� ity$01.,1 F)y$05.5 �j ( I ��' '• _.....___._..._.,.._...._..,,,,_ ( ( I Hartdron Clssrrncv ' ---. >> ! -i�-� _• _,_ ,__- -V Hendren Cross Serflon ' } Haight 6.a-13 1 �. � ,` f, r! � �_ •_. i to �� '� � .�"._ 1 ` fA,tC t 60 min _ 1 Prwed Cnonqea to LevA 15?5 ` -' -•.! 1 .e.d '"- Ft P 1 t- Ir-" ocr .bunted f ! �l Water M��: iFi (fir.. 11 �� c Closet 1 t=- •y r'17_ `.�--,a S •-v, r '.\. s .a <' �'l tier e r->,t. _ ...1'a -..,, ii�:.`•t?� ��1 ='� ._t S'"f'F'.P. �i" 1+"��E ,'. ,-t I`t;"l,t t `I`j`t'. Icheir Acces..ibte Toliet Compnrtme i ) f � ba�^k w<III ( ; V ' i ----- -- - - 1 - M` _ }- —� - - - - -.. ! _ fj i•,, ,g back Wal!- 4`- ,`� N j F - ! --- ,. Con!rol CI,+,r„ -_-_w Con„Ci , w311 ..1 war! t•, pt co f j ! i I --- — �. - -- —I ------— ------- r \ I f s CT) I` ;t wail w. con'roi C E wail ...w."a.i t +r- i I I 1:r; ter F'r:'dVC7 �? r Its- 915 w ____. .___...__.__ 08.3.1 _ X. Grab T --.--�-*-y .._- .. ra E3ars(n ier Type Showers C„V - ^' -1-' rl3ns _J I \ (�' Location of Shower Spray Unit q(}fn,n Fig.608.; --- -- - 1- Controls in Transfer-Type Showers 60 o'.7 ThreShotds. Shover Gorr^nr!mrnt thresh- Gbh 1 i ,F-- - - ' t - C olds sha!t be-112Inch (13 mm) high max'rnum and rig.608.2.1 - Shall Comply with Section 303. Transfer-Type Shower Compartment { ��"*� • ,r� t v JJ 1� L 1 .,•Cg•.,)� ',.lr--�;"'{•. tK..(":`•,r +-, A; �. ,__ � _ � � -A •- F_ ., (- _ fi .01 �t ( rr't j_fY".'` .�:�,'.i, ., �"'4,i`•t 1 t!.,.+r�V 1• ,..,_ - -r`,-•F• ,,fs-r � Oo/ i {j - (� �.• _ y J t I l '. d LE. f ! Y1tt•)'t'p 4 t.til."Ir-r` 4 it -..t h rr, +t.yr!..F _ t? , _t JJ rf, •JlAe r 4� n i r ,t- - i ` !.,...._ _..�_ �t_liC-'1-:-= _-r• S }s^'" t_•'ta �• ,Ir / ' .1 - _ .-1._.. "- � - '. - rf ^h,�.tr Jl�j'r..,•n..-pier � ( 1 ("e( r- 4( ., .r , t,..� K,tom,,. s s _,, �, r LO { r. • t t � ..`(�' $ .^t�>~ i:•Ft'-- !*-i Ct"ttT'.t" •rt Jr it I i1 t-•�/'•'r . T til 1 j i ( I -.. �. �•.14 t -- i r'--_� ,• r ! F/-'V_ i ..,j'_tS`-- � z ,f. , ;( -' ' ,r � !; ;t 1 t� ';• 2. c. ( ` ;� ", n(,�„ ce r ,'/' l�• 4 �_�. (r.iC^'I'i`Y1r<•1 �1 j,, _ �<( 4 � ! � I `� ( � �-+ '' / ,t +,, T• ' i! `tr y) f- ! '$•. :�i.l. �" ...r ra i 1 >•- t L c as per NICFr,K Q5 .. -T U - - f HIGH WIND AD iTIOli " t i a^it•'t"e Ht D � h,ra t RAFTER TO LEDGER BOARD \ / jy r -- , ;: (2) L 50 each Side of Rafter 1 _' ta• [,t a'.F_ f !i i cs 6 10dx1-1/2e r ix f t L-` Kt.:� ._ .. ..��;'. _1'•- --_ .- 1'-'} , /i,'v.11t ',�t•.,�1.! -t.- ti..r�. ,� LEDGER B C C ----- i y ' ti BOARD �y. � r,-' `1- - _ it t..__._ 518" dia. Lag Bolt 16' o/c y� r (r ► + i ` __ _ ---— _ __ into Solid Framing -r- 1: .T,• � I �- _-t'- � -:�._-_:� -7_ ___-_� t.•x �( r; r.. a! ! i k. F f i ,�; - Y.. �1r2 .! t �i i i r..ice) s, �,- (' ;.t . 3 1-� �';5 [ ! ., �� ! TER TO BEAtl1 a ' - _. �.� w ,I 7- 01 � N7F �_ t ��: I t 3-6d each Rapier -j e V 3 -8d Beam 1 t t POST TO BL • ` LE � t 26 Connector •� 1- �•� !3,L.ot ,�« E � ' c_c :,: `- 1 3 -8d to Seem �' :t �_- �•�i_ `!- ___�___ - -jj tit,' 3 -Sd to Wall TO FOUNDATION �Fr� ti V, ' •-_-- � ! i POST _.�_ �' ) •' -- � ''-�' j`-fi'-- � }' r _ .._..� _-��: f` Lb, ;.ir y,1, �j,�I �.1'"�•1 s' 4�C� fit%• IJf' \.V- 141r 4t�J r - I l�"•�-_ �- , t•�� }-- �.'_�-_.��-� �J,� s � (/� ,l Anchor I -- n _ { l r ` 1. lr 1�) ! . j _1 :�,� LF'• --- 1 /-c�. _ r`__ _ ._- _ _ 12 - 16d to Post e' F:' I f 4 t 1'{ e -� -ram cJ ��� """` r i{`Tt 1•1 f t'r 1; 1 r. -� c, �.r+'cp,N,ng1 07 1.4�A,i^!!a n pr�n�e at15 91Fe v CP 1 w'!t precut p! ,nCk u - ' - P ?Cod n New Yor g. r d 0 rir, s to yW, psi',P!5 10 CCVPf G:17p"t operin^S-7/'�"min,thl k( O ort,n ircuni ) !7 1 A.!`,�r+,m:rtt n nr Tat!? 1609,11 4 2-1/2-t 9 W-J^-d SCf. N� 2'O'C L'U!LDiNG USE f 1 t. I. . FC ,t:' p `—rT-'- _ iT�•T - BUILDING AREA 7,,Pr q-, ilk t,r i r4 to b--as , = i _ - __ - _, F=11�11 �' ! !- ! �i __. PUILDiNGHEIGHT 1r F 'T- r PdnfliTg SChedttlrl W[eM-°1�-7 HOG," WtNQ h{)h,-( tOt� hFf't - _ t { (I F- - C OF CONSTR i I I ,� ' I Y-j i I _ __,�l - - - - ) TYPE U:TtO'd Tyne�/ 1,1 , - i ! DESIVN CRITERIA Presrrirtiv aaf L @ - Nom+.ref W•k N,lS+arnr DEAD AD 10R"f t n RM rnt.r;n.':`.;: r. �" ;.: • ,;,,,' _ ., LOAD r an 1 'nrrk ,,•` r.,, _._-____.•- - ,. , ,. .• i SNOW ,0pof ` Rsen to T:,p Pare (7neFn r.'a1).r._ .-•-••- _...-_ _-,..- -----------..__....... _--_. .. _ - ..__. _ _. _._...-- . .. 'D 45 OSi Q'-ound fdfint Dn,v to Top is se(rce- i!,e) .�•q _ )�) rerannrr .• ' SCiS %OO!`!C CdV (sn T.+•!T.Mr 33A 11";"to P-Ild R snn(Fsrr-nai!M).,• WINDSPCED rr.nrtl„'tt °p -%, 1Gd (,nr Tetae).7) ,r,c,< " t 120 rrph 9 ,cd rtre Tall,34) ark isp EXPOSURE FG Cn"w Tx,oR�uYn Pr ieons .ens ) .1 ._ 1 - r � EXPOSURE CA - C.(Y R1..k,.FoRa"n(T xr'n.�!rAl�) 'V'A is TsAle a pn,e \`• -- —_-._.- .-u"f $ :'r.r i.,,,,- t L l '- } r 1-&1' ra ch lmi . lit I' WEATH S�vP p R:m (r FROST LI�-:DEPTH r• r.- - s,s 1 _ (� ' ' l Y r- - J "'. ____-'.-_-_.._._�___ _A.U.f^^{aAf`!;)".a•<�_.—.— -----._._.� 1 l -+ t- TERMITE r ' I - r heavy P nx=`an 2 th1` Ir•v I I! �! �,, ' rnr!nr�:` r1 n� --7.w•PlmtreT=1 Rre(F r,•. _ .�.. (f D,:CAY S!17 t t0 m, 'S.P a�ur,/o sad l"•,r,a,inm rc,r.si p" �' Ir ._1 "I t !; ,",d ,f 41<.A ini•,t.n<fi tick Z ( (!'aeo-rr;rAl 2 I rd c �1 WINTER DES'^N DR`:'PIIL!?TC>+^ 11Ue^ (r,n-n.)wr), I ,rf+nS F" Hre A.v fo fie N.rr ! 'T' ` rr, AM Cfitftria iS drai r+in c'.^,r^^Q2 irr, wash)the 9 CO. TopnNoamm Plot toAwf ?nAnd).i) War d 'solo - O Nf-YOr{ S Eth>fi--li _ r. <t ,, r.�n Fr nr,. jr ,arnr A P` (AFE PA) V'r'^C' Ft�^�Cc, "'tot al f , P^'` _ 7 I R,i vrI!'rsq fit'•+r.r (t;,•t�e r, n^rs inn One, , ' - '- F, n Pn+m FSse to Flmrjn,rt P.nr(nisi Frld;<.is ati inckms Qace nsl!•a) C;t!U5� 5L(;I IUti tet�iU VIt1n CROSS SECTION END VIEI,`Y' ' /.,-. tt} /ht ,,.•� `yj.�-_ r- ': w.- .,,� A � r"• "�^' �{- L_.--- t ,-•.r." i., l.i•"', w^ c� ` _;-i ? ''.d � J �r' I ,, -. -� f `•-' i � *--'� �.. 4w � , � / ; ., _ I / l (..-- f/'.", y V...-•• )/"� `, � � � � ' ` i ! - .,,_ _,. - / ry u,: - � {'f'r, a �,/� `,� I ,l.«--^ t 4 / 9 L...'� t� � i t•-_.._.� V �__.,... �/ �,...�` � `/ 1 \,,._� , I 1 f,~ t_ _ J /� t �r.,,. ._l'�ti. ! 1 1 • �a (f^ vi'.r <.1.>• ^T t l f - t .,1+<,rFi ,' ,1 f.l� �, t A ` i�.f. ,c,u.r- �1,,.,, r /•. � �x s rr. ) !� •�i �14d ^'-, / t,•------ tyI-�._. _'7 ».4a. �"' 'I 1. . -a l ; \--- -II�-,—t._.t,. ', -� � � a 4 -- tat---•. W I- - -- - - - - . - - _ _ - - -_-' __ -. __ - - - __ . . . - - - , -_ .. . .- , ._ .. I - ._.-. . - _,. ._ , - ..- . - -- . . _ - . < - --. - - . . ,. . . .. -. ,._ ,...- , - 1 J- M 1r• F �y rtvr _ � . - ,k--_.--- 54 min -. __- ') 'I �9;S � ,ill".o,,, w ..;. . ., , _ v.nww COMPLY WITH CHAPTER 114 PLUMBING FLOOD DAMAGE PREVENTION ALL PLUMBING WASTE WN CODE. 27 1 I fe , -- -. mt, I � ' ' 7 SOUTHOLD TO -� I � �, - ---- � � &WATER LINES NEED I\ ; , -- I _ --__.-.-,.-...�.__-_--._._,._..__._.�_--- ----'-.----__-...,-,-._�,_-___+�_ _...� ._....a-. ___-_._..-....-._-_..-<.«.-._..-._......-_._.-.-__-_._-_._....--_.._.....,......_._.-_.__.___._...__<...,.,.-.._-.__,»-,__._..._..___....._..-_.....,._____._._.__..._..___,_..__._», .., _,_ j ~+ , , .C' _ IitfaR 4r ,, ! a 1 pnn f" APPR VED BESTING BEFORE COVERING - -- - - - - _ _ i ,e+ ( ; ` AS NOTED ___ _ _ PLUMBER CERTIFICATION . - , U � . 4 ' '� ~ ) - I -,- -Z ! + �� d \ail!!,' t �_- ,�,`ti E''r+ -� slc1. `� �_ +9msr ( 1 I �I I "DATE: Iz bB.P.#-) ON LEAD CONTENT BEFORE �"" Ate`,, _., ' �;�`._ x ` ( # I "�•� ( ��_a,I r� UNDERWRITERS E O) ;I' -� ,�� A ,.n:,n,P e. �nll \...i.+ r^^ So< CERTIFICATE C RTIFICATE OF O ,r Jncnes 9,S mm 4t mIn 1 ____ FEE. SY .i i .J CATE CCUPANCY °� �' --�. ,.. . . --, •I ace e mi„ ",' BY: - REQUIRED 411 NOTIFY BUILDING DEP ENT�IATI t (+ SOLDER USED IN WATER r t (+, " � U Flg t04.5.1 Fig.tn4.5 Z CI•ar Flom Sn.c•,t Is vtorle. S 765-1802 8 AM TO 4 PM FOR T E�2* /'� SUPPLY SYSTEM 4f CANNOT f2 � � � � t � ` n � .lea fig.sots s(s=�rnR Grob Der/er W,•r�+n•et N.er Wall Grab Be,txnr for Wnte r Cb•et E i% t/ r (/ -1 I I(J - � - 22 - /y H p of Lavatedet and Sinks rye'C-'� el hl fg.�Mw t E f_--� .- Sire of Clea .fee gnaot - ._..___._.�_._._.._..._._.._ __.-_ _. �__-_._._...._.._.�__-._._._...,_�.,_,.� ,?min I I "" + r W FOLLOWING INSPECTIONS: .,1.-_ _�_ _�___, __ ____ -_ ,t _EXCEED 2/f0 OF 1°�-LEAD. -___ _-- ---__...___- ---_ ----�___..___.. �� 1. FOUNDATI`� _TWO REQUIREDt 1--►. Y I p r supply f - - -fir �'��- �, tOt.t Ex osed Ci sand Surfaces,Wate+s --r �.( and dra n pipes under tavainries and sinks shall be --'' JJ-- {'` " ,f u Insularnd o•Nlu+nrrsn conflgwed to prclert syOnst r F 9 I + i _ �, C;_ ry� , FOR P URE CONCRETE ---' --'--- .�..1._.- IC-- _!..--------- 2. ROUC�-�R MING & PLUMBIN I p '" q " /T-,-0" .Z' `t -I 0 ' ' -, £ m r, _ Rz `� a * , contact Thene ahnn be no sharp o*an,ras#ve cur• C ' t' ='= -- 4 z, 3. INSUL TIO� -- ------------- - -- ___ _ `� _ _ ___ .____ �� "n i 1^ - laces tinder tavalxies and tt nk5. E i� E Via, Ljj 4. FINAL CbN TRUCTION MUST I r ~ c� � "` a �_ . o BE COMPLET FOR C. '0. I R t c t F.r.�. 1� I7 T­. ,,u 11;� -: ,., c�y t'/2 jAM �f�"F r t 1 a/^ L H{ Cr r r ,+ 40R�t 5 C!?I /` r _ C_P h 'f� ra Wit L /� 1� ar ?4� _ J Fig.t64.2 O ALL CON�STRU11 C ION SHALL MEET HE: ` \ 4 F ''1`s('' �� C+F' r9� 'j t t <�- ,-,;a Its ? 1�, 41 I 7 9 `�� 0 �I REQUIREMENTS-OF.:THE-CODESOF.NEVI- ______� r - :-Z---- - _ '� �_ �--- ••-••-------'----- - �--- "^- W.terClo.etLotadon g Of 6U. c( -_.__ _ _ _ YORKOT`R - - __ -__ - - - _ .--.-,_ I __--,._t 3d j,, STATE ESPON ISLE IFO�' _____,__ _ _.`,"__�_ - _ _. _.._.-. .., -- - "1 -Y-t-�. '� (a!ee wcrab ear 6tnt� c n o �� ` rJ _ �_ -� ��= Fig ta.4 .r r .'`�` ��_`_' , H•( rat « � +r DESICaN OR CONSTRUCTI N ERR RS, {/I T � ', �y I �'k?'' rF "'^ � I �� OI•p.ig.64.7 Inn " -- -' _-. - _. * I - :0� - �!�✓ tw, ;:DJ ey \ (y ? +4 mat r J ICJ i `I-� -- x - - 4 .� "ii; �� I ( q 4 L t P-1 3i3( 6.4 �"" I �; + Cl (� �i+ - - # t t 4 iI .\ -�, - .,1�,r I ' I f - ---r L-_.� �1 ! �}}j f�c1OQCUPANGY.OR Itag a _____ i I I M �_ ,�-- � t'a N 6 q r I I I _ - -- . - I '-' = 1 ' ( r- (• ,_,,,�.,__ to f.a ( t t - - - _ �� s' 1 Paz I "_ ~- " �� J G' -- 1S_lJNLAW _ __ ____.________-� , _._ ___r__�� _I� _ 4___ _ C i It z -t _ # v FU L i � t .,_T____.____....__._..___._____...._..._._ .. _ _ _ .....-.__._ ._._.___ A _ �` f +', r verHtal Changes M Levrf - t,,,> I `g 1 I i j , T I 4� I + ` �� i I L� L_ ' �' u N C� n� �a i t�1 WITHOUT CERTIF_� " L , _ _ - � ���,�� u� �►�1 �,, \:J �` �� l� `�r ; _ - .� _ _ .SBav+•,ed.CnengpsinlawlMtt13entl f; .� 1 t ! I`!�` ! i t_ (1 -_ --- ; _- __ - i r j - j 1 I 1 I 4 U ( t ) + If � --I '�. f .J ,1 )�"'�"'�� `! !• F min h#;h ndnimum end't=inc l ; ' , �'i C t i �.--- i, ) \ I J 1 ( i t�'.. { {a) maximum sPrt b+bswlnd wi;`I s slats nM s' i fiY ""` 1I t} OF OCCUPANCY i ;____) i ! ���� 4 t 1 ClreWar than,2. ti _. _ - P V 1 i ,� - .(.. ,.�_ ,_- �, I 'U ' I; Y 0 - I - -- 4___-_ --- _,.� I t.- � ' � $^5.4 Flo.50'S.5 rig.tOS-T Ir ry 1 - { I :-_ I •,] fig• - Handrail Cl•aranca ._!._ 1 4 {( t{t+ I; -1 v t ( �,�" r t I t .i 1_ i '7 I J..��..__.._,. � I ____J r Hendr.fl N.Ighl t o-19 I i -) o �� i- f t t r--- _+- '4" N•rd.aN cress Strtlen !^� J i I -- 9 / r. r-I I - , 1 O ! i`V' i._ _ r �....__ f-_.._ ___._ .� __._. .,.__ _., _... _ _ ;- C _ _ r ------- ��! I ��' I 9 ` t I g.s��a F!)min �1� �� ` a 1 � +3 •-i- -- .•+-#_: Y' "'• !! �_..e :-J I (`'�1 Owebd Cnange,M L.vet t s2J /r� /j t 1 1___-J - 1 i ' * ill I» V _ ( v� - t r, k_"' _'_ Cn-- Floor`•iiaQ ount d ' iaJ _ - e Water Closet' 4 % -•--dn C�.. \ Cos.t 1 ; 4 1 # # rn ' r ' '._...x____�....._._........__ �� rJ*rS:l'-j,n. �• t: , i �t r I `.� ...-a•. -._-.... --_ -'-'_'".;.,_.. ..._....`..��_!_..____._..__....-_ -�--'_�, __} """•• __,.ti„J Q - �I ) I i CERTIFICAT _ 1" f;�z M, v (, ;� _ _ _ � �� •�." r - ,k -r I . WheelchairAcc ss)bte let p! (� ( ION 0 H ► r \ - _ i .: -!`,'i rr5l# �:1 r • 1 It. ;'� C t, .f'.o,.. -{ ���� C-i,l.t ) ? e To! Com Arlin! NAILING & CONNECTibNS 1, (. �, , �r- i U(' `� u..E !'��U�'I.x`✓ - '-..,, _ ` + -. �''t_`T!, ` �!'.'n1S T• e i ` f•� �« r '- ✓ -----------'- -- ___._....___--_ __"__��..._--- l`._'` I; � O t' ^ f ty '118 h.10--"o-o I - I ; y i _'--.___ ,�� REQUIRED. NI I ', .'`1 WN..1.'J GL� - _- -= �_ ' ` -t 1 ' l� !'I„t back Wa!i I 4'.rJ I -_..._ �°--^ ►n ' 1 I v I� ' , FIRE-INSPECT ON , I - ----� �'` - - t ; 11 : �. +' O - t- ;_ - _ _ ,. ! (t 3FG - ^a! control REQUIRED BEFORE . ._ _ ____-_-.._._ �________- -- __---_.___, _ 4 r)! el 1 \+ '. .y - ° I - _ [�J"�' " ��} W'1}Ir�rl - wall ,# G�/.a.. I , i ,`_ i �K I OPENINGi I A L CONSTRUCTION.SHALL_-- -.J_._._,_. ___-__ ! �' t` 1t 0 �_U t�l C �t_ ___ ,�''� `�JS wau K. ,( t N ____._._-____... ... _-______�.._,__._.___._....-.__. r - �' Sr3t- Con!r0 � �' __._-'--___--_ �.i Clt .. - .----._._._..------ .f-_-,-.a_ ----- 1 r '(r--= r- - �t - fe- ++ MEET THE REQUIREMENTS OF THE �`�'`-f-p �" ' 'I`;.- I ' j, I n � � ----�---; seateas CODES OF NEW YORK STATE',',- _ _ , , I \rr,�_. r• a:FV.-:rR, ;E tC7 n ,� ( Sr, .t to . I jttr7re iI - ','Y �Y �q I 1 4jr+`.>f%,`'NAe'r I s } ;:) d9 I i ' c } I ..._3 �dl _ _,.-.�_�I ' - Ql. _.._.. _ _ _.. 1_ ! f ' r{ 1 tLr e,rr !:. #-._t - _� i! d_ _ -( - l i j_�j `^ I g t I 4 °' , j a., 5 I ._.._._a.--___-_ '_.L{ - ✓ _: - -=ft �\i1` j- j � _ - - f Fig.��^fi.3,1 ( r, _.; r- __ _ __ _.__..._i __ _.___ _ _ _ Y- _�. - � Grab Bars to Transfer T .e Showers r _ ._ __ . _ _ - -_ -- - _._ I._ _ I _._-_._. _..y_p 1 i 1 _,_.,-,. -t' I.r, .. _'_�,._-_-_ _ia'- -. �_ y � -� •_ ;�,� ,� .. ... _"-la -----_..-- _T�•-^'�=�'`�--_"-�--- __._.._-_ J i .I - ... � yr -_.+--.._...--_'- N,_�_...._.._ .___-. �....__...�_ is -- -- e. ._.___.-__-.___�____-.,,.__-- '...--•-•- ._ _________.,__,_•--.-----__-.. ,r ---_,_� __. _i _.._,._�._......_. _--__-__..._. ._-._.�_ _-_____._. _..--- ---_ 'r; Shawrr S � p�j L'`� i V`J Z� 1'�. ( _ l Location of Tray Unit r v J { 48 ruin 1=ig.608.5 12 0 - V_ 1d "• .) �k"*Irt� �'Fr'¢ ) Control! in Transfer-Type : _j I ^- 1-• `?I f , ,,I 608.7 Thresholds. Shnwr,r compartment thresh- !` t+ G- t Showers p � I . 1.t,. t•w^ ) ,. I I - S.,: # 1`r -C� .�'Tc E-1_ �...:O i j, r)C 1-1(.y olds shall bra•tJ. Inch (13 mm) high maximum and Fig.603.2.1 ('�E� }. COMPLY WITH ALL tOD S OF I V : ( -7 - ,� G' " `}' � shall comply with Sec'ion 303. Transfer-Type ShawerCompRrtment L.i- NEW YORK STATE:t_ & TOWN CODES -O- -(j '.4' ,, (o' '� AS REQ/UI/R�ED AND COND71ONS OF - �? > -- . ,.�ti „' c ` �'�I`Tt�.'�I ~r: �C{ ! - ' - __ I _j .alc �1 P L ,l . f-1 ­ _ _ __._...- __.._._,_ _.._.._,_. ____.____._.-___- _., _,._.,__-_ _ . , _-_-, __.-_.. I ff � t f SOIJTHOL� 1. �v Jr _ �< ',(. t tt a :►+ 4 _.1 -_-- ---_ - ---- -- _.. I -;;/ SOLI IHO! i ;V,!N PLANNING BOARD =�-_ _ -- I - -- - - __ -��r_-� - - _ _ __ - <_L cr-• 4�,t -+r=.way, J � ( --- _ -_._ -_ ._ _ _ .___ .-____�..�-- -- -.__ __. _ _- __ .-___ _ _ - i_ __. . I � SOL;THOLD TuINIJ TRUSTEES j'� t L 1 r'�'t'e `-I r, I f : 1 # .- ', ', _P°"• I +I - T ,1,)__ "l--y s, .l'K.;Tf ,r JI a ,t ' try• ("� ,�' I ? F.t.k.�71"t-1s Ci •C �ti> ht. f Li.T, t" )1 "r: ,L jj _ - I DEC ___--- - - - -- - , -- w ! )-I . J 4 e . 4 r 1 ._. N.Y.S. C r -- ,._ ... -,. - --- .._ - ,^�1E- tJ ?p ^I{t 4#P..�= tet -r.� V ' }t- +t r: r. i,�- '�IaF'. fi.• Cr"�#! i S+i J f::i-�y�F'! E 1{'T;(1! {_:hG Cre,s/LF''`',L [tjy", t( @t , -- -_ --------' f•!)" ..r,^#/1{ 1 r-), h r ,,,ri y t 4r b / ,c-f .______.,____..__...-_.-4--._.-__,__-.-.-_„_-._..,_.--_,_._„------"---'--'-'------'---'-------_..._..,..,,....,,- -_. t y ' _ _ f. ° ;� !(", ., r i 6 1, #i t)G'r,:tea 1 4 r .L C;'+„ t3 , Z,J , a� �. .� tr r I,.�,cr .IG t. j.E_�1t mc) 4-'•r-" =•-Oar 4'•r �" i ftt: .1 .(r�5f)t t ,(,9, - `.;i_ir't: Fin !a a, ie�� -R-- �Sk c: +y W (,L- t I t i t I I �,.. 1. _,_,.__..._,-___ __.__,..,_._-�_----'__._...�, ___-"_ _'-. _ ----_- _.l _.,.__--,-'-_ I _ V. ,••-f+rf, I'x,C :rrx. -\ , .-- [/^�J {-- t'•l'_. 5, `" I `�' _L �+, 'FiI 'j":1 f.'.� Qt. 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Sta*e, SrMlon I glazed e en' n precut' �,- �„ t�; `t -� {-` p 1, .�., 1f09.1.4, P.! g! p rags to be Provided with p ut p!ywS) d `y �` pangs to Cr ver glazed apnning -7116'm'n.thick{4'ovPrlap arourd e^r rings) "- - Att9^_hm^nt to be ns per Teb'e 1609 1,a 2.112' g wood screws-12'o+c `% _.--�'' '- �' � BUILDING Use L^,J•"f(r>•tOf+r� 4 W ur'tr!n,_r L w._ _ _' _._._�. _ -- - _ _ _..,______-..__�_ j .s- -.__ __ , I /j BUILDING AREA �04' r 1, S rF�l G r.l`C- 1 t._ ! 1-!6-1 ��r• ..C:, k_)L,. 'F' IF:=. .�___ !—-, - F _ »(- - _ BUILDING HEIGHT 1< F_ ; _ ` i ! �_,i ` - -�� ��_... E0F t Type ,t"lit-•"?,.r- o1ri ,�Fki-., mil?--,'F hd'•L_F:. I--5c) -1.J i� 0 . �.._. _.._._._ ...-.._-__ _..__._,.,___......�___ _� i - � ='� -� TYP CONSTRUCTIO,a -1 ,f I T'--ri ! lI'� iIi.: _!I � `_� _: L�.� I_ .�� i --_� .. -'I i:] lt !jr _,, rF 4' DESIGN CRITERIA V I 1 , --- - -- - t111 t�)'+, r 40pSt �;:• , �: a,.',', i."'` J- + `-I ,t: , -i L-'-=-_ �_.-._ `f LIVE ... _t I /' - /. k j`j Ir �.oAD r�rCSCr''l?IVP DQSI '1 .____- _._.._ __.__ 7r,n M.-, t+ur+?+.of Na,a ..��'I.1'_,�A_..._...__- 1 t { - � ' DEAD LOAD 1 Q • F x r rnA t 't:�, T ' - _ .^� Y .. -.__.-,-.-._,. -- .. - ....,.,.. .,,._..,-..v.._.,_.i -r.. p5: ground ` Cd+i xloist IaT Poo ,m-ace ndl� ' ¢' -._ .....-. .._ ` _ -_ I '; _. ._-_ ,._ , _.._-_,..._. ... 1 d SEtc lla!l_i ZONE Car':n folaap-lle+RsRer 7) _ - '_ ._,.__.,. ___„..-_._- _. ___.....-.....-_-..._._-«....___....-.....,_.._.. _ - ' - - I WIN`% c)}.t3 Mnpa /��q ( I` _ _,.. , > ,�' •_, _-•-4_"-;-..._-v-.�-- i, __r�- '!f r ,. - f ` 182,E m h C,, 'lo1v Lim""?w6dans tFx►n�f) a- )f e fro T.1,t S)A) ,I I 1 , r '` �.; SNOW LOAD p E r tJ`'.. I �0 SPEED a -, v___ t II.\ . . , 1 2.1 a. >., _ -_ ._,...,..-_.-___._.... + ` r `Y._ ' ! EXPOSURE R Snits't too R.sr,(Fee Ilrj)l) +`sj' - .Ind Isry 2.81)4} 'I tie i CATEGOP,'( (j 8!nrllnt n Room{ra n.11rd) 2•ea n.e and °' '' 1-,a�'1(r ,_P j� Vt`EATHERING Firn Acrdtolt.R:v(F•dw.fl,d, :-f l.t s carherd I :!_ _`<. i. \ _- - __. _ _._ _.._ . :�'.`_�1. j,^J: w, t.! - V Ft?OST LINE DEPTH S6 VP� r .':'*W'A'(LrR G'.aJ•;'7+`: �.I ri" r; -- - .--. > •_ I I + �\ r ; f, ---I, , -- j, "_ _ it _ -{j 1 ?? � r� -, +" i -- r_ - \ TERMITE a 3� � f n Top Ptre op (r"m ;1,-) S`lat`� rr� �`� `. I• _�{_ _;_ ,_ r t I � ✓ fUad ra vy as Per {t.,n ! , ; " ,i I , .I J l� 1 li I, ~;tt r1 .. ( I I I art DECAY at0h a Top Flrn at lire»nio,u C}'.ro-euilnl) 4.1M joint*."A s(,+. �� 1� ! '' f IIi +I f ! 1 I 41 fII J 'I! 1. #'! .. I., !I �4 1 i ( { +{ I -V� g tOmQd@rA?9 Sru.ftoS�ud(rrcnn..tnt) - �ir.t =a.,� I �.<.1, -.� f _ ri_ ..I(. IJ_ t_.._� _ _.._.J _ ! _i C 11De3re sF ^nc e I _� i , ! 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' i I 3., � ___ } I � _.__ __ ____ r __. , _._ + .__.__._ _._.,__ -_._ _..--- --__-�._-._ __..___._. _ .__ _ __.. -----_..._,..__ -.-. - ._1_,. ... ._.. . _ _ . . t *, Grab t3ars In Tlranster-Type Showers ___.__-. ` i F - ! - .-._ _._ ..._. _�_ -_ - _.. . G _- T- _- �. _.__-_. __ {{!tt11 1` .___..._ - ti ' ---. l -� -- �'- --i. .. -r. .� ..-..____ -- _. _ 't--" -__. _�. --`_"'_--'-----.-_--__----_,--.___.,.,..,__..__,.-_... --". . ---- LL '------ __., ----- '- -- - - -_.--_.._ -.�..- __�._._ i c c - r- to t i ii _ _ I ,3, J f t ,� L_.---.__._a.�..___-.-- _ � _-,_____.._._-___'. r`• -_ —'-T i ( � '` Location of,,bower pray Unit -TEi min � Ct� Ci ✓ t a ? n Cr v l r - _.._._.-_ i 10 ( / s�I t, ' C ''✓i I i i C'I Fig.608.5 4 I +� . Controls in Transfer-Type n t- I 1 ( i I ) \' I. j { _ I''L �1' 'f--- r' �` :; j. ; '4 t. Showers 60 .7 Thresholds. Shower ComC+aRm�nt thrash- t-4 ( . - , i a 1 ! -•r� 4 __,.1 1 ,- )�`. ol.,s shaft be-1/ inch 13 mm) hir_,h maximum and Fig.60t1.2.1 i-) r, t. i j - r - - d j i - --- - r i mot- sha 1 Com with SE'ction 303. Transfer-T e Shower Com artment i I i <t I• )i'-__,_ -7 �� 1�_ _ <i 1 I 1 FY YP - P z t! 1;-' ,` F •i'f_ X /: - •, 1 ,—. ' .�, ram` 1 (. -- ;.� --- _ ) 1 t 1 _ t L` - ._- . -_.___-._-- -- . . ' _ i._.•,\ i s- - '` % 1 Irf I - - -- - - i I _ ( l.f , ,- ,� <:-�� I I i _t'lr P.r'?r . f., i r .• r,_. - ,, _.. - �n� - -- ..��. 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LEI__�n a .. .- �.__-.,_ ._ ...__-__.___..,._..__..-_._.__""-_.__.....-_ ... __ ._._..._.�_.._._-..__._...._.__ ...-_-__.._._......_...-__.�,1 Ir _.. _. ..___.._`a.- 3 8d to tie ry� � �• L , �fi-f-I Gt- -� Ca _ , } f, 1 y v E', 3 8d to Wa , �f% . , __ __ -...__... _ � Z, �,,) , ' ,1! { .r - t e, �ly. $ $.mil',_• - Ir`, _,tj T -(. J.,,,� _ .A'.-�-- ,�� r ,�� _ �, " 1'., E:.- t;l'` / j - , i`.r_r ir: I , , a.[:.:.�_, ('.�Cn . _ t•-.f , _ ;: POST TO FOUNDATION '` F- --:_ j. (2,i' r; r--.,T ; I i iiV ' ^r ,,.t,_-) a-- C- ,,,r _�....,' •,,,,.-.. -r-.-- i ,. i i. ,I , .•., y j. I �? A`/ {•;' 61 t./• N`t F. 1r L ,G, U� k i-4Q 1-._r-\ , r , _ C. i l q 1 , 'W 1i I i . ' �.:1 1 W l F : {1,.��' `'F/. r• s r -t t_.. I n �y } of 1 „ t" I c, r P i r I LU, '_" .!r,r* -,`',i 1- >. fir, -.r/ rc. i•-, 1 '' ___.,. __.___.___._.._---.-.__.._.__._____. 12 - 16d to os r t / ) �. 1 l!-t I -1 IJ ll I_rj t./ i i �� f`t t�'r r i r' 4 (��i /e' C r` --_ _ _ - ..._... ,. I `� i lC.1 . - .1 1 f ' I C'. (t t� ! ,« t 1 1 f'}nL, 11.' � I.'- {'. , l r. lr , 6-- L'7" �?(f'.�t / , ..+ j_ t ll 1((1 ` l ._ .. .-.. - , - ..,.--. .-'•__ -.'+< vY �, _ _ l L i " ?-i "�`.i • r.a I t"� �'F -'/•'' l fi�,1. ..+. .v •--.•-•• - r ..� C /' � I 1 j .-, .—, - Q_ ham. . , r - , r _ iis � rI•.ii�-t- r-__M ,'>,i 7 c•_ / __ �s�_ ___ - _ _ _ _ _ .- .. .. _ __ ttJ J I , _ _�- ,�7,, t '; �'��"•)(..1 (, r' ,. > 'r^`i. 11(" ` r" ;s7''t 1C'r �i �f C_ 1G'f_C, ;i �1 s I—_________ f _ I�" i, r r r + 'a'ed OpE`rlf'1'7 prOt9rei0n Sh^t't nf.QrOVvnr"Q aiz pe.(it- e.Uitrfinq'Cod^Or t`!nw YnrL, u. --•'_` '` `t Stale, Snctten 1r0?.1.4 All glazed orr'ntngs to be provided w'ih 'recut p'ywor,d "y k r'.t t' f ' prinals to Cover gln-<ed openin„s-711ri"min th+rk(4"overiap around c—,,f,^5) A!trchment to be as par Table 1C11 1 41 �2-1/2"as w^,od screws- 12"o'c , I BUILDING USE ri•F[>t_iott!F f? b!1, ,_r-t t.r. PU'LDINGARE', F i" Nall„TF; SChodulo V4T-r_!�-`V .5 k16,ta W1"Ok-ot:>i`1-iot-4 ir-T- i* 1 "- ___-__- PU!LOING HEiCHT I" Uj ___,_-__ -._...._ ...__,...__.__-.__.. .. __-._____.. .___._._ ... ,.___ . _ _ T-" TYi^E OF CONE?RU3TION t _•_ ._`.._ "':__________._____-_�.__ _ _ ____� _ __-- DESIGN CRITE4IA Prescriptive Design Innrik cnxr,n i v rPrv.,l v,as;.-«f �_ / - ---- LIVE LOAD `` _•JJ i �� ,I r /` �_ ,,?',. .t t DEAD LOAD sr _�-_. ti�;'r�;Wl,;� __ - e,F1 r:•',� -�,-,t�v • f I s- .. -._.__.___-_._._-__-______._.-____-______ _ _ Rxeato Tnp Prr •~ y,;i• P'v1 F- 014 +n.. :� I ` SNOV'JLOAD 10p5. {rornr,nt)'- 3 P.1 - r r.«Td,fe)7.,) «•Moon �"- !1 r _ ___.__.__.__ -__ r ! QJ p5, GnOs1r1{� Cnlfnf 7nut to Tcy Pre Qw-nu'+y " - r.,r( (t T,H,3lA,) ,�e I,` 7 _ - .. . . _ _,._. __ a / Srhn1'CZONE B Calm`!,xntoPrs)!elR.saQ'.ron.11rf) 3 t.d UnTah,e)7) d!Lr 1! , . -_-.__.._... _ _ .. �" , _ .. _ -. .. C Cnling!n,at lxfw over PiniseW,(Frcnrint) (Gd hie Trh4)7) "),I l -�'-, i WINDSPEEp 3 r I J i *_ --- ` • .. _.. / Cn{`v Seto R.!1a rcmiln! 1•ad ra,ii and 1«t(r,�h ff ) ,yad Lan Tr,:e)al p•a ur I + f r - + EXPOSURE CATEGORY EI P!<c1 t R,RnrToen.itnf? �� {$ _{ } WEATHER(,1� Severe i I-_._` 1 ;: t ; .0 _.______-,-_,_.,______._._-._ ,___.._�_a........-_'. } , .1• :`f" . F- 'r' stet(` rRlm AnrdmP.Ra(im!an1eAY ,t.,,- r t Al-Ihf .r. n, , µ , '- t..k` ` •w+..,v_,t_, ;-:-;-e. ,a - .A„o' >.r 7 r':„`:` Y`. )'°_..,r gym,., FR ST w�i PRA o, e_-'- O i,r- r- L I` " - E DE TH ! w \ .-.. {__. - .. ,_.. T-.._ `.... .i - - _._ }�--.__._.�..__�_, _. r - - Rrd Pirrn Tr j i + 1, \� -11 ! 1 ;_ _'_'{-`-- ! 1 t .. . ': .• _ • I j' - ,! - Y P 2-1 hP jnmert,.idv r,+ 1 I !t I i, {-.__i I _'1 sI t ' i I ;h 4 I j j' , t I DECAY E •fin. t T•nr Pita r In,matinn.(F ernin.ilN) s Ih.1 (J T t + , a h1 a,e to beau li Ij j I s h ! I III }I i' I �i �t' 1 �' $I!Q'!tOmC!P'8:rt Sr.ar.,s�errrtna f) )thf 2a nr. ( 1 _.. - I +- r I ,�i1_ I �. ' i� .1 ___'.I �} __. .-�li '+i-� .:� ,} ( I 'i L"' �., -1I 1.'��'�'.�_---1. �_.!_ i _.._.,� I WiNTERDESIGNDRYEUtF3TEMP 11Der7rec+gF H-.n..,nt+.ytrr;tr,;-Writ.•) Inn Ih'oPJo„ge!gn C� (� I }} <'d In accorCance wi h the Put+ding Cody TnpnHn.,,mPlrr,„s.n rndWr'nt, 7.1n1 n ',a,.„1 -^ - I j i ij _.._..t _ _.-. 1 I__...___..,_._.. 1 Ii 1 ! Ail criteria is d�sic t,�) Ei p I 11 `? t"`` I i ! d c!New York Stale / 'I e t.161 :,n uoC l �; I I `� _ Y1! ' :I e ;t I (AF'PA) Wood Fra;,Amf±r'ctnfForest 8 Paper A sn i,to1 s.lr! PM.:.x,ru,' �� , 0 ( ! I -,..i I I 1 )" ,��r; , t Cons,ruc,,on hlartual for One 8 Tw o I ` i - Fa, yDw.,lii g ( Crh. _ ) n.rrtnfl t te. "mF )nq'llt It t .,yW.i) ) 7)h, r-I- I tr �_ x >.Y r j v •:,.ew+x.. j _ _�....�.« I A )n rat.w rn.' nd' f"` - - - - -' -.,: .w.-..,...av ...,.,�w,.-.,,,e;,.._.,.. ....;,. .w,.n-. ,.».._. ..Jv w.a++emr.+W, -a_.«n��¢.wc ro�maaerruw..,- .,,_c,...,,__.,.,....-..__-.,.___„-,.._,.._e._. -...,- ..,<.. ,_ I �- w :�..,, . ,., ,:.I, l �' I ml. n n W t-CS H' h VJIn dr,,, rrs _ i Ct{U55 `�tC I tUN tNU VItW ~`�-ae CROSS SECTION END VIIAV // j � � � — Zd r I 1 I .' ,� ,_•-- __.,r 1 _ i` - ,.... I t �- ' ') t-- '� r` ~) r rl r- y of n..; ' + i,.;1 t.c.F�1 i r arw, .,i,,w,i '• �,-.:. ! /f r/ j r {r ,,/ ...J '��, h.._.. i,.... :,..,., '! 1..,.. - ! ( ,..-, i r ...-•" 1.,-- i t._..- t....�• -r - / .._. ,;os ..-._. ���., 'f ,4 F.l- a p-/ ,i.i. , Kl,u•, r i 1 Act,.. t� 1 s, 1 ! �' J•`-;~ a.Q J_ hvr/ r , }:t 1, yF t __ _ 1 j .- � t-- _r -i' -I ___ ,I I l I i- I I � - I �! I - __ . (3 ! ._ , i ,. t .. 2 ' , "-1 , ' :. t f _ i,.,. - 1 i- -' _-__.__ - i t ,:mallT---,3'I, --. .. ) o,, i., 4 "ve'"* fi^+!r,e P c � ,- i I - `, r ( - 1 O -. L` -Z r I I ; / 1 i \ ''� t 11 r - `- I C 7- ���/// I.. , r I- (/"��'",r -,___, ic� 1 trnnx,erl I 1 ~- ,.___:"__ ._ ` i I �, i y'".. "+. `1 ' .__ r-a I `�.Q li �- d'�,t E'er l�� adr L. J n 19 m +. I I, _< i t1 r-'_ I �\`)-_ '� ,L,.,� 36,aches(915 mm) I i.i t \�,:;t,: /-- , n`m,rrxlm..+un wait t--� I t L Ili , : I f I I , I I ftf ��11 -r, /� 'u U`,� s,nee permrs 'uo _I _ __-__ - _____� _ . Q Q w I I '2`' J', /- I I t A I „ .� I (r, - Fl 604.5 1 F! 6M.5.7 t1 mm -------�r �^ w e_ - AA c ..\ , - ,, ,_ , P yt, - Fig.606 I I (i �`�" , ( (!,. I � ((� �� (�" � Height of Ltvtlorlet arW Sinks Slde Wetl CnD Bnr for Water CIoaH Pen.Walt Cre6 PPr for Water Closet I loon p ae a Vv.ror,rr Fig 617,'J 1 _�.�k_.--_._____. ._. .. .. .1# - _ , _. I - . , ._ ._ ____.,---.. ___._". -._._._.- ___ - ___ _ - -... �f - _ - .. ___. - _._ - . __- . ._. ____ _.-_ _ _ "__. .._._ _ . .. . . _-_ ..- __. _ _. _- -. _ _-__ Sin of Cbvence for Webr Cloaet e.r _._._1 t i 606 6 fsposed Pipes and SuAacts.Wa1ar supply , ,tK 1 t i I j an0 Arern pipes urWer lavatories and sinks shall be �5 r \`J ��i/� ' i , ft,• I '"I " ./4 .' Hi Insula!e,7 or otherwlte configured in protect against F - �- ' ,----� l- \ (/ . ,, _ I , ., contact There shall be no sharp or abrasive sur• � - -- -==_�, I -- 4 1. I �t •-- G I 1 f I ) (^ f. ` . _(` --._ .. - - - --- I -Y._(' - _. .. ..----- - laces under lavatories and sinks. F 1„ € r� f . , `J , ,:y.tq .7- ,+ [Ly EOO__L.-_ _ _�."__-..-. _ ..- ... J..."--_._- 1. I '1' I I 1 I ,• j I o i \. i 4J0 t1 C1 = II I I { 'A J 11 ,o5",5r, �d y o - I i <, _ ; ___."� ._.___-_4,-----_._-____..__."_ .-_ �_..______._ _ _.� _ _ _--.____-_�___---- --___-_____---__--- n%' _ _ _._-.--------.-----_____— ' ___ _T __.______ 1s-j " _ Flp.6w.z '•��y�0 1`Q�� ---{. '�• \,,.______..,.._....... :.,._._._. .___._ __ _ __. __._..,.__. ..._- __. ___.._._ -,.j -_..�...___ ---_.._,._.....___" _._. -.._ ,-___-__ __._ ._,_.._. ._ .-__-,."_ ..n_ .-_.,.-..-.._ .__ .~", ....___.,._ .....,__,.._,._�.__.._._..»..____.._�.__._._ �___.._.�._.,..___....___.,-_.______.._._._._.___._____ ____.�_. ._______ ___... 16t}�� 1P0-230 Water Clottt t.ocadon Hsieh of W�'Cloael sr J 11 i �" ` d• ' > .,-i w.r.___ __ __ "___.--:. -_ --_.f.--__ 1'.==` �.",­Y'-T.-~__-.. � _ 'i-"-""---`"�,,.�-�` r.-- -- _�.______ 1 __..,___.__ __-..._.,__..,i__.__._ _.. _-s. (n)Below Cab am (D)ADow CrM Per ! I -F �` , ,4{(y� _ r 1 N F' r;t !'- 6 , r!1 i. I � ;-.-___».�_ C, {` i Fiq 601.) kv I l I i 4� i , i t ', \' Wspe...f lacttlorl ? i rz. U „� , , iir-) I T1f" IF. + , i- I i i - i I 1� 3 , , r G` -- ,',1 m,- rt , ,,a _ c` 'i r, ' "� f _ i ._� �,•. I , ! /--- !y 1 S ¢ t _ .�',"' �S'3 32-51 ' e.�, ' I �-- ------- I `` �i - ! t �,' § § / t" �..;. s.,rl�,r,. �1,)! : _. ._ . ". . . . -., . ' _-- } ; i I /� i �" I : � /�1-. _�Ti_ `j r• ._. .,. , �i tit I I I i I_ ,+- tJ 1 �I Cf1 A ` �' i { I I �i t!t,_,, , , i - _.------ �_ `� j � l t,.'«-""'} I I ___ - ,.i..._._.- _t i `v, i I ;' I' r 4 _ t i V} -1--�- fi (�� t I �F ( I 9 `- I �I�' ti ---- ---.._ - .-,____-__. - 1-_...'_...._- _.-__..._.- -.----._..__. -. '. `�' I Fl SOJ.2 p i ) __.�._�_ -___ _ __ _._ _ - _ I V 1 - f1 l' Wnted CMnge►In Level E' O i t, 6 1 -i t, __*_,_,__ r" ; f ti i _ - __ - L '. - — _ fi I r:: 4 1, C'i _ ' , I I {' •"` 1 - _ ��} - .L• 1.= I , -- i t. - e-_. -__ )/' ''- j i 1I 1 r v i - _.._.._. �) . ' "._ /,`- .✓ i 30 Bavt.ed.Changes fn M e between+! �V t g I 1 I -,� ; ---- __. ..-- - - ..-_ ``` ---------- ----- ,...._ I --". - -- - -.- .. I i ! 1 ._.� ...-_. E mm)high rninlrn end V2 kKh(13 rtlrn i - ' )_� '�� 1 1. V I ( um ;i. It".t -I ,J� ' , " f--� - I > i I .l,' t «.._.„ (a) maximum shell bP bevelyd with a$IN*nM s' _ I i �„ , i Ctrru4r than 1.2. -t-�-� -- _ ,-t ' i .� l; ` ` _ '__.,_.. i (, I t f - ` -W-� __•�-___.._........_,.�. - - -,, ' �•`• --, - 1 'i = (t)Stain Ftp.60S.S Rp.f05.t t t) -._--•j -.___,_r.:. \t) 1,r-•, ( i i i --,< i - I I 1 i 1 I 0 I f! ;1._..._....-._,... � J�� I � I .t� � Fiq.SOS t Htndm!t So'" q li_2 � c_-.) I - ! � Hnndralf Crose Socflon II ' - •,r,, _ 1 , .�--b _ \ }:- ' I Ll f. _____.___-"_._______.____ v f Handrril Height 6t"1J i .i_.�.._ 1 •',i _.J ' I .... a, ppv .__._._ _.___ , _�._,_a`,_, �} ,(��„e'�'�e .. C1al _ ----- j i - - - -- -' i;1 CV_.._ i t.. II +- ? 303 7 E r� , i r -- - -- - •. -- -- --! (\,) ,I 1 i , I .-... - \V I - - . - -- I /\/ I' ` 1 1•--------1w- _..-.--�.- i _ t np, _- GO min j . ti _ .,I, •C '�./ l i \ I -��I \._.- / f„<m...._......w__......__._.._.1 Via:' (� Pweled Cnnngea to level 1 52.�i ' t"' -l_. _ _ i - 1 i,'i + i1. Y +.---- - �I _, 1 4 § I , \„1 } le i���' f r_ --- !, ; V ,l r_- t` ; l ��_, Floor-Mounted Water Closet Q t;}1 I C-_ � ��!!�� r - I �.__. I C /.10" ' _0 } :!.A•' A� i j �"""'t - = I i 1 t' _tom v 1.a C ` . - _ 4/heelchair Accessible Toilet I _I j' i ,f , r i 4.�.. •)------_.--_____ .~� _C' I , r' , `• , _- -...----- , _.--_-_._-___. t I t I a 1 I L •� r .�.I r ; , �_ .tir- "�';-� !,t e 4' r F„4? 'r' 1(.�i" t t �, c-lt-I,I t ) L? Compartme - �W - I .t �,f l r '_ ! , I! t� I 18 bark wall - - f l �T w �:. _ _ - _ - ---- _ - ! ( y 5 ,,,. back wall ( 455 I (� � 1 I I i' ! - - r-_ - -----_1 I ,Y r 1 � _ _ `% SI,Dt ! Control to � i } -- t f i i \ - I e. § I I I C'.',II,,; , i-_ c ) __.� ? tio `.✓ co a. I - - ,_ . ._. . -.1 ... - -- ( Y I nn �;, wall wall r , 1 i r 1 ,I/ )! t ,1 j !I walltro ,//. 19 pant N '• I w r ___. ._ _ _.. .. _- waif i yy ,1 1 , `.\,\ {\✓1�J_ h^ , _ ; _ _._ _ __.." .. ._ .. ."._ ..___--- -- _ e F� r_-:.- 'e tt`_�=--i, -S_% I # r'` t I I ! I soa cJ,,,I Z t I - t i I I r i r I w �..� M )I + __"l -, - - _ � I ci I I ra j 915 - c N f�•r-� , / I i f d�+ ' i - 1f I tot it i Ct-1 I -- _. _ } - _ _ �� _ 1 `, (� I , I 3.,r _ . _-__-_.-_._,,-_-..-_.- .,,-__:_..._.___--___1 .._.________._.._-__._-W.. _ __ _ ___..__._._- --- . : 1_. _- -s�__. �_ -_ _ _ _.-_.- _..__ , __---- - ---- Ig. 3.1 �� i :__ z . - I _- , .--_-- ._. :^- - - __ _ __ __�.---___._...-- _. __.__.._.. _. __ _._.__ _ - - __. _....- -- - --�T,~`_-__---�-.- Grab t3ars to Transfer-T a Showers _ I ' ._.� �� t _1. m 11�4 —L] - - - -f. - _ _, rP __ _ _ r - 1, I - -- - -- - - - - 'i i 1 _ _ I J LZ- !V r', j J n _ + Location of Shower Spray Unit ff 4H min V- J i I`,' i✓ v. l.r t , 1 if f I � L•1 - t (_�"� � ' Fig.608.5 * < �" § 1 I � ('.,/ I I I !tFItt - Ii ) 1220 . e- ( s1 y., 1 ( I I f , - Contiols in Transfer-T e I /' - t t r+`'' t, i I I . I �s'•t II -1'-f,'' V- r E ,r."V_ '•I i Showers yP GOt3,7 Thresholds. Shower compartment thresh- 1 1 t t f T - i_� I _�.JI 1 !n t I ... ( _ I ,II I ___,� __________._� L olds shall be'/2 inch (13 mm) high maximum and Fig.608.2.1 �I >. '-',' ' ___"___. _..._-.____. _______ _____-__._ �. ( I I I shall Comply with Section 303. Transfer-Type Shower Compartment z I �r , 1 ``' : �,�„� I - ii If-y � , el, ` C h` ` ; c.l — - --- - - -- - - _ I 1. -" •• , . I ell, 1 .r s'x14 r ',,v- I _,__.-__-_-__-_.________._.._._-_-. -----_." ____ � �� -1I .__.._..:______-_,-_.-__,__,__._.______._,__ .________.______._.--,,_-__________. : ___._ _ _ I ( - t 4 -- --- ---_-_--_- -----_--- ------------- --------_ _... -. _._ __ ..__ 0 � I `-.I'I �,,r'- r "t'�'i. ('a--,,•. t I- I-,'• ,r', I,- �, '1 .a_ _;`-I." .I ii t_r T f` § .i-./^. ,/_-. ,•_,r••ry,. -F+�;- ,i.^b t, (, .0.. 'i'.l c.." }�A�s....T'., ..�. �.,t,t`i _!., ice;. ".k �rl ' "#, r 1IT-I'rt,A ,r `)'r-. pk,"1,F. ,k'Y- r+ r' , l-t-t- ✓C> ,',`.,;l.,f. t-T,-,'t r( t�_. '/ j � r ff err r,, � / h ) ( t \ f 1 i t. 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YV--���PQ�Y ra____N Q��naSrovlaed es par thn Buitd;nq n t n r c� Diaz d ni Cod o N ^ ` I . -""' l I- t_,' ' r t. - t-, ,.,�; �s c,• Stare Section 1603.1.4. All glazed onenings to ha ,_ ,,I'd "�''` I pnneis to cover glazed openings-7I10'm" "ck{4"overlap arpund openings)_ 11 - "-~ _ ".-"_ -. E'U1LDiNG USE Attic a PS r,±r Table 1 E • 2-1/Y 08,wood Screws-12'olc •.'" ._ I`+.f,I r.v l i C'f F. it-,P sr,, �, _,._- _ BUILDING AREA 'r-lic, v'li I q A `r- a bt meat t 0g. i fV II n Sche(iulo W> enA-°IS ftlG,tt WtrrotrlOF.� t+Ff�e- _ 0.� ��' `'=,� �._. __ EUtLDING HEIGHT )� FT ____- ___. ._._____..___.._ _._..___.____r.__ ._ _...-.__.- _._._-___-__ ._..____._... ...-. _ _ @ .__ TYPE OF CONSTRUCTION Type V n i �.,r DESI 0 �2_ i� _ GN CRITERIA Pres r i r �'- ! t)11_t I, - __ --�. 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(`�(v-„ 1 ' _ ; I' 'I 1,r ! ' ' �'I _a' :1 i- I �.-_ i, 1 ; ;'_- -i i ._-_ j DE R!1M(TE Top Plaa r Intescnim,a(Fano-nntre , �! �� II �I I ( ! I!I :�1 1 `* _ i I }I _,fI I Ii r- ?I li ECAY Moderat@to heavy °s r tP rm ) tt6d )ni,:v .... i - a.- .' I I+ I + I° __ I ! 1 I, "f I (y I I l' I I I ,I Slight to moderate Stud ro 9w)(Frsnrled)�.nal 116d jt-s c O Q V �= 1__ t. ._. . - I• �. = � I-- J I !. _ , _�-.-1 _ .� 1 i ERDESI N .did. - + _ v�_._-. I' :I 1- ,i I:-- i.-J: WINT G DRY BULB TEMP. n „ I 11 Degrees F )r ed�to Hrw"rr tF.a.ar.d) ,6e )6 e e.d s rdtr, -""+ 1 All crtteria is dasi ___ _. _ t[ -T __,__ - n accordance w.. u;!d,n ) P t y C.,; n Top or Boeam P re to 51ud(i,d mint) 2.160 pn 7,.uud apt I +_ j 1 1 -t- ,,F n, ( l I r,i: (AF&Pk)o Jopd Fr me Construct onPrfC,SrjrpMau nI or One&Two - e 16d r-251 stuff -- - lIl .-- -.__ _ _ _ I - ___ _-- Family el!ings(WUM 9 ) )__._...__,.........-.-_._._ - ..._.._,..__._._.._�_..«....._........_..»..-«.. __ .,. � , 0 _, _. _._,....._.,.._...,....,..�... _.»,,._..-„_.s..._- -..�. .._._.._ _ - ditio PltctoFloor)oi,tB*.4oiKFrdjataBl-%ini(F.rt-n.il.f) - 5 Hi.h Wind Ad n Bonnr,y_..�,..,.__.-_..__.............._,.__...__ F_._._-----_..__..__ __. .___.-._ __,.._.___.___.__-.-__..._,_._._.,___ _ I___ (;i1U55 St(;IIUN U VItW /(� T-16d" pn hto, f ' ' � CROSS SECTION END VIEW Z ::�> _j +j� .-+^" 1 i I"_.,_ t __ F ,+ j r r �` 1. ,__^-' y .. ,i 1 1 1�'"'_+� A` r ! 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