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HomeMy WebLinkAbout45668-Z �g�fFOlifcoG Town of Southold 8/5/2024 0 P.O.Box 1179 o o _ 53095 Main Rd y.�j� ao�, Southold,New York 11971 t CERTIFICATE OF OCCUPANCY No:. 44923 Date: 2/4/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1305 Sigsbee Rd,Laurel SCTM#: 473889 Sec/Block/Lot: 144.-2-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/16/2017 pursuant to which Building Permit No. 45668 dated 1/12/2021 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: single family dwelling with unfinished basement covered front porch rear stoop and outdoor shower as applied for per ZBA#7087,dated 9/21/2017,#7209, dated 12/20/2018 and#7340, dated 12/19/2019. 8/5/2024 Corrected to say single family dwelling on top line of CO. The certificate is issued to Peck,Tracy&Corbett,David of the aforesaid.building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-0043 1/25/2024 ELECTRICAL CERTIFICATE NO. 45668 1/9/2023 PLUMBERS CERTIFICATION DATED 7/19/2023 err Bland A (7orzed Signature o'S$ � 01 f'r Town of Southold 2/4/2024 G a P.O.BOX 1179 53095 Main Rd G�ryQj �ao�. Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44923 Date: 2/4/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1305 Sigsbee Rd,Laurel SCTM#: 473889 Sec/Block/Lot: 144.-2-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/16/2017 pursuant to which Building Permit No. 45668 dated 1/12/2021 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: single family dwelling with unfinished basement, covered front porch,rear stoop and outdoor shower as applied for per ZBA#7087, dated 9/21/2017,#7209, dated 12/20/2018 and#7340, dated 12/19/2019. The certificate is issued to Peck,Tracy&Corbett, David of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-0043 I/25/2024 ELECTRICAL CERTIFICATE NO. 45668 1/9/2023 PLUMBERS CERTIFICATION DATED 7/19/2023 J n lando 0 Au o ize ignature �Frn�K TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE y 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#: 45668 Date: 1/12/2021 Permission is hereby granted to: Peck, Tracy & Corbett, David 2206 Brookside Ave Wantagh, NY 11793 To: demolition and new construction of a.single family dwelling as applied for'with SCHD. Replaces 42259. At premises located at: 1305 Sigsbee Rd, Laurel SCTM # 473889 Sec/Block/Lot# 144:2-6 Pursuant to application dated 10/16/2017 and approved by the Building Inspector. To expire on 7/14/2022. Fees: PERMIT RENEWAL $1,560.00 Total: $1,560.00 Building Inspector SUFrutr. TOWN OF SOUTHOLD ?0`9 cOyy BUILDING DEPARTMENT y' TOWN CLERK'S OFFICE ay�o! �aol� SOUTHOLD, NY f 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#: 42259 Date: 12/22/2017 Permission is hereby granted to: Peck, Tracy 2206 Brookside Ave Wantagh, NY 11793 To: construct additions and alterations to existing single-family dwelling as applied for per ZBA approval. At premises located at: 1305 Sigsbee Rd., Laurel SCTM # 473889 Sec/Block/Lot# 144.-2-6 Pursuant to application dated 10/16/2017 and approved by the Building Inspector. To expire on 6/2 312 0 1 9. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $942.00 CO -ADDITION TO DWELLING $50.00 Total: $992.00 Zuina pector I Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 0 S f House No. Streeet,, ^ Ha let Owner or Owners of Property: �//� Suffolk County Tax Map No 1000, Section I �T Block `l Lot (O Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: eck one) Fee Submitted: $—o-v---- Applic nt Sig ature SOUjyQ�o Town Hall Annex Telephone(631)765-1802 54375 Main Road CP P.O.Box1179 o sean.devlin(cbtown.southold.ny.us Southold,NY 11971-0959 Q 1ycouffN,Oc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Tracy Peck Address: 1305 Sigsbee Rd city:Laurel st: NY zip: 11948 Building Permit#: 45668 Section: 144 Block: 2 Lot: 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Lime Lite Electric License No: 36158ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 30 Ceiling Fixtures 12 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 5 Wall Fixtures 5 Smoke Detectors 1 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 36 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 2 Transfer Switch UC Lights 4Pu& Dryer Recpt Gas Emergency Strobe Heat Detectors Disconnect 1 Switches 26 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, DW, Micro, Hood, W/D, 200A Panel 40 Circuit/25 Used Notes: One Story Unfinished Basement Inspector Signature: - Date: January 9, 2023 S.Devlin-Cert Electrical Compliance Form o��,oF soulyol . Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 !7 4OUIY I ti`v`a�o BUILDING DEPARTMENT TOWN OF SOUTHOLD JUL 2 0 2023 '-- BLUDING DEPT. 'CERTIFICATI.ON Jam( Date: 7/l X23 Building Permit No. �7 r 56w Owner: 'aey f ect d y(��14 �d✓ (Please print) i �2( Plumber: Oaf(— (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this j�G{Yic (�w�v Slslrl�tip day of Jo ly 20 2-3 -�"g Notary Public, 5�f�o I K County LINDA 9.SCHOLL Notary Public.State of New Yak... _ No.30-0a5a259 - Cuaflfled In Suffolk Camly:+�'', � Oommlaslon Exolres May 5,20' SOUryo6 a �yCOY TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [p UNDATION 1ST [ ] ROUGH PLEIG. [1 FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL REMARKS: j 'o✓ ��� o ✓ ( I � ,,( _ 6 c�YVII Iry / t! ' tb� 6• YtvA familA a. l� r-bV/ �s . �Armen DATE 3 1 `� INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) RE ARKS• od 1 vj DATE ?v INSPECTOR Vl/ ho���F SOUfyo6 * TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] CTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] CAULKING REMARKS: ?i PrwiiS6 free, IVl 5 ,!(' .. Vb MM 4. job. t vK44- w Ice. (. ( c c4vws G rf I ktC. -6 VIMD I.Mato' DATE ° INSPECTOR { ✓W V� V �o�apF SUUly�6 _ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ UNDATION 1ST [ ] ROUGH PLBG. iUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REIWKS: ov SWAM tiOJUVIV.,�- r l ul-- �o e� 40 DATE 10 INSPECTOR *7t:Mw TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] -INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ r] ECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) - E VIOLATION [ ] PRE C/O REM RKS• 1 yb --- DIN DATE O INSPECTOR �SYJ`��O��OF SOUryo6 # TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. XOIUNDATION 2ND [ ] INSULATIOWCAULKING MING /STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY`INSPECTION [ ] `FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) - ' [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O _ REMARKS: rf W-c, to S-}ran . K * —016, ��o pl "C.6 �2 G/r��i✓�}�aGJI� �r DATE ]� �'g ` Z� INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 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 ��] E, LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) �[ ] CODE VIOLATION [ ] PRE C/O REMARKS: r DATE INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. �`*rouxnN�� 631-765.1802 1 NSPECT N [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] FOUNDATION 2ND [ =SULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL R MARKS: ,R�m I DATE I INSPECTOR �U 1�� tio��OF SOUTy�6 # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]TROUGH 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: SDI �tr� 0 6 0 P� DATE I° INSPECTOR II ►�/ TOWN OF SOUTHOLD BUILDING DEPT. �`"rourm �Q 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION/CAULKING [ ] FRAMING/STRAPPING ly FINAL ff�p [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ( a v✓v I _ T s �s CDVV DATE Y"L/ INSPECTOR J L� C / /�f f� �•� C C �o��OF SOUIyO6 Ll J (0V V N c� c.� S,.b oe * TOWN OF SOUTHOLD BUILDING DEPT. °��courm NF"a� 631.765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) `A ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: ��.IC'Mtlj DATE INSPECTOR R . ;'. i y�(, �� � �. � i "1J�� q.A � 1 _._ `^ '�^.. .. .. r r - � ,�� -.�. u:, r � �� .:;� ' �± � • ;_ . . �= � 1 � . . .. 1 ,; \ . �• - - .� __. _ - - ---� - - .� -_-` -� _ _ �. i 1 =---, ,� �� l . ,� f �.. -�,af �' � � _. .� ,` _` .y ",,,,,-` �. , .. ,. .. '�' ` � . , ,� �„ ,..- ,,,,,.� _../�"'� .;,'�` � GI Illulit Energy Testing JAN 0 9,2023 ED Servi es g Tow'LU'Nsou T o _ ■■ January 4, 2023 Town of Southold Building Department 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re_: Dave Corbett 1305 Sigsbee Rd Mattituck, NY 11952 As requested by the Town of Southold, Energy Testing Services was retained by David t to perform the Blower Door Test and Duct Air Leakage Test at the above-mentioned resi ce. MDPaf Caruso (HERS Rater#7960376) & Michael Fauci (HERS Rater#8619824) condL2.9ACH found the results of The Blower Door Test to be calculated at 1180 CFM @ 50which meets the NY-ECCC 2020 code of 3 ACH @ 50 Pa or less.The results of The Duct Air Leakage Test for the HVAC system were cal or 3.8 CFM/100 Ftz which meets the NY-ECCC 2020 code of less than 4%Duct Leakage for ducts located in unconditioned space. Please feel free to give us a call if you have any questions or require further information. Thank you. kwz-04'�� Michael Caruso President Energy Testing Services 1648'Locust Avenue Suite E, Bohemia,NY 11746 Office: (631)244-2627/Cell: (631)405-9890 mcaruso@energytestingservices.com www.energytestingservices.com Load Short Form JAN p g 2p�p at- l00 E %oscmr ate: Dec P9,2022 Entire House By: Michael A.Caruso Energy Testing Services t BUII'- yvmJ)INGDE . 1648 Locust Ave Smte E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices corn Web:w .energytestmgservices.wm License:7960376 Project • • For: Dave Corbett 1305 Sigsbee Rd, Mattituck, NY 11952 Design Information Htg Clg Infiltration Outside db (°F) 19 82 Method Blower door Inside db(°F) 68 75 Shielding/stories 3 (partial)/1 Design TO (°F) 50 7 Pressure/ACH/AVF 50 Pal 3.0/707 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 40 37 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN, INC. Make Rheem Trade NAVIEN Trade RHEEM Model NCB-250/150H Cond RA1630AJlNA AHRlref 205400819 Coil RH1T3617STANAA AHRI ref 7941343 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 150000 Btuh Sensible cooling 20300 Btuh Heating output 138000 Btuh Latent cooling 8700 Btuh Temperature rise 130 OF Total coaling 29000 Btuh Actual air flow 967 cfm Actual air flow 967 cfm Air flow factor 0.051 cfm/Btuh Air flow factor 0.057 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.88 ROOM NAME Area Htg load CIg load Htg AVF Clg AVF (fr) (Btuh) (Btuh) (cfm) (cfm) Bed Rm 2 204 3213 3241 164 183 Kitchen 224 4161 3970 213 224 Bath 2 77 676 553 35 31 Laundry 14 0 0 0 0 Hall 20 0 0 0 0 Bath 1 77 847 500 43 28 WIC 1 34 0 0 0 0 Bed Rm 1 210 3619 4013 185 227 Hall 22 0 0 0 0 Stairs 24 0 0 0 0 Living/Dining Rm 360 6382 4820 326 273 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -*-wrilghtsoft• 2022-Dec-2914:34:03 ti ......, ��,....., Right-Suite®Universal 2022 22.0.04 RSU30008 Page 1 ...Corbett 1305 Sigsbee Rd Mattituck NY 11952.mp Celc=MJ8 Front Door faces:S W Entire House 1266 18897 17099 967 967 Other equip loads 0 0 Equip. @ 0.87 RSM 14910 Latent cooling 2270 TOTALS 1266 I 18897 17180 I 967 I 967 i Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2022-Dec-29 14:34.03 ��tiyy �•�—. Right-Suite®U niversal 202222.0.04 RSU30008 Page /il.l+F...Corbett 1305 Sigsbee Rd Mattituck NV 11952.rup Calc=MJ8 Front Door faces:SW Loads for Multiple Orientations Job: Date: Dec 29,2022 E �T,u4C Entire House By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcamso@energytestingservices com Web:vxw.energytestingservices corn License:7960376 Project • • For: Dave Corbett 1305 Sigsbee Rd, Mattituck, NY 11952 Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature (°F) 68 75 Elevation: 7 ft Design TD(°F) 50 7 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 39.8 37.0 Dry bulb(OF) 19 82 Infiltration: Dailyrange(°F) - 12 ( L ) Wetbulb(OF) - 72 Wind speed (mph) 15.0 7.5 Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load (Btuh) 14476 14769 14482 14887 14630 14910 14508 14829 Latent Load (Btuh) 2270 2270 2270 2270 2270 2270 2270 2270 Total Load(Btuh) 16746 17039 16752 17157 16900 17180 16777 17098 Heating AVF (cfm) 967 967 967 967 967 967 967 967 Cooling AVF(cfm) 967 967 967 967 967 967 967 967 Building Orientation Cooling Load 1 1 0 N PE E g S W ' Di8;hulFatCUafaJ<s Current Orientation: Front Door faces Southwest Highest Coaling Load: Front Door faces Southwest Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsofr 2022-Dec-2914:34.03 ....., .�._... Right-Suite®Universal 202222.0,04 RSU30008 Page 1 ...Corbett 1305 Sigshee Rd Matlituck NV 11952.mp Calc=MJe Front Deor faces:SW Building Analysis Job: Date: ,Dec 29,2022 E�mr:nR Entire House By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingsemoes.com Web:w .energytestingservices.cem License:7960376 Proiect Information For: Dave Corbett 1305 Sigsbee Rd, Mattituck, NY 11952 Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature (OF) 68 75 Elevation: 7 ft Design TD (OF) 50 7 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 39.8 37.0 Dry bulb(OF) 19 82 Infiltration: Daily range(OF) - 12 ( L ) Method Blower door Wet bulb(OF) - 72 Shielding/stories 3 (partial)11 Wind speed (mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/707 cfm Component Btuh/ft' Btuh %of load Walls 3.2 4877 25.8 Glazing 14.8 2146 11.4 MIS Doors 19.3 788 4.2 \ DuctsCeilings 1.6 2066 10.9 Floors 0 0 0 Infiltration 1.8 3142 16.6 Ducts 5879 31.1 Piping 0 0 oaa y Humidification 0 0 Ventilation 0 0 , Adjustments 0 Ras Infiltration Total 18897 100.0 Celirgs Component Btuh/ft2 Btuh %of load Walls 0.7 1123 6.6 VIals Glazing 24.0 3474 20.3 Doors 8.8 360 2.1 Ceilings 1.1 1407 8.2 ��1 �Irfardtdrs Floors 0 0 0 Infiltration 0.1 212 1.2 Ducts 4213 24.6 Ventilation 0 0 Nos Internal gains 6310 36.9 Blower 0 0 Oilirgs Adjustments 0 oil Total 17099 100.0 0.ds Latent Cooling Load =2270 Btuh Overall U-value=0.047 Btuh/ft?°F Data entries checked. WrighesnifC 2022-Dee-29 14:34:03 •� -+.o•..+ Right-Suile®Universa12022 22.0.04 RSU30008 Page 1 ...Corbett 1305 Sigsbee Rd Mafthuck NY 11952.rup Calc=MJB Front Door faces:SW Project Summary Job: c Date: Dec Entire By: Michael A. 2022 Enf� A.Caruso ® Energy Testing Services t 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email.mcemsoa@energytestingservices.com Web:www energytesgngservices.com License:7960376 Prowect Information For: Dave Corbett 1305 Sigsbee Rd, Mattituck, NY 11952 Notes: HERS Rater#7960376 Design Information Weather: Montauk AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 68 OF Inside db 75 OF Design TD 50 OF Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 13018 Btuh Structure 12886 Btuh Ducts 5879 Btuh Ducts 4213 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh none (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18897 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 14910 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3 (partial)/1 Pressure/ACH/AVF 50 Pa/3.i7/707 cfm Structure 1274 Btuh Ducts 996 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft� 1266 1266 Equipment latent load 2270 Btuh Volume(fN) 14130 14130 Air changes/hour 0.25 0.11 Equipment Total Load (Sen+Lat) 17180 Btuh Equiv.AVF(cfm) 58 27 Req.total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make NAVIEN, INC. Make Rheem Trade NAVIEN Trade RHEEM Model NCB-250/150H Cond RA1630AJ1 NA AHRI ref 205400819 Coil RH1T3617STANAA AHRI ref 7941343 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 150000 Btuh Sensible cooling 20300 Btuh Heating output 138000 Btuh Latent cooling 8700 Btuh Temperature rise 130 OF Total cooling 29000 Btuh Actual air flow 967 cfm Actual air flow 967 cfm Air flow factor 0.051 cfm/Btuh Air flow factor 0.057 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _ - wrlghboft' 2022-Deo-291434:04 •—••• Rig ht-Suite®U niv ersal 202222.0.04 R S U30008 Pagel ...Corbett 1305 Sigsbee Rd Mathluck NY 11952.rup Cale=MJ8 Front Door faces:SW Manual S Compliance Report Job: r�y Date: Dec 29,2022 Senic s"'a Entire House By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E.Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices com Web:w .energylestingservices.com License:7960376 Project • For: Dave Corbett 1305 Sigsbee Rd, Mattituck, NY 11952 Cooling Equipment Design Conditions Outdoor design DB: 82.27 Sensible gain: 17099 Btuh Entering coil DB: 76.3°F Outdoor design WB: 72.0°F Latent gain: 2270 Btuh Entering coil WB: 63.27 Indoor design DB: 75.0°F Total gain: 19369 Btuh Indoor RH: 50% Estimated airflow: 967 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1630AJ1NA+RH1T3617STANAA Actual airflow: 967 cfm Sensible capacity: 26249 Btuh 154% of load Latent capacity: 3529 Btuh 155%of load Total capacity: 29778 Btuh 154%of load SHR: 88% Heating Equipment Design Conditions Outdoor design DB: 18.57 Heat loss: 18897 Btuh Entering coil DB: 66.8°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: NAVIEN, INC. Model: NCB-250/150H Actual airflow: 967 cfm Output capacity: 138000 Btuh 730% of load Meets all requirements of ACCA Manual S. eH wrightsofY 2022-Deo-2914:34.09 .+..., ..�,,.� Right-Suite®Universal 2022 22.0.04 RSU30008 Page 1 ...Corbett 1305 Sigsbee Rd Mattituck NY 11952.rup Cale=MJ8 Front Door faces SW Residential Plans ExaminerReview Form Form ACC;k/s�(^_(/�_ _ RPER 1 . for HVAC System (Loads, 15 Mar 09 rvromaaeo,racamom Town of Southold Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael A. Caruso Manual Jt Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 7960376 or MJ1AE Form'(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate WorksheeC Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 1305 Sigsbee Rd, Entire House HVAC • 'D CALCULATION (IRC M1401.3) Design_Conditions Building-C9nstructionlnformation Winter Design Conditions Building Outdoor temperature: 19 `F Orientation: t,soaen, Front ea Door faces Sou hwesouthms:I Indoor temperature: 66 °F Total heat loss: 18897 Stub Number of bedrooms: 2 Conditioned floor area: 1266 ft' Summer Design Conditions Number of occupants: 3 Outdoor temperature: 32 'F Indoor temperature: 75 `F Windows Roof Grains difference: 37 gr/lb@50% RH Eave overhang depth: 0 It Sensible heat gain: 19609 Btuh Internal shade: none Latent heat gain: 2603 Btuh ellnft9,drapes,EIC. OCR Window Total heat gain: 22212 Btuh Number of skylights: 0 EQUIPMENTHVAC • 1 Heating-Equipment-Data Cooling_EquipmentData BloweMata Evipament type: Gas boiler Et�uipcmenl ape: Split AC Heating cfm: 967 ur ace,Hea Vpump,Boller,etc. Ir ontlHis er,Heat pump,etc. Cooling cfm: 967 Model: NAVIEN,INC. Model: Rheem Static pressure: 0.60 in H2O NCB-250/150H RA1630AJ1 NA+RH 1 T3617STANAA Fan's rated external static pressure for design al gow Heating output cepatwi 1tgppp Bt,ions SensibleTotal cooling capacity: 26249 Btuh Heatp mps-capaci et winter design out oor auditions� Sensible cooling capacity: 26249 Btuh Aux.heating output capacity: 0 Stub Latent cooling capacity: 3529 Stub Design airflow: 967 cfm Longest supply duct: 401 it Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 77 ft Trunk duct: Sheet metal Total device pressure losses: _0.3 in H2O Total effective length(TEL): 4757 ItAvailable static pressure(ASP): 0.25 in H2O Frictionprrato Rasa=asp.ITst.0'(14 2 in/100ft Branch duct: Sheet metal I declare the _a calculation,equipment,equipmentselectiondesign performed based - building plan listed above. _ on these forms will be subject to review r Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality or Authority having jurisdiction use. 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrfgtrt aft- -.—.. Right-Suite®Universal 202222.0.04 RSU30008 Duct System Summary Job: Date: Dec 29,2022 ME Entire House By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email mm.so@energytestingsemices.com Web:va w.energytestmgserwces corn License:7960376 Project • • For: Dave Corbett 1305 Sigsbee Rd, Mattituck, NY 11952 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.210/0.040 in H2O 0.210 10.040 in H2O Lowest friction rate 0.052 in/100ft 0.052 in/100ft Actual air flow 967 cfm 967 cfm Total effective length (TEL) 477 ft SupplyDetail Table Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln (ft) Trunk Bath h 847 43 28 0.068 5.0 OXO ShMt 15.0 295.0 st4 Bath 2 h 676 35 31 0.052 1 5.0 Ox D ShMt 10.5 390.0 sty Bed Ran 1 C 2006 93 113 0.065 7.0 Ox 0 ShMt 28.0 295.0 st4 Bed Ran 1-A C 2006 93 113 0.064 7.0 Ox 0 ShMt 33.5 295.0 st4 Bed Rm 2 C 1621 82 92 0.063 7.0 Ox 0 ShMt 23.6 310.0 st3 Bed Ran 2-A C 1621 82 92 0.094 6.0 Ox0 ShMt 18.8 205.0 st1 Kitchen C 1985 106 112 0.118 6.0 Ox0 ShMt 17.5 160.0 st1 Kitchen-A C 1985 106 112 0.076 7.01 OxO ShMt 14.8 260.0 st2 Living/Dining Ran h 2127 109 91 0.069 7.0 Ox 0 ShMt 29.0 275.0 st4 Living/Dining Rm-A h 2127 109 . 91 0.068 7.0 Ox 0 ShMt 22.5 285.0 st4 1-hang/Dining Rm-B h 2127 109 91 0.066 7.0 Ox 0 ShMt 16.0 300.0 st4 Supply Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (Cfm) FIR (fpm) (in) (in) Material Trunk st3 Peak AVF 672 651 0.052 604 13.5 8 x 20 ShtMetl slit st1 Peak AVF 967 967 0.052 621 15.5 8 x 28 ShtMetl st2 Peak AVF 106 112 0.076 337 6.4 8 x 6 ShtMetl st1 st4 Peak AVF 555 528 0.064 624 12.1 8 x 16 ShtMetl st3 st5 Peak AVF 35 31 0.052 156 4.5 8 x 4 ShtMetl st3 Bo/dlitalle values have been manually overridden fl- wrightsoft- 2022-Deo2914:34:04 Right-Suite®universal 202222.0.04 RSU30008 Pagel ...Corbett 1305 Slashes Rd Mattituck NY 11952.mp Celc=MJ8 Front Doorfaces:SW Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) M FIR (fpm) (in) (in) Opening (in) Matl, Trunk rb2 12x37 967 967 76.5 0.052 692 16.0 Ox 0 ShMt C 'r Ofc Wrlghis � 2022.Deo-2914:34.04 !� .. ..soft RigI itefl�Universal 202222.0.04 RSU30DOB Paget R.+1.� ...Corbett 1305 Sigsbee Rd MatBtuck NY 11952.rup CBIc=MJ8 Front Door faces:SW N I _ _ r Basement Basemen i Job#: Energy Testing Services Scale: 1 :69 Performed by Michael A. Caruso for: Page 1 Dave Ccrbetl 1646 Locust Ave Suite E 1305 Sigsbee Rd Bohemia,NY 11716 Rig htSu ite®Un ive rsal 2022 oema, Matituck,NY 11952 22.0.04 RSU30008 Phone:631-244-2627 2022-Dec-29 14:34:14 v .energylestingservices.com mcaruso@energytestingservices ...igsbee RD Mattituck NY 11952.rup N 1st Floor Bed Rm 92 cfm 92 cfm 16 " . / 112 cfm LET Kitcher 7" 6,� 112 cfm T Laun 7 " 20x8 6x Bath i , 35 cf 5 : 4X m 7 109 cfm 16 x 8 Stain Bath 1 43 cfm 715 Living/Dining R 7 " WIC ' 109 cfm Hall 1 7" 109 cfm 7" 113 cfm 7" ' 113 cfm N 4'-0'—►� Bed Rm Job#: Energy Testing Services scale: 1 :69 Performed by Michael A. Caruso for: Page 2 Dave Corbetl 1648 Locust Ave Suite E 1305 Sigsbee Rd Rig htSu ite®Un ive rsal 2022 Matbtuck,NY 11952 Bohemia,NY 11716 22.0.04 RSU30008 Phone:631-244-2627 2022-Deo-29 14:34:15 uavv.energylestingservices.com mcaruso@energytestingservices ...igsbee Rd Mathtuck NY 11952,rup s� 1 _ I I � I I - 1 s + PIPIM k ski �t r .y, "�� y —�� . . �'" a:F �.��r��Bp+ l .1��.�.Ff,+"�'• III �"�1�ln� (��, ' I/NA, . ♦♦ /` � �M ' ' ♦A 11� .h.E "� - ♦, �.'. Ali �} � le 1�> 5 ,. � ,e §+i�5 �'E1. 711 . }.. kdt-"�a it '�h", 's ! ,ems. Me �+� C ♦' �` MCI Orr, ,' C ` ...-p e� , as ;_y )e ♦ ` t .!�. 1 -�Y gip. 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Ilu.III wN. •! e t � i F f►�. f a67' iM �Y t - k i �. r4 41 r T MOM N� 1 r �wN rW'r i w ' ,� tt � •—y4 k �2e , ,V,V Y .ti 1 1h N� n fJ a r ` r t i' �it �n hM : � s�"%+t" w n +� �� A 4 � l�i r b '��+�'l•I� '--.ram �_v-T _ �• �� -'._�� .y�` Tr,-- -AA mm r f �- 1 t l AIN 1� T } h 14.• Y k. _..♦ 6 t I�_1 t t `- �.. :� `s r �.� r:. ,s >��- ;. . .� 3 r�: '-l>- V f E i ` .� 1 1 M -- M ' . ' ' 1 I WA&LIM MAI INSULATION �G�� iis3oLiJ ��7A ♦ d t��/� Il � �I ILL+ /n� ' 4ER NVn STATE ENERGY CO�F II 7J1%I11�� `d ' 1 rtl'41A I1L'i > 1• Akk 1 • ter*! .. �,, '' -� �� - � � � � � If WERE I WWI POP"Ad rJrAl�=JR14'ffMTK * � r �� ► - - i�r�ui�i'�► Rom"/ � :�� -� ,L� � . � • fi 11 ' - 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 i Survey Southold town ny.gov PERMIT NO. L Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,200 Single&Separate Truss Identification Form D IUI\vV/ D Storm-Water Assessment Form Contact: Approvedla[671\ ,2017 OCT 16 2017 Mail to:M L1AK Sr^VlV.W+Z- Disapproved a/c ��9 ) � —7�Ll Li 165 _ BUILDING DE Phone: Expiration � 20 TOWN OF SO Building In c APPLICATION FOR BUILDING PERMIT Date loll 6 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 shal I 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) State whether applicant is owner, lessee, ag t, architect, gineer, general contractor, electrician, plumber or builder Name of owner of premises 702 4 C f d P V ¢ I✓�� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name aria title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. I. Location of land on which proposed work will be done: D Y> ck'— House Number Street Hamlet i� Ave County Tax Map No. 1000 Section 14-4- — 'Block Lot�(/� 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 b. Intended use and occupancy 3. Nature of work (check which applicable):New Building Add ition�AIteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units /�, umber`,o'f dwelling —it- on each floor If garage, number of cars �I/ tl -'�M 1a 6. If business, commercial or mixed occupancy, specify(rjtltukg pnq3btent o ch type of use. S� L 7. Dimensions of existing structures, if a y: Fron Rear Depth Height Number of S'� ds'_ 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 S 9. Size of lot: Front 5 Rear( i�5L Depth 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 beremoved from premises? YES NO 14. Names of Owner of premis js L O�8rll�6ss Phone No. 31 5 2 9 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 BVEQUIRED. 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. 18. Are there any covenants and restrictions with respect to this property? * YES NO—X— * IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF �� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the C� ( ontr�gen Corporate Pfficer,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 iVh day of 0*1Qev 20 17 TFIACEY L. DWYER d- Notary Pu sic NOTARY PUBLIC,STATE OF NEW ignature of Applicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2Dib 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 Flood Permit Examined 20_ Single&Separate Truss Identification Form �C v Storm-Water Assessment Form - Approved 1 5 Contact: Approved 20 018 Mail ttoo;&eC6Ve,Z L�l11.4 fY1- Disapproved a/c B f.B VOA l D Z;97/ TO pFSOUTs' Phone: A16 6 A0 7 Expiration 20_ e Building Insp cto /S�7pNA APPLICATION FOR BU DING PERMIT Date 6,114 2Q/:? 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) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder r�7� Name of owner of premises % cly 45—ClC #X.P P,4y)y coieT 7T (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. TFflJ Plumbers License No. 7fjD Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street ILJ Hamlet County Tax Map No. 1000 Section —Block 2 Lot 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 MWjgjVZjAZ, OAJ ,CiSt/`1/LY b. Intended use and occupan 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work J2 Z"Re�Z# 6Q3y- (Description) 4. Estimated Cost Fee oftd �� t',Xo,be paid on filing this application) 5. If dwelling, number of dwelling units 0 / q—Mjf tber WI-1l 6g urti s on each floor O.U,& /J If garage, number of cars I( 6. If business, commercial or mixed occupancy, specify i i t It'�ature•and extent of each type of use. i1l�,4 7. Dimensions of existing structures,if any: Front ,30, L Rear 3Q, Depth Height _ Number of Stories", Dimensions of same structure with alterations or additions: Front 30. / Rear :?G L Depth 47. Z >t L Height /iP/oOf Number of Stories aAi,e= G� 8. Dimensions of eijuru `FnNw construction: Front 50,/ Rear Depth 47 Z + Height A.t.f� Number of Stories' LtU� / 9." Size of lot: Front /DO Rear /DD Depth /4D 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated Fl- 10 12. Does proposed construction violate any zoning law, ordinance or regulation? YES�NO 13. Will lot be re-graded? YES_NO C Will excess fill be removed from premises? YES_NO NIA M)PcX,eW d z7 or. 82d0.J &-,4V ' 14. Names of Owner of premises QAyoop Addres & ,1 91 Phone No. , Name of Architect 6WA'.9ZL g=.AvA Address R049 a Phone No 63/ 734-4/616' Name of Contractor rBb 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 NO X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFAjjSgZ M/C AE. a 4/Y. C' C being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, ;S)He is the IV 62A/T (Contractor,Agent, Corporate Officer, etc.) )f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; hat all statements contained in this application are true to the best of his knowledge and belief; and that the work will be )erformed in the manner set forth in the application filed therewith. iworn to before me this day of 20 Notary Public ' A Signature of Applicant ' oo�surratr� TOWN OF SOUTHOLD-BUILDING DEPARTMENT T Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 H of Hoag Telephone (631) 765-1802 Fax (631) 765-9502 h"s://www.southoldtownnv.aov f Date Received APPLICATION FOR BUILDING PERMIT CfYI�/11� 2 r (1 1�7 For Office Use Only PERMIT NO. Building Inspector: D Applications and forms must be filled out in their entirety. Incomplete U NOV 2 3 2020 applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. BUI DYNG DEPT. ' Date: TOWN OF 601) HOLD. � OWNER(S)OF'PROPERTY: Name: rOL, _C�. SCTM #i000- IH H — Z— (D Physical Address: l30 _ . ( _N_Ll Phone#: S ( U - 31_I- Mailing Address: Jf_Z0 idQ�F}V2 CONTACT PERSON:, �+ Name: I(c—i-(J o, — Mailing Address: S —Sbu 1 - \ tJ� Phone#- ��) —1�5 _ '-1330 Email: �Gmooro.@ mooc-a o-R S . cntm DESIGN PROFESSIONAL INFORMATION: Name: I✓_1ich- Mailing Address: 7_00 3Q 1lP _V_I.��JvQ__�QYItQt—N_1DC�L�i25 _N— l — Phone#: _ ��— Email:jt�fp 4nWiUCSlae ic�st rvwtir� Coct1 —b_1_5_l0 CONTRACTOR INFORMATION: .6 Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ewStructure (--]Addition ❑Alteration []Repair ❑Demolition Estimated Cost of Project: []Other $ 6-0. DOD7' Will the lot be re-graded? ❑Yes YNo Will excess fill be removed from premises? Dyes Plo 1 PROPERTY INFORMATION Existing use of property: i4c puSL Intended use of property: Zone or use district in which premises is situated: Are there any covenants acid restrictions with respect to 2-y0 this property? ❑Yes o 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 name : -PQ Vr t c i 0. C. H obrQ, I dAuthorized Agent ❑Owner Signature of Applicant: Date: //-/9- Zp STATE OF NEW YORK) SS: COUNTY OF Sin RFD (k ) Pocy-rl C,i o' C. Moor¢. being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Gl.la 2t1-t' (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this �d of I j ov 20�b �Sl-l7 NetaFy-P+�4ic ANo.01 M N of NowYlq*OPERTY OWNER AUTHORIZATION 30838 (Where the applicant is not the owner) Qualified In Suffolk Coun Commission Expires 18, residing at Put;�6fC6 A-,— G1//M1fhc1 do hereby authorize �W�t Cx C 04 OB t ` to apply on my behalf o the Tow of Southold Building Department for approval as described herein. OW ler's Signature Date 7"C y �rr�jL Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: May 8, 2017 TO: Peck/Corbett 1305 Sigsbee Road Mattituck, NY 11952 Please take notice that your application dated April 28, 2017 For permit for to make additions and alterations to an existing single family dwelling at Location of property: 1305 Sigsbee Road, Mattituck,NY County Tax Map No. 1000 - Section 144 Block 2 Lots 6 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 13,940 square-foot parcel in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124 which states that, on lots measuring less than 20,000 square feet in total size the minimum front yard setback is 35 feet. The proposed construction notes a front yKd setback of+/- 31 feet. ----------------------------- --------- Authorized Signature Cc: File, ZBA Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 25, 2018 AMENDED: July 20, 2018 TO: Michael Kimack(Peck) PO Box 1047 Southold,NY 11971 Please take notice that your application dated June 15, 2018 For permit for to make demoish an existing single family dwelling and construct a new single family dwelling at Location of property: 1305 Sigsbee Road, Mattituck, NY County Tax Map No. 1000- Section 144 Block 2 Lots 6 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 14,000 square-foot Darcel in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring less than 20,000 square feet in total size,the minimum front yard setback is 35 feet. The proposed construction will result in a front yard setback of 31.8 feet. This Notice o Disapproval was amended on July 20. 2018 to correct errors. Ant horiz d Signature Cc: File, ZBA Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: June 14, 2019 TO: Patricia Moore(Peck) 51020 Main Road Southold, NY 11971 Please take notice that the revised plans last dated March 3, 2019: In conjunction with building permit#42259: to demolish an existing dwelling and construct a new single-family dwelling at: Location of property: 1305 Sigsbee Road, Laurel,NY County Tax Map No. 1000— Section 144 Block 2 Lot 6 Is returned herewith and disapproved on the following grounds: The proposed single-family dwelling on this nonconforming 14,000 sq. ft. lot in the Residential R-40 District is not permitted pursuant to Article III, Section 280-15, which states; accessory buildings and structures shall be located in the required rear yard. The location of the new dwelling results in the existing accessory garage being located in the side yard. Authorized Signatu Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. `r C +BOARD MEMBERS OF SDU Southold Town Hall Leslie Kanes Weisman,Chairperson ��' Tip 53095 Main Road P.O.Box 1179 A�i !O Southold,NY 11971-0959 Patricia Acampora [ Office Location: Eric Dantes Town Annex/First Floor,Capital One Bank Gerard P.Goehringer 0 54375 Main Road(at Youngs Avenue) Nicholas Planamento �yCAUIM�t Southold,NY 11971 http://southoldtownny.gov E E VED p LS� V D ZONING BOARD OF APPEALS ^7 aI'�3�yy� TOWN OF SOUTHOLD f 2/55} 2017 SEP 2 6 2017 Tel.(631)765-1809 •Fax (631)765-9064 0. " outhold Town Clerk BUIIDEFT. NGS,DELIBERATIONS AND DETERMINATION TOWN O OF SF S 6UTI MEETING OF SEPTEMBER 21,2017 ZBA FILE 7087 NAME OF APPLICANT: Tracy Peck and David Corbett PROPERTY LOCATION: 1305 Sigsbee Rd. Mattituck,NY SCTM No. 1000-144-2-6 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated June 14, 2017 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: 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. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 13,940 sq. ft. parcel located in the R-40 Zoning District. The property measures 100.00 feet to the westerly property line along Sigsbee Road, 140.00 feet to the northerly properly line, 100.00 feet to the easterly property line and 140.00 feet to the southerly property line. The parcel is improved with a one story frame dwelling and a detached accessory garage as shown on a site plan prepared by Mark Schwartz, Architect, dated April 19,2017. BASIS OF APPLICATION: Request for a Variance under Article XXIII, Section 280-124 and the Building Inspector's May 8, 2017 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling, at: 1) less than the code required minimum front yard setback of 35 feet; at: 1305 Sigsbee Road, Mattituck, SCTM#1000-144-2-6. RELIEF REOUESTED: The applicant requests a variance to construct a covered porch on the front of the dwelling having 96 sq. ft. in area with a non-conforming front yard setback of 33.8 feet and a one story extension on the northerly side of the dwelling having 510 sq. ft. in area, which would create a non-conforming front yard setback of 31.8 feet where the code requires a 35 foot minimum setback. ADDITIONAL INFORMATION: The subject subdivision was created many years before zoning, around 1926, and most single lots are one quarter acre in size or less. The majority of the subdivision is built out, with the exception of a few single lots which are merged with improved homes. Page 2,September 21, 2017 #7087, Peck and Corbett SCTM No. 1000-144-2-6 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 6, 2017 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Sigsbee Road is improved with 63 homes with varied front yard setbacks and non-conforming lot sizes and lot widths. The subject parcel is twice the size of many of the existing lots in the immediate neighborhood. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than area variances. The applicant could conceivably move the proposed one story addition further toward the rear of the home and reduce the depth of the proposed front porch to a depth of 4 to 5 feet; however, the applicant's representative described difficulty in reconfiguring the alterations when reviewing that options because of the existing floor plan and layout of the home and the need for a porch depth that is functional. 3. Town Law 4267-b(3)(b)(3). The variance granted herein for the proposed one story addition is mathematically substantial, representing 9.4 % relief from the code. The variance granted for the proposed front porch addition is not substantial representing 3.4 % relief from the code. However, these variances are mitigated by the many non- conforming front yard setbacks on Sigsbee Road and the fact that the Board of Appeals granted a front yard setback of 24 feet for a covered porch addition in April of 2016 (Appeal No. 6935) for a residence at 1330 Sigsbee Road which is almost directly across the street from the subject property. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. The overall objective of the Zoning Board is to grant the smallest variance possible. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of 96 sq. ft. covered porch and a 510 sq. ft. single story addition to the dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Member Dantes, and duly carried, to GRANT the variances as applied for, and shown on the site plan prepared by Mark Schwartz, Architect, dated April 17, 2017. Page 3; September 21, 2017 #7087, Peck and Corbett SCTM No. 1000-144-2-6 Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman (Chairperson),Dantes, Planamento, Acampora and Goehringer. This Resolution was duly adopted(5-0). e Leslie Kan s Weisman Chairperson Approved for filing 9/Z�/2017 /418q OFFICE LOCATION: SO MAILING ADDRESS: Town Hall Annex -AV r�rO P.O.Box 1179 54375 State Road Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY CA T T Telephone: 631 765-1809 • y0 http://southoldtovmny.gov o�yCOU ,� ZONING BOARD OF APPEALS Town of Southold o May 24,2018 LEC EIV D Mark Schwartz MAY 2 9 2018 Architect P.O. Box 933 Cutchogue,NY 11935 BUILDLNG TOWN OF SO DEPT. UTHOL D Re: De Minimus Requ i 4 enied,jFi e#7087 Peck-Corbett, 1305 Sigsbee Road, Mattituck SCTM No. 1000-144-2-6 Dear Mr. Schwartz; We are in receipt of your correspondence dated May 24, 2017 requesting a de minimus approval for demolition of a single family dwelling. In your letter you explain that during constructing additions and alterations that were previously approved by variance relief,the existing floor joists and girder structure was not level, so the owners thought that an upgrade made sense. Your letter further explains that the owners did not realize that demolishing the frame structure would create any issue. We reviewed your letter and the Zoning Board of Appeals determinations No. 7087, dated September 21,2017. The applicant was granted relief for less than the code required front yard setbacks from the property line for additions and alteration to an existing single family dwelling. No demolition of entire structures was proposed or anticipated. Moreover, a demolition of an entire structure is not considered an alteration. It is the Building Department's assessment that once a structure is demolished,the corresponding certificate of occupancy will be extinguished, a notice of disapproval shall issue, and an area variance will be required to rebuild. This decision is consistent with other determinations we have issued to applicants having identical circumstances. As a result,the proposed change is not de minimus in nature. Should you wish to pursue the rebuilding of a single family dwelling,you will need additional variance relief with a new application and a public hearing. Please contact our office for any additional questions or concerns. Sin er ly, 'j 4�7� Leslie Kanes Weisman Chairperson/Department Head CC`Mic-h�r6i-Ve7ity,-Building Department CHITECT MARK SCHWARTZ & ASSOCIATES 28495 Blain Road•PO Sox 933•Cutchogue, NY 11933 631.734.4185 I www.mksarchitect.com May 24,2018 Southold Town Zoning Board of Appeals 54375 Main Road Southold,New York 11971 MAY 2 1018 Re: Peck and Corbett property 2035 Sigsbee Road Mattituck,New York SCTM#1000-144-02-06 Bldg Pemit#42259 Dear Zoning Board members, Please review this set of plans for a de minimis approval. The Owners felt that since the existing 2" x 6"floor joists and 3-2"x 6" girder structure was not level that un upgrade made sense. They did not realize that demolishing the existing wood frame structure would create any issue at all. I had no knowledge they were planning to demolish,or that it actually was demolished,until I got the call from Owners after they received the Stop Work Order. They have added an area way for an egress window in the basement. Other than that,the perimeter and the proposed plans and elevations will match the ZBA approved plans. Please call this office with any questions you may have. Sincerely, a�.. wG �-is Mark Schwartz AlA \fcmbor Anx•rii,in luslilutr nl 4rdiil<rlun• /eslie BOARD MEMBERS Southold Town Hall Kanes Weisman,Chairperson ��OF SO(/j�o 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dames Town Annex/First Floor, Robert Lehnert,Jr. �O 54375 Main Road(at Youngs Avenue) Nicholas Planamento lourm Southold,NY 11971 http://southoldtownny.gov RECEIVED r1lZONINGBOARDOFAPPEALS & q:q5AW1 _TOWN OFS_OUTHO_L_DES 2 4 2018- DEC 2 6 2018 t Tel.(631)765-1809•Fax(631)765-9064 Cry 1� y — I;'1.'i`:,P7"N7r= iF1NDINGS,DELIBERATIONS AND DETERMINATION So thoid Town Clerk MEETING OF DECEMBER 20,2018 ZBA FILE: #7209 NAME OF APPLICANT: Tracy Peck and David Corbett PROPERTY LOCATION: 1305 Sigsbee Rd.Mattituck,NY SCTM No. 1000-144-2-6 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County'Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated August 8, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: 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. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 14,000 square feet, ,321 acre parcel located in the R-40 Zoning District. The property measures 100.00 feet to the westerly property line along Sigsbee Road, 140.00 feet to the northerly properly line, 100.00 feet to the easterly property line and 140.00 feet to the southerly property line. The parcel is improved with a one-story frame dwelling(demolished to the foundation) and a detached accessory garage in the side yard as shown on a survey prepared by Michael K. Wicks Land Surveying dated October 5, 2016 and certified to Tracy Peck, Bethpage Federal Credit Union and First Equity Abstract Corporation and the Proposed Site Plan prepared by Mark Kevin Schwartz, Registered Architect, dated October 17, 2017 and updated June 14,2018. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's June 25, 2018, Amended July 20, 2018, Notice of Disapproval based on an application for a building permit to demolish an existing single family dwelling and construct a new single family dwelling, at; 1) located less than the code required minimum front yard setback of 35 feet; located at: 1305 Sigsbee Road, Mattituck, NY. SCTM No. 1000-144-2-6. RELIEF REQUESTED: The applicant requests a variance to demolish an existing single-family residence with a front yard setback of 39.8 feet and to construct a new residence with a front yard setback of 31.8 feet where the code requires a minimum of 35 feet. Page 2, September 21, 2017 #7087, Peck and Corbett SCTM No. 1000-144-2-6 ADDITIONAL INFORMATION: The applicant is the beneficiary of ZBA decision #7087 issued September 25, 2017 granting a reduced front yard setback of 31.8 feet allowing for the addition of a single story extension of the existing residence on the front and northern side of the house consisting.of 510 square feet along with a proposed front yard setback of 33.8 feet to accommodate the addition of a front porch of 96 square feet. The original front yard setback from the fagade of the residence,prior to any addition, according to the applicant's survey is 39.8 feet. Additionally, an existing accessory garage, located in the front yard, has a setback from Sigsbee Road of 39.7 feet. Decision 47087 clearly indicates: "Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application andpublic hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action." Contrary to the authorization granted in the September 2017 decision, the applicant demolished the subject residence without the benefit of a permit and commenced construction of a new residential structure. A notice of Stop Work was issued on April 27, 2018. On May 24, 2018 the ZBA responded in writing to the applicant's architect declining their request for approval of a De Minimus demolition of a single family dwelling. A public hearing regarding this application was held on November 1, 2018 attended by only the applicant's agent who indicated that the applicant did not understand that by demolishing the existing house they would encounter an issue rebuilding. The agent was unable to articulate the reason why the house was demolished and speculated that it was the result of possible termite or other `hidden' damage which caused structural problems. As a courtesy, the application was adjourned to the December 6, 2018 public meeting in order to allow the owner to appear before the Board to personally explain the individual circumstances of this demolition and their need to seek a variance to construct a new dwelling. At the December 6, 2018 public hearing the applicant provided two photos of the project prior to and after demolition and did not convey the reason for the demolition, offer supporting professional evidence, or share collaborative guidance from the Town Building Department or any testimony, when it was discovered that there was structural damage. At this public meeting, the applicant was again afforded additional time to procure letters from the architect and the demolition firm used to support the applicant's claim of the discovery of severe structural damage. On December 20, 2018, a letter was received from the design professional stating that he had been to the site prior to construction and most structural areas were finished and observation of existing framing was not available. He did not observe major deflection or damaged areas. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 6,2018 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law &267-b(3)(b)(1). Grant of the variance will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. While Sigsbee Road is improved with approximately 63 homes with varied front yard setbacks and non-conforming lot sizes and lot widths, the subject parcel is twice the size of the majority of developed lots in the immediate neighborhood. The parcel is currently improved with a pre- 'r Page 3, September 21, 2017 #7087,Peck and Corbett SCTM No. 1000-144-2-6 existing one car garage. The house that previously stood at this address has been demolished and as such, future development of the site should conform,when possible,to the current Town Code. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method,feasible for the applicant to pursue, other than an area variance. The applicant could move the proposed one story residence to a conforming location without hardship, working off of the original footprint and foundation of the now demolished house. 3. Town Law 4267-b(3)(b)(3). The variance requested for the proposed one story residence is mathematically substantial,representing 9.4 %relief from the code. Variances granted on Sigsbee Road, in the past,have been for renovations and additions to existing homes and not for new construction. 4. Town Law 4267-b(3)(b)(4). Evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code when the site is developed. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is not the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a single family residence while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Planamento, seconded by Member Acampora, and duly carried,to DENY the variance as applied for, Vote of the Board: Ayes: Members Acampora, Planamento and Lehnert.Nays: Members Dames. This Resolution was duly adopted (3-1). (Chairperson Weisman absent) Eric L. Dames Vice Chair Approved for filing tJ- / 2-( /2018 BOARD MEMBERS oOF SU�Ty� Southold Town Hall Leslie Kanes Weisman,Chairperson �p 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �O Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento y�UUIVTV+� E U' ttlo 9OE® http://soudioldtownny.gov p� V'eL 0 12' 11 ZONING BOARD OF APPEALS DEC 26 219 TORN OF SOUTHOLD l L Ul.(631)765-1809•Fax(631)765-9064 SQut old TO Clerk FINDINGS,DELIBERATIONS AND DETERMINA MEETING OF DECEM 3ER 19,2019 ZBA FILE: #7340 NAME OF APPLICANT: Tracy Peck and David Corbett \ PROPERTY LOCATION: 1305 Sigsbee Road,Mattituck,NY SCTM: 1000-144-2-6 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated July 22,2019 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: 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. , PROPERTY FACTS/DESCRIPTION: The subject property is a nonconforming 14,000 square feet, .321-acre parcel located in the R-40 Zoning District. The property measures 100.00 feet to the westerly property line along Sigsbee Road, 140.00 feet to the northerly properly line, 100.00 feet to the easterly property line and 140.00 feet to the southerly property line. The parcel is improved with a one-story frame dwelling(demolished to the foundation) and a detached accessory garage, measuring 22 feet by 28 feet, in the side yard as shown on a survey prepared by Michael K. Wicks Land Surveying dated June 25, 2019 and the Proposed Site Plan prepared by Mark Kevin Schwartz,Registered Architect;dated October 17, 2017 and updated June 19,2019. BASIS OF APPLICATION: Request for a Variance from Article III, Section 280-15 and the Building Inspector's June 14, 2019, Notice of Disapproval based on an application for a permit to demolish an existing dwelling and construct a new single family dwelling; at, 1)existing accessory garage is located in other than the code permitted rear yard; located at 1305 Sigsbee Road,Mattituck,NY. SCTM No. 1000-144-2-6. RELIEF REQUESTED: The applicant requests relief from the Town code to maintain a pre-existing(with Pre-CO No. 38814), single-story garage measuring 22 feet by 28 feet in a side yard, after the construction of a new single- family residence,where the code requires such improvements to be located in the rear yard. ADDITIONAL INFORMATION: The applicant is the beneficiary of two prior variances. Zoning Board of Appeals file 0087 issued September 22,2017 and file#7209 issued December 21,2018. The applicant previously demolished the existing residence and is in the process of obtaining a Town of Southold Building permit to Page 2,December 19,2019 #7340, Corbett/Peck SCTM No. 1000-144-2-6 construct a new single-family residence meeting all Town code requirements. The existing "as built" garage, sitting 39.7 feet back from Sigsbee Road, is covered by Pre-Existing Certifrcate'of Occupancy #38814, issued February 6, 2017 and an updated Certificate of Occupancy,#38661,issued November 17,2016. No member of the public or immediate neighbor spoke in favor of or against this application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 5,2019 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The Sigsbee Road neighborhood consists of approximately 63 homes of varying age, size and architectural style on small lots, most of which do not conform to the current code and were built prior to zoning, including two homes with garages in the side yard and one with the garage in front of the house. Free-standing or attached garages are common to this neighborhood and while the applicant proposes to maintain a pre-existing garage in the side yard, the structure is in keeping with the scale and character of the community. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance. The pre-existing garage was built prior to zoning,with the issuance of a Pre-CO, and the applicant proposes no changes to the structure, which exceeds the minimum front yard setback for a single-family residence. The applicant proposes under a separate building permit application to construct a new single-family residence in a conforming location, meeting front, rear and side yard setbacks. While the new residence will be built in approximately the same location as the original, the garage is pre-existing and will remain in the same location, where it has stood since prior to the inception of zoning. Furthermore, the applicant offered testimony that it is impractical to attach the garage to the future residence given both distance, light,ventilation and budget concerns. 3. Town Law &267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 100% relief from the code. However, the garage has stood in its present location since prior to zoning and the applicant proposes no changes or alterations to the structure. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a pre-existing, single-story garage measuring 22 feet by 28 feet in the side yard while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 3,December 19,2019 #7340,Corbett/Peck SCTM No. 1000-144-2-6 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Planamento, seconded by Member Weisman (Chairperson), and duly carried,to GRANT the variance as applied for, and as shown on a Site Plan (Sheet S-1) last revised June 19, 2019; and Elevations and Floor Plans dated June 14,2019 prepared by Mark Kevin Schwartz, Registered Architect. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The subject garage may not be enlarged or altered with a second floor and can only be used as a garage for storage. Thai the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shag become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson),Acampora,Planamento and Lehnert. (4-0) (Member Dantes absent) Leslie Kanes Weisman, Chairperson Approved for filing Nt/oN /2019 r � (n Ir IL, ING DEPARTMENT- Electrical Inspector Z�q2 TOWN OF SOUTHOLD o MAR Town Wd'fAnnex- 54375 Main Road - PO Box 1179 oy _ f�WWOw��cP�LD Southold, New York 11971-0959 .fj o "�elephone (631) 765-1802 - FAX (631) 765-9502 Ol 41 �a rogerr(&southoldtownnv.4ov- seand(&southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: L l,ift ; Electrician's Name: )')-j tC 4 Q e / License No.: 5-V -/-J.E Elec. email: LI`Mel_ ,•-ji 2 leC4,^,' o I- com . Elec. Phone No: (,3/- -2 y-o,2 ,V5�, ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: v t C 1 3cf1 3P H Address: r , ee cross street: P eonrc A I Iu Phone No.: (StO , 1 y - :0 3 ( BIdg.Permit#: L./5&4 5 email: C0f-b [(c� &otnd v�^ Tax Map District:^ 1000 Section: 4-/LI Block: 01 Lot: (, 1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): �cNsj, .twire residence }o comole Lurlh new Qcx.- rne,; YL Smarttt� Square Footage: 300_c7 Circle All That Apply: Is job ready for inspection?: ❑ YES [O NO ❑Rough In ❑ Final Do you need a Temp Certificate?: 2 YES❑NO Issued On Temp Information: (AII information required) Service Size®1 Ph❑3 Ph Size: a ciG A #Meters Old Meter# [(New Service[]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground[!d6verhead # Underground Laterals 1 F12 H Frame M Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 3/I7 � o � 103 ��gUfFO(,y In Ir_ IL INGDEPARTMENT-Electriwllnspector 2�q TOWN OF SOUTHOLD ' MAR Town pfalt"Annex- 54375 Main Road - PO. Box 1179 1y • b t�N�oFsou Po�o Southold, New York 11971-0959 Tlelephone (631) 765-1802 - FAX (631) 765-9502 rogerrOsoutholdtownnv.gov- seand(@southoldtownny.4ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: ,'te L Electrician's Name: License No.: -/E Elec. email: _ ,"4 e ejec4.,,,' o I_.Coll - Elec. Phone No: (�3/- 7V-o.2 .5V ❑I request an email copy of Certificate of Compliance Elec. Address.: a . 13o)c a Y y Ala tton llon4 JOB SITE INFORMATION (Ail information Required) Name: 1 v 1 c4 c3c'w H Address: !�; 51 sbee- Cross Street: PrawNIC ,a Ici cl Phone No.: (51 h) t 0 - <3 ) BIdg.Permit#: 5j email: �1 Lj l(off (rnrac v�^ Tax Map District: 1000 Section: 4-lt-1 Block: () a Lot: (� BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): �c � tivire residence }o cycle Lt�i�h rte:,lOc:a.4 5Ca1,. c� Square Footage: 3L)0.<7 Circle All That Apply: Is job ready for inspection?: ❑ YES NO ❑Rough In ❑ Final Do you need a Temp Certificate?: YES ❑ NO Issued On Temp Information: (All information required) Service SizeU1 Ph❑3 Ph Size: 2,2-0—A #Meters Old Meter# [v]New Service[]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground[96verhead # Underground Laterals M 1 F12 H Frame Pole Work done on Service? Y MN Additional Information: PAYMENT DUE WITH APPLICATION 3/I� fl E PERMIT t! Address: 1 Switches OutletFs 4 "�W- A- J 1 ' GFI's J�7 Surface Sconces LIC Lts n V`LJro� (f Fans 1 Fridge HW Qj \/ Exhaust �r Oven W/D Smokes I DWI Minllrlk Carbon Micro Generator Combo I` Cooktop Transfer AC I AH I Hood l-� Service (\/ Arne( Hav6 n/,5, Used Special: ZGC� {''�"''"Tnl//L� /✓��V !�J Comments 7 Scott A. Russell ,�d°S" '� S'7C'c0IKIMMIWA&TIE]E. SUPERVISOR MA NA.G lEMLENT SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 � TQ CHAPTER 236 - STORMWAT R MANAGE NT W )lw SIf *tf DEC O 6 2017 ( TO BE COMPLETED BY THE APPLICANT ) Buimm wr. DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. El B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witE—your Building Permit Application. APPLICANT: (Property Owner, icon Ptnfestonal.Agent,Contractor,Other) S.C.T.M. *: 1000 Date / J / y�-�d� Dlerkt Q�j� NAME: G 1=L O c � I t d � t � Sectron Black Lot *"*FOR BUILDING DE ART ENT USE ONLY Contact Inforn atlon Reviewed By: — — — — — — — — — — — — — — — — Date. o` s Property Address/ Location of Construction Work: — — — — — — — — — — — — — Z 2� Approv or processing Building Permit. An o ater Management Control Plan Not Required. ' "/ ( Gp— ormwater Management Control Plan is Required 11 6;(iFoi2wzrd to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 Z os SIDS 615__ Nj : 7 CIS APPLICANT: S,CTM �: IOOO (Property Owner,Design Profttdanal,Agent. neroL Cont OthOther) . . . l --Er — bI \iHA y Lr R 236 L S ( o Z o(o Stormwater Management Control Plan CHECK LIST NAME: Ewa N/� ? z section Block Lot i 73 S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application.�s Date: di * The applicant must provide a Complete Explanation and/or Reason for not providing f all Information that has been Required by the following Checklist! I. A Site Plan drawn to scale Not Less that 60'to the Inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the followingItems; YE NO NA if you need additional room for explanations, Please Provide additional Paper. a, Location & Description of-Property Boundaries b, Total Site Acreage. c. Existing-Natural & Man ade eatures within 50 L. of the Site Boundary as required by §236-1700. d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water, �L I e, Limits of Clearing& Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimumginterwts) 1 17 g. Location of all existing& proposed structures, roads, PC. driveways, sidewalks, drainage lm rovements& utilities, h. Spot Grades & finish Floor levations for al existing& r'1 ArC it /S proposed structures, TJ,V, r - I. Location of proposed Swimming Pool and discharge ring, ff AREREQUIRED j. Location of proposed Soil Stockpile Area(s. _ before k. Location of proposed Construction Entrance/Ste I Area(s). 1. Location of proposed concrete washout area(s), LAaCKfIlI, M. Location of all proposed erosion&sediment control measures, that 2, Stormwater Management Control Plan must include Calculations showing that the stormwater Improvements are sized to capture,store,and Infiltrate on-site the run-off ftrom all Impervious surfaces generated by a two(2)Inch EROSION rainfall/storm event, Shall include bull riot be HIFIRitgri It 3. Details&Sectional Drawings for stormwater practices are ratutred for epprovaL A well maintalne Items requiring details shall Include but not be limited to: \lV re Backed Sit en a. Erosion & Sediment Controls. spPaing of exposed an b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc) d. Leaching Structures (e. .Infiltration basins,swales,eta) :. .::•.... ,_.'....:••::: .::.:• ,:•c^�:r._a ^r.::a::a-:^:.»^:r::-:r-r':r•::;—tea•':--.-:r:r r-::.- ::::: :.... ...... "'F" FOII ENGINEERING •PARTN T USE ONLY " 1 Additional Information is Required. Reviewed & I Stormwater Management Control Plan is Not Complete. Approved By: - - — — — — — — — — — — — — — — — — — — — — — - Stormwater Management Control Plan is Complete, Date: Zo /9 SMCP has been approved by the Engineering Department. i FORM " SWCP Check List-TOS MAY 2014 o��S�FFO(,t-coo Town Hall Annex �� yJ, Telephone(631)765-1802 54375 Main Road -< Fax(631)765-9502 P. O. Box 1179 y = Southold, NY 11971-0959 _ y o�' viol � �a BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION / Date: 1 �o /-17 �,/� Owner: I �(P�� �I ,vie 0 car Loca66h of Property: Sl aS ' `�� /11 MID v� Please.'takp:notice that the.,(ch6dk applicable line): New commercial-d re;identialstructure Addition to ekisfing-dommercidt r residential`structure/ i-- RehabilitatiQri; o: n existing commercial or residetitialstructure to be constrtic ed'o''r.pertormed•at the subject property reference:aboVe will t�til'ize (check applicabldfihe): _ Truss_typ.e-construction (TT) A Pre-en&60,,ed-wood. construction (PW) ' Timber constn.iotion'('j`C} in the following location(s) (check applicatile.line):• Floor framing, including girders and beams (F) _ Roof framing (R) Floor and roof.framing (FR) . Signature: Name (person submitting this form): - Capacity (check applicable line): Owner Owner representative TrussReg15.doex Effective 1/12015 •crsJ' '�r:�"I.�R.F-Yt.r';ti;�•(` :�.Gi ,.''s'j:v,.. `•i A..r �.FF Z•C��va2. � „t::yCs' '�''n. ``n��,f.`t.?y ?nr;�•..�„'c�'lr.✓.'>• 0 5.• •a={fc1`'rSi:�h'y0 .5.rr� � .:fFy"Si x4y �iis�'.t�S. f;•^l:y�%�i i49tij'� .er:*�'�.-Ir;+' Sj,rt:T�a;;� 'f': C4�V:�:l ..i i�:?:� i �h:y}::r 'J��,W nf•%J//�: �Y'K ;:v'� ms..v is Y:ii. ••r::rl•� ..;yJ. �,. y�:C n vli:LiT 1?pf�+/:ti` At':�.•5�:� :3s��'G: ..�= ...iJ fi�. s:Y� •''\t4 'jai, :'. \�(•. � �" it ........_ ,..,. .r. .... ::. so or Town of Southold WIAILEJ> Southold Town Hall Annex 54375 Route 25 (Main Road) Southold, New York 11971-0959 e Investigation.and Enforcement Unit (631) 765-1939 tm, NOTICE OF VIOLATION TAX MAP# gd 00^ 14-*• Case# 74�1- Owner/Occupant: TP-h C!`'j PZC.-- Mailing Address: VJ,4 NOTICE IS HEREBY GIVEN that the property owned, rented, occupied or otherwise controlled by you located at* 1,Z05 N.Y. is in q violation of the Southold Town Code(s): 0-flA Pz"4� 100 4 , ';za,0- DATE OF VIOLATION: g I291�Q ` ��T'I1JU � ,JG �^- IOLATION(S) NOTED: 11 c:)Vz- .06! 0WQ 1.AWO ) W AS ,'nP,�.�S %00 - A (�, z Un1SAM Rf,(ILAWG PTON131-r. /00-- 4 — L YOU ARE HERBY DIRECTED TO CORRECT ALL THE ABOVE NOTED VIOLATION(S) �IMIVIEDIATELY ❑ WITHIN THIRY (30) DAYS CORRECTIVE ACTION:, N010 rA(1U 4 kANS C,AIP, tea 01A\ tNr--y, A)\Jf> cL?vr-� PIL-S7— Pt�00� �t--IS;�(.t.. ..s�.�i-y F.1✓r�1c� �2ouw�. d� ,Gv u U,�7(p1J. 0ALL, -Ni (s or-aIre- roe rtis� 70 — Failure to take corrective action(s) as noted may result in issuance of a summons and court appearance. NOTICE:Full compliance with this order to remedy is required by [specify date],which is thirty(30)days after the date of this order.If,the person or entity served with this order to remedy fails to comply in full with this order to remedy within the thirty(30)day period,that person or entity will be subject to at!ne of hot more than $1,000 per day violation,or imprisonment not exceeding one year,or both. Officer Name Phone Number White Copy-Owner Canary Copy-Agency Manilla Copy y Posted 'Of SOUTyolo Town Hall Annex y Telephone(631)765-1502 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 % • �� Southold,NY 11971-0959 r3yCOU01� BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Tracy Peck & David Corbett 2206 Brookside Avenue Wantagh, New York 11793 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 1305 Sigsbee Road, Laurel, New York S.C.T.M. 1000-144-2-6 Pursuant to Section 144-8 of the Code of the Town of Southold, New York, you are notified to immediately suspend all work and activities until this order has been rescinded. BASIS OF STOP WORK ORDER: Working beyond scope of BP#42259 issued 12/22/2017 CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When the Building Dept. has granted approvals for all chances. Failure to remedy the conditions aforesaid and to comply with the applicable provisions of law may constitute an offense punishable by fine or imprisonment or both. DATED: 4/27/ 018 xi� o nJ il)di g ector l rt. ai REVISIONS: 0 EX15T POST d w RAIL FENCE 0.4� Q � LOT `3O N 69° 22' 00" E 140.00' MAP LINE O I � W �l NWN lO O 3G.1' Ill H EXIST FYSB ( W IEXI5T ASPHALT DRIVEWAY EXIST ENERGY OALC5 DETACHED C7ARACF LOT 7a z (NO GHANOE) I Z Cavity Continuous O Component Assembly Orientation Oross Area Insulation Insulation U-Factor UA SHOC � R•Value R-Value � _Building � _-,------------__ ----- O I r 0 -- -g--- --- --------- .._—_— ---.�—.g---- __ 1294 1 fl2 49 0 0.0 0.026 ^Ceihn 1 FlatCeilin orSci«or... � _ _-- _ Z ••Wall 1 Wood Frame.16"o.c. Unspecifi.. 1240 fl2 15.0 0.0 i 0.077 BO j� (� Windowt VlnyllFiberglassFram... _�IUnspecified 156 1 fl2 0,28 44 0.40 f^~1 Z I I Door 1� Solid Unspecified ! 40 112(( v 0.24 10 ICI I.Floor1 All-WoodJoist(Truss:0- i� I 1294 ft2l 30.0 0.0 I 0.033 �43 h--i I 211 (-i.090 BETTER THAN CODE) TOTAL: O EX15T 61 MAX ALLOWED UA: 22 i PROP FY5B �STOGKADE FENC Ito HOUSE / / �2 / 05EE z PROP 510 5F I-STORY I U EXTENSION G w Q / EXISTtu . r..,� 15.0 LINE 01 EXIST H015E OUTDOOR x I (0.01 FOOTPRINT O < SHOWER EXIST GONG \ � PROP REAR (s) ° EXIST 1-5TORY STOOP I PROP �6 5F �� FRAME RE5I12ENCE 4� Z COVERED PORCH (WITH NEW ROOF) I V 1 EXIST 6' 33.5' 3q.2\ ~ GHAirILINr o ' PROP FYSB I FENCE N to PORCH I 05E O� EXIST GW'1NEY W m , y' m LOT 70 I OLQ U I / dJNQ dJ � IX o W EROSION &SEDIMENT CONTROLS I PROPOSED S'(D PROPOSED 8'� \ N Z v Shall include but not be limited to: x 3' DEEP DRY x 3' DEEP DRY A well maintained Construction Entrance, FOUND z WELL �1 — WELL EXIST N10NUMENT Q Wire Backed Silt Fencing, stabilization & 5 bq° 22' 00" W 140.00' � Seeding of exposed and/or inactive soils. � v N O X ° ll) U Fr v aarn 2 DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before P' U J LOT 77 Q z Backfill, OR Provide Engineer's Certificationra w LO that the drainage has been installed to Code. o \ STORM NATES MANAGEMENT DETA I L5 � :' -- Fu N.T.S. U APPROVCATERMANAGEMENT C v (Y CONTROL OF STOR MANAGEME ' o w . _ . . _ . . _ L LAN -T 1r✓ Cod �' NT Date: Z Zp �7 e 6 06EE CAMLR - STANDARD 5" Approved b ; F OONIG 5A `I' 5LV1D it �If (4a.5 9 ,I 1 I(( NOTES: I. EXECUTION: l I ( / Cl. DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN w PROPERLY PRE5ERVEO. HAY BA)' w/ 51 LT FENO I NG 2. PREPARATION: Ua. GLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. O FROFO5E1� 517E FLAN b. PREPARE 5URFAGES U51NO METHODS RECOMMENDED BY THE U) sr-ALE: I" = 10-0" LIMITS OF GLEARINO TO ?DRY WELLS TO BE 10' MIN. MANUFACTURER FOR AGHIEVING THE BEST RESULTS FOR BE NO MORE THAN 20' AWAY FROM HOUSE 5UB5TRATE UNDER THE PROJECT CONDITIONS. LOT AREA: 14,000 SF FROM PROPOSED WORK c. PAINT CONGEALED METAL SURFACES 8 SURFACES IN � Oo AS INDICATED ON SITE o o C CONTACT WITH D1551MILAR METALS WITH PROTECTIVE EXIST HOUSE: -184 SF PLAN BACKING PAINT, EXI5T DETACHED GARAGE: 616 SF 3. INSTALLATION: a. PERFORM WORK IN ACCORDANCE WITH THE GOA HANDBOOK 8 PROPOSED HOUSE: 1,2g4 SF ROOF AREA: I,000 S.F. U THE DRAWING5. U)PROPOSED PORCH: q6 SF 2" RAINFALL per HOUR GALL: 1,000 5F X .161 - 161 GF b. GUTTER TO BE PITCHED TOWARDS LEADER I" to 2" FOR EVERY 40' OF RUN. PROVIDE (2) 8'� x 3` DEEP DRYWELL (126.66 G.F. EA) c. SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. d. GOPPER/LEAD: FLASH d SOLDER 67UTTER5 TO DOWNSPOUTS ' IX & AGGE55ORIES. TOTAL DRYWELL CAPACITY: 253.32 G.F. e. ALUMINUM: RIVET $ CAULK WITH A BUTYL SEALANT SLIP JOINT GONNEGTOR5. f. CONNECT OOWNSPOUT5 TO STORM SEWER SYSTEM AS ` INDICATED, SEAL CONNECTION WATERTIGHT. 1. 4. PROTECTION: �c a. PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OFa PROJECT. �: �� DRAWN: VC/MS b. TOUGH-UP, REPAIR or REPLACE DAMAGED PRODUCTS BEFORE SCALE: SUBSTANTIAL COMPLETION. JOB#: October 17th,2017 SHEET NUMBER: PERMIT SET ( 10/17/2017) S- 1 REVISIONS: L EXIST POST 8 4 Z RAIL FENCE 0.4'N LOT PO N bq° 22' 00" E 140.00' MAP LINE O Nam III-) . 0 OI NLU �D N W UI O O F"{ EXIST FY5B 1 w EXIST ASPHALT �ll DRIVEWAY FX157 N RCY GALG5 I DFTA;+RFD CARACE LOT 79 z 8� 0 O GHAN(3E) I G Cavity Continuous Component Assembly Orientation Oross Area Insulation Insulation U-Factor UA SHOC Fl I G Gw __.. ._._____.-__-_.__---_--.-.--- _-___.. ._.-- _----.... ._ _._-----._._-___._-.___�._-_ -...�.___..�-___.___ ___ R-Value R-Value_ ...___.__._. .---._... __....�_-.. (l • Building \ � _ �•Wall 1 Wood Frame, o c. t 294 I fl2 49.0 � 0 0 - 0 025 34 H 1 g -- -- _-------- Scissor... 1294 �- - -- Ceilin 1 Flat Ceiling or Z O Unspecllf... 1240 112 15.0 0.0 0.077 80 1 c� lWindowl VinyllFiberglassFrarn Unspecified �156 112 1 0.28 44 1 0.40 I Z -Door 1 Solid Unspecified I 40 112 I 0.24 10 -..__- ._ ___— - _ IJ iFloorl All-Wood JoisllTruss:0...,7 I 1294 112I 30.0 0.0 I 0.033 43 TOTAL: 211 (-1.0% BETTER THAN CODE) I O 31.8' EXIST 6' MAX ALLOWED UA: 22� PROP FY56 STOCKADE n, I to HOUSE O 5'E E PROP 510 5F I-STORY o I V 4-1 % / EXTENSION lu —I-L ILI- 2_/ ,ZLI IJ w d ',,—EX15T I Q 8lu .01/ LINE of EX15T HOUSE OUTDOOR FOOTPRINT 0 SHOWER EXIST GONG .� \� InCD �GOVER cd 0 PROP REAR _ y, ° EX15T I-STORY STOOP PROP q6 5F FRAME RESIDENCE I COVERED PORCH \ (WITH NEW ROOF) on„� EXIST 6' \ GHAINLI1 K O ' 33.8' 3G.2 PROP FY5B \ I FENCE N to PORCH i ` 0.5'E EXIST GHIP INEY W �. O ; m `�, — `� In LOT 70 I j O �n = / d) Ul m . Now \� , � � I o ° w o w PROPOSED 8'(D ? PROPOSED 8'� v z x 3' DEEP DRY x 5' DEEP DRY �1 WELL WELL EXIST MONUMENT FOUND 5 bq° 22' 00" W 140.00' 011 LOT77 � w 0 �� w � .0 Qz o 00 a 51ORM WATER MANAGEMENT PETS I L5 z U d) N.T.S. U °? tT °` cn 00 0r G 06EE CUTTER - STANDARD 5" i� EGONIG 5A "'r 5L � I� NOTES: ) �I 1 I(( (4a.� I I. EXECUTION: 11 I / a. DO NOT BE61N INSTALLATION UNTIL SUBSTRATES HAVE BEEN U) PROPERLY PRESERVED. 2. PREPARATION: FR0F05E� 51 TE PLAN HAZY 5AY w/ SILT FENG I N6 1-1 b. PREPARE SURFACE U51N0. CLEAN 5URFAGE �METH005 RE RIOR TOIOMMENDE BY THE O SCALE: I" = 10'-0" LIMITS OF GLEARIN6 TO DRY WELLS TO BE 10' MIN. MANUFACTURER FOR AGHIEVING THE BEST RE5ULT5 FOR BE NO MORE THAN 20' AWAY FROM HOUSE SUBSTRATE UNDER THE PROJECT GONDITION5. 4e FROM PROP05ED WORK C. PAINT CONGEALED METAL SURFACES $ SURFACES IN LOT AREA: 14,000 5F AS INDICATED ON 51TE '�o e o CONTACT WITH D1551MILAR METALS WITH PROTECTIVE FNi EXIST HOUSE: �84 SF PLAN BAGKING PAINT, EX15T DETACHED GARAGE: (916 5F 3. INSTALLATION: PROPOSED HOUSE: 1,2g4 SF ROOFAREA: 1,000 S.F. a. PERFORM WORK IN ACCORDANCE WITH THE GDA HANDBOOK U � PROPOSED PORCH: q THE DRAWINGS.6 5F b. GUTTER TO BE PITCHED TOWARDS LEADER I" to 2" FOR 2 RAINFALL per HOUR GALL: 1,000 SF X .I6� = 167 GF EVERY 40' OF RUN. PROVIDE (2) 5'4) x 5' DEEP DRYWELL (126.66 G.F. EA) c. SHEET METAL JOIN LEN6TH5 WITH WATERTIGHT JOINTS. d. GOPPER/LEAD: FLASH d SOLDER GUTTERS TO DOWN5POUT5 TOTAL DRYWELL CAPACITY d ACCESSORIES. : 253.32 G.F. C. ALUMINUM: RIVET d CAULK WITH A BUTYL SEALANT SLIPl,�.Y,,.,kw �+ . JOINT CONNECTORS. f. CONNECT DOWN5POUT5 TO STORM SEWER SYSTEM A5 INDICATED, SEAL CONNECTION WATERTIGHT. 4. PROTECTION: " Y a. PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. f4 � DRAWN: VC/MS b. TOUGH-UP, REPAIR or REPLACE DAMA5ED PRODUCTS BEFORE "-�a , �s SUBSTANTIAL COMPLETION. t SCALE:� �, �.�,: r• JOB#: October 17th,2017 SHEET NUMBER: PERMIT SET (10/17/2017) S- 1 SURVEYOFPROPERTY aFtElveD LOTS 78-79 INCL. w a AMENDED MAP OF JUL 65200 MATTITUCK PARK PROPERTIES ZONING BOARD OF APPEALS I Z c FILED: JAN. 12, 1926 — MAP #:801 SITUATE LOT 80 MATTITUCK D N69•E2'00"E l40.00 N c1 a TOWN OF SOUTHOLD y SUFFOLK COUNTY, N.Y. § SURVEYED: OCT. 5, 2016 UPGATED: APR. 11, 2018Af - o y NOTES REVISED: JUN. 25, 2019 8 1. PROPFRIY KNOWN AS Tm 11AP/ 1000-14"2-08 �Y w 2 LOT APEA-14.000 SO.FT.(0.Ml ACRE($)) 5 ].T SURVEY WAS PREPMW USWG A MUSLE ASFlILLT ORVfA1Y Frame SJ ROBODC RWAL STATION. 4 b » Garage q 4. PROPS CORNER MONUMFNIS WERE NOF SET M a 03 UOR P01L* LOT 79 0 11 PART OF I S SURVEY. s r�� � YZC! \FF'y1 STOHGMG NGiES lJ � 6 �� '�w'n®am�E.�onb vL aNi'y'mnWimv rc sitiw nm.a• �' O � •e.1 Q '°F'`N°e"m�m'."`v."`m.m emm pr M mNmrca p�.c ('1� g .X _ _ 13. ._. ... .. I �crosr.�wno muroAVMMwv+uE EXU Tn6w Y Omm FOILY - c'm'vv a Eu'�a fnr.e o¢ra�mrve m� F M2 R a M WRWG�Nrt 166i w[Npf In.Xfipac 3 N 1 St0'Ty. 1+ Z vxm.a vamm,..n WmPupm n ..E „O Fr¢ liessderece xc a N1ERt (O 1305 R CAa to uvNicXn Pa.v"XN "e ei9 m m MAS ItNiI 5 TI 8E OEM016NE0 d *'h um u,a n& rcX.�asc.Xo vc •0z 29B' B11Y x +rx nP°0ws,w en TV^I � Ts7 Q• MPIES Oi'TRG AIgVEY WA p}pEVOXC iXE 4Xp W XS WY0 V d E43053i➢YAt SFNI NR BECgV9LFPm 1U 1 V LWI. c LOT 78 ,P�i P ' SM LcN Of AJt(y�\ 8 Z i n y Z y /aWEE Y..yY\ o S99.22'00"W 140.00 M.,s Z Z •tr f a s m IBIKGR IR9ftTti `)W . E, ' LOT 77 � 2I $ .: •�1 w P.LS. #50390 E MICHAEL K. WrcxS LAND SURVEYING Peconic Bay Blvd. (49.5') 200 DELLS VIEW AVENDE. CENTER J(ORICNES. NEW YORE Y1934 VOICE: 631.6V4.0156 - FAX, 631.909.3645 WORWickN=VAReYa D&LA e RLCORAS OF RICHARD C DRAXS SCALE: SURVEYED BY: DRAWN BY: SHEET: 1 1'e2W "M.W./55. SS. I OF I O O L C Abandonment of Misting sanity s SURVEY OF PROPERT Y L roIn ornaance with de,^ n'system m11M be in w r��nie_�!r:qui*ement Submit LOTS 78-79 INCL. o completedformW4y1�q_ I�YU f LAND N/F OF y, �' U� °yl ATER AMENDED MAP OF m c CAROL A AND ,.' a LOT 80 RA M PALMIOTTOMATTITUCK PARK PROPERTIES •c d c n o N69°22'00"E 140.00 RES. PUBLIC WATER FILED: JAN. 12, 1926 - MAP {�801 a L a c o 'Y� rn w - o 0 0.V. 29.8 0.V. 31.0 0 0 SITUATE �.����® czS� u� m 000 o o O MATTITUCK S o 39.7' ti TOWN OF SOU ,F'�'OLD FP 2 a 2a.o W SUFFOLK COUt"'' 3�fF1�°� 2?07p SURVEYED: OCT. r2 6 Iy ' a c SI© 1 �N I ASPHALT DRNEWAY o FT(L71ZB 0(�� �� b ucHr POLE Garage N - O UPDATED: APR. 11, 20'i$nCT� //y v I ^ g ^ [) REVISED: JUN. 25, 2019 a) 0 N I ci GF:31.0 O PROPOSED SEPTIC: SEPT. 29, 2019 ti La H W EE, REVISED: DEC. 09, 2019 F pU F.E. G 280 HEALTH w 2 2 REVISED HEALTHPDEPT.T. BMAY 13,02020 J F y PROPOSED8'0 x S a REVISED HEALTH DEPT. SEPT 18, 2020 B' DEEP DRY WELL o Q .��.. L Elr `: PROPOSED 3 q' � U W E!a O 6'o x 4' LP. TOWN N NOTES: . L a a a LP. HOUSE 47.4 q 1. PROPERTY KNOWN AS TAX MAP# 1000-144-02-06 w PROPOSED 1-STORY q ti 2. LOT AREA =14.000 SOFT. (0.321 ACRE(S)) i F w o < c Ti? 3. THIS SURVEY WAS PREPARED USING A TRIMBLE -9 k W LP FRAME RESIDENCE .4 _ "� W S3 ROBOTIC TOTAL STATION. o w MI 392 o RELOCATE) ai 4. PROPERTY CORNER MONUMENTS WERE NOT SET AS a ---- 6.0 1 Sf~O'/`J 3 OUTDOOR SHOWER O PART OF THIS SURVEY. i C m ROPOSED "' S.NAVD 88 DATUM ox F'/°it.T7LC R6S'L�27tCeC. PROP. REAR EXIST. SANITARY SYSTEM o `" M ' MIN 1 0 GALLO #1305 - STOOP O TO BE PROPERLY x L Q B. ORCH o ABANDONED , STANDARD NOTES: L G N T. LP. S.T. 'd TO BE DEWXM-IED Ni 0 Mit PRP FFL-33A RELOCATED cs 1. COPYRIGHT 2020 MICHAE. K. WICKS UWD SURVEYING ,I-- C OH v-�-J OH OH HOUSE392 37.9 BILCO DOOR 2. UNAUTHORIZED N.TERATION OR A➢DmON TO THIS SURVEY MAP BEARING A Q L _ W LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209. 3 Q J O T Z 'D• Z - {�I ' 61 D' U SUB-DPASION 2, OF NEW YORK STATE EDUCATION TAW. Q L i Cl fJ �/11 ME Cif 3. ONLY BOUNDARY SURVEY MAPS WON THE SURVEYOR'S EMBOSSED SEAL LC z LAND N/F OF ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL Q M \ Q o O Z O WORK AND OPINION. W r W W_ r p STEVEN SZCZESNI 4. CERTIFICATIONS ON THIS BOUNOPRY SURVEY NAP SIGNIFY THAT THE MPP wm E W W W m La V ` I _ - Z WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF 1n ? CD EXISTING WATER SERVICE `� PROPOSED,B'6 x 3' 03 RESIDENCE PUBIC W PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW .TH STATE ELI UNITED TON OF PROFESSIONAL LTH SURVEYORS, INC.THE P IS PREPARED. I. N 0 n T`+ O - DE''-DRY WELL CJ p7 LIMITED TO PERSONS FOR WHO M THE BOUNDARY SURVEY MAP IS PflEPARED, r Q TO THE TITLE COMPANY,TO THE GOVERNMENTAL AGENCY,AND TO THE 'O ; V LENDING INSTITUTION LISTED ON THIS BOUNDARY SUINLY NAP. M Lu w } ELV' 29. C ELV. 30.0 w CM 5. THE CERTuTcAwNB HEREIN ARE NOT TRANSFERABLE }p MON V1 6.THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE -a 7' L- N S69°22'00"II 140.00 NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATEO. IF ANY UNDERGROUND ` Q, J 6 1K 0/y 3.S'S IMPROVEMENTS OR ENCROACH ENTS- OR ARE SHOWN, THE N IMPROVEMENTS OR ENCR �((]] 1 RED BY THIS SURVEY. a = w ADJACENT RESIDENCE �- SHED THE ROPFERTY ET UNIT ,FOrv4/ H ON THE STRUCTURES THES TO O E ME NOT FOR R D USE AND THEREF E U Q ••• '+� w TYPE OF CNTEND Ch AWE_ TO i . RETAINING WAL 3 .' 71 U R LOT 77 I ST HOLE y POOLB. PATIOS QACOmO Q ,AND AN O % LO Ll w N itF COPIES L SHAALL 1B C DERE D A VAUD COPY. Y YJ/P RT'�_ NG D EYOR'S INKED •°c_ l o c w RESIDENCE PUBIC WATER NOT TO SCALE O U. ul D D 7 7 CDONALD CEOSCIENCE m m ca a PeC��.Z �.' 1JQ: 1>LvCL. �49.5'� 06126119 Y ; Na wa W 0.-GRADE ELEV. 29.70' HOUSE _ MI HAEL L.S. #50390 E , i BROWN SILTY•SND SM 1250 GAL F.F. EL _ S3.o' FRISHEO GRADE EL - XLOO 5' MICHA K. WICKS nXSH GRADE L00afY'CASTING TO GRADE rN« 4'PER Fr. PALE BROWN FINE SAND LAND SURVEYING o LI7VIS TO INDE 6 AG'L 1' YIN. Y'6 SP USED ON MET L.• INV. q• I _ I LOCATE DROP'I'UNOFIi ACCESS C NMRON -27.0 ENV. EL I'm CAL ENV. EF INV. LEACHING Pool , 10' 200 BELLE VIEW AVENUE, E J 21r TRa 2O'Mx. OPENING FOR IVINIOLWE -28.75' SEPTIC TANK -26A _26.2 B•DIA'1'DEEP CENTER MORICHES, NEW YORK 11934 i °dam I P.L wA VOICE.- 631.874.0156 - PAX. 631.909.3845 YIN 4•ttL APPRO.ID PPE EL-22 r✓u,u mI arw WATER IN ° a FROM 1/4-FER Fr. BAI E WALL OUTLET I PALE BROWN FINE SAND www.'wicksl¢ndsurueyi'ng.co'm, o 1 M.♦'ON APPROVm PIPE HIGHEST EXPECTED GROUND WATER q,.19. ' 15' SP RECORDS OF RICHARD C. DRAKE mam T/B Pm Er. GROUND WATER EL-TB.7•_ L�Lj SCALE: SURVEYED BY: DRAWN BY: SHEET: WATER ENCOUNTERED 1V BELOW SURFACE 1"=20' M.W./S.S. S.S. 1 OF 1 0 r ti l I TITLE SURVEY NOTES: C.B. i ' Ir ��Mrj i Co n ht 2021 — ion or di Engineering and survey a m P.C. ��7111 Irr/IV v uC' \ PY9 9 9 Surveying, LOT 80 1 Icenseoria d alteration or addition io a survey map bearing a I tensed land surveyors seal is a violation of section 7209, ubdivision 2, of the New York State Education Low. Only /1�( � Iul I_Jboundary survey maps bearing an original embossed or inked C.B. �) (,� kkkJJk„ X71h� JUL4 2021 seal and signature are genuine true and correct copies of the w v_ n .\ rU Jl1L surveyors original work and opinion. LL , IUC N 69*22'00" E 140.00, 2. This map was prepared in accordance with the current existing 1 r Code of Practice for Land Surveys adopted b the New York I� BU11DING IDEPT. Y P Y / LL ;a 6 WOOD FENCE I State Association of Professional Land Surveyors, Inc. and TQ 'T?-[;f,;,r meets the accuracy standards jointly adopted by ALTA and NSPS. Certification hereon is limited to persons for whom the WI boundary survey map is prepared, to the title company to the \�9 N ,�1 N governmental agency, and to the lending institution listed on o this map. The certifications hereon are not transferable. 14.0 L_ 39.5' 3. The location of underground improvements or encroachments 28.V are not always known and often must be estimated. — Underground improvements or encroachments are not covered ASPHALT DRIVEWAY `" by this certificate. H GARAGE r 4. A title report and other "Record Documents" as defined in the FRAME & SHINGLE LOT 79 Minimum Standard Detail Requirements for ALTA/NSPS Land O Title Surveys, has not been provided for use in preparing this U O survey. Easements and covenants of record affecting the z O GAR PEAK 27 11 4 O w property may not be shown. 0 w O 135 Ezz, 13.1 U C) 5. ELEVATIONS ARE IN NAVD 1988 DATUM. CONC I STEPS a 03 a d < m 6'0 THIS SURVEY IS CERTIFIED TO THE o2 I I ei 130 i BEST OF MY PROFESSIONAL ABILITY ONLY TO: 34.5' 58.1' LL m 47.4' o LLJ W LLJ _ _ } DAVID CORBETT m ;� I O < of TRACY CORBETT No. 1305 O a " �N 6.,• FOUNDATION 3.z• a0 v � � 3 v o N o N z 16 q TOP OF FOUNDATION 13.79 6 w c Z 84SEMENr SW 6.64 < N � SURVEY _ w _ LOT 78 U.P. _ _ OVERHEAD WIRES 37.5' OF 12.6 61.2' w BRICK LJ Y LOTS 78 AND 79 CHIM CONC STOOP z N AS SHOWN ON THE AMENDED MAP OF w MATTITUCK PARK PROPERTIES FILED: JANUARY 12, 1926 FILE No. 801 LLo I W I FIND CONC MON 0.16'N SITUATE MATTITUCK 9 I S 69'22'00" IN 140.00 `S ED 004W TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. 3.2'S W _ z S.C.T.M. No. 1000-144.00-02.00-006.000 F-_ SCALE: 1" = 20' z SURVEYED & FOUNDATION LOCATED: JULY 11, 2021 LOT 77 — r N T Prepared by: PECONIC BAY BOULEVARD D'AMARO ENGI ERING AND SURVEYING, P.C. 20 MARIPOSA LANE TEL: (631) 878-7808 MANORVILLE, NY 11949 JDAMARO®OPTONLINE.NET NOTE: OFFSETS ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES SURVEY No. S21016 mn1 TITLE SURVEY NOTES: B. IRX C. _ LOT 80 Copyright 2027 — D'Amaro Engineering and Surveying, P.C. F.. :mow. s_ �f� Unauthorized alteration or addition to a survey map bearing a �~ w GP. ..r licensed land surveyors seal is a violation of section 7209, subdivision 2, of the New York State Education Law. Only f-,1%- boundary survey maps bearing an original embossed or ined 1^ seal and signature are genuine true and correct copies of the C.B. c 7 P surveyors original work and opinion. �~ N 69022'00" E 140.00 x`�" yam JYJ 2. This map was prepared in accordance with the current existing Code of Practice for Land Surveys adopted by the New York o_ 6' WOOD FENCE ,• ;g: �_;+ State Association of Professional Land Surveyors, Inc. and meets the accuracy standards jointly adopted by ALTA and " s NSPS. Certification hereon is limited to persons for whom the WI 1,69 w a„ V. ";y'�P. � boundary survey map is prepared, to the title company, to the N � .' �V r;-`C%""r; governmental agency, and to the lending institution listed on o i-Y this map. The certifications hereon are not transferable. I 39.5' 14.0 3. The location of underground improvements or encroachments 28.1' are not always known and often must be estimated. Underground improvements or encroachments are not covered ASPHALT DRIVEWAY `� by this certificate. k GARAGE N 4. A title report and other "Record Documents" as defined in the �+ FRAME & SHINGLE LOT 79 Minimum Standard Detail Requirements for ALTA/NSPS Land �O k' Title Surveys, has not been provided for use in preparing this F I O z O survey. Easements and covenants of record affecting the z GAR PEAK 27.11 O w property may not be shown. 135 13.1 " 5. ELEVATIONS ARE IN NAVD 1988 DATUM. Io Q W CONC STEPS r O R- 6.0' s e THIS SURVEY IS CERTIFIED TO THE a I n 130 s BEST OF MY PROFESSIONAL ABILITY ONLY TO: w 35.5' 58.1' LLI o W ? 46.4 " > DAVID CORBETT o. N of TRACY CORBETT I" mCD b of ,� i I O No. 1305 = O ' 0 " 00 5.7' FOUNDATION 3.2' Co N z a I 35.9' 58.1' 1h o a a O in O a wo N N z o I Z e TOP OF FOUNDATION 1379 m w In RV Cb1S£M£Nr SLAB 6.64 �* E I w o SU U.P. _ _ _ OVERHEAD WIRES 37.5' LOT 78LJ OF 12.6 61.2' LL BRICK CHIM CONC = LOTS 78 AND 79 a, STOOP � z AS SHOWN ON THE AMENDED MAP OF Io I w MATTITUCK PARK PROPERTIES FILED: JANUARY 12, 1926 FILE No. 801 'o I W I FND CONC MON 0.16'N SITUATE MATTITUCK w I 3 I S 69'22'00" W 140.00 `HEo 0•04'W TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. 3.2'S LLI S.C.T.M. No. 1000-144.00-02.00-006.000 SCALE: 1" = 20' o VCOR SURVEYED & FOUNDATION LOCATED: JULY 11, 2021 ED LOT 77 LOCATE MODIFIED FOUNDATION: AUGUST 9, 2021 rnv AUG ;L 6 2021 `14 BUILDING DEFT. TOWN OF SOY"1'F?OT n PECONIC BAY BOULEVARD Prepared by: D'AMARO E INEERING AND SURVEYING, P.C. 20 MARIPOSA LANE TEL: (631) 878-7808 MANORVILLE, NY 1 49 JDAMARO®OPTONLINE.NET NOTE: OFFSETS ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES SURVEY No. S2101 6 SURVEY OFPROPERTY F LOTS 78-79 INCL. W o Z AMENDED MAP OF APR 2 2018 MATTITUCK PARK PROPERTIES ti \� FILED: JAN. 12, 1926 — MAP #:801 TOWNOFsovTs0 czI o SITUATE LOT 80 14a MATTITUCK N69022'00"E 140.00 N TOWN OF SOUTHOLD a SUFFOLK COUNTY, N.Y. f `° o / m C Tv o �p SURVEYED: OCT. 5, 2016 S UPDATED: APR. 11, 2018 � o � NOTES: ri 39.7' 48.0 w At 1. PROPERTY KNOWN AS TAX MAP# 1000-144-02-06 w 2. LOT AREA =14,000 SQ.FT. (0.321 ACRE(S)) < 3. THIS SURVEY WAS PREPARED USING A TRIMBLE a -� ASPHALT DRIVEWAY o Frame O S3 ROBOTIC TOTAL STATION.ko c N C%; 4. PROPERTY CORNER MONUMENTS WERE NOT SET AS 6 LIGHT POLE Garage w CzI PART OF THIS SURVEY. s v LOT 79 w 28.0 'ALL 2 w STANDARD NOTES: -� G w 2 9 i.COPYRIGUNAUTHORIZED ED TERATIMICHA L K.O WICKS I.O NT SURVIVING U MSED t.AND SURVEYOR ALTERATION EA gS A M TI THIS SURVEY MAP BFPRiNC A w U Q O LICENSED IANO OFNWY SEAL IS A VIOLATION OF SECTION 7209. ) SUB-DIVISION D OF NEW YORK SPATE EWE SUR LAW, z ]. ONLY GENUINE TRUE SURVEY MAPS WITH!THE SURVEYOR'S OWS ORII SEAL Mai ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S OWGINAL _ _ — - N `� WORK AND OPINION. __. 3 36.7 —_ _ 4.5_ O ♦. CER PREPARED ON TINS BOUNDARY SURVEY MAP SIGNIFY MISTING THAT THE MAP N Q WAS PREPARED IN ACCORDANCE A WRH THE CURREE! EXISTING CODE OF G PRACTICE FOR LANO SURVEYS ADOPTED BY THE NEW PORK STATE x 0 31 Y v CONCRETE FOUNDATION ASSOCIATION ER PROFESSIONAL LAND SURVEYORS, INC. THE CERTRWON IS w 3.4 �, LINKED TO PERSONS , WHOM THE ROUNDMY SURVEY AMAPND T PREPARED, TO THE TNST COMN ULS TO THE HIS B MENTALBOUNDARY AGENCSURVEY,AND TO THE 39.2 Q SHOWER 5 WE INSTRUPON S HERON ON THIS T TRANSFERABLE. RABLE. MAP. Q ^` 6•p O 5.THE CECATION ONS HERON ARE NOT IMPROVEMENTS OR. VJ Story !� S B.THE LOCATION N AND OFTEN MU IMPROVEMENTS ENCROACHMENTS ARE O ^� Frame ResidenceEl GONG. NO ALWAYS KNOWN AND OF EN MUST BE ESTIMATED. IF AN UNDERGROUND < p O O IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN,THE r/E N G E Q I=0 EMEM OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY. w vJ #1305 / V 7. THE OFFSET(OR DIMENSIONS) SHOWN HEREON FROM THE SMUCTURES TO m MAS. WALK g d THE PROPERTY LMES ARE FOR A SPECIFlC PURPOSE AND USE PfN TfEREiORE a ARE NOT INTENDED TO WIDE THE ERECTION OF FENCES, RODNNG WALS, 0 J 39 2 POOLS, PATIOS PLANING AREAS,ADDITIONS TO BUILDINGS AND AM OTHER 39.8' vi ( w TYPE OF CONSTRUCTON. 61.0'— cA � o V 1 �21 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED OR EMBOSSED SEAL SHALL NOT BECONSIDERED TO BE A VALID COPY. N LOT 78 2 O W V\� I V �QF N��ACIO 00 N , y0 0 FNQ.NON. n y �4 una�a-�i'�n CO �" °N9� S69022'00"W 140.00 CO FR. SHED N w l O Cou, �M ADJACENT RESIDENCE s h c LOT 77 cocq MICHAEL ~ WICKS, P.L.S. g50390 E MICHAEL K. WICKS LAND SURVEYING Peconic Bay Blvd. (49.5') 200 BELLE VIEW AVENUE, CENTER MORICHES, NEW YORK U934 VOICE: 631.874.0156 - FAX. 631.909.3845 m unum wickslandsumeying.com RECORDS OF RICHARD C. DRAKE o SCALE: SURVEYED BY: DRAWN BY: SHEET: 1"=20' M.W./S.S. S.S. 1 OF 1 U ysr��8 on TITLE SURVEY NOTES: G.B. LOT 80 1. Copyright 2023 — D'Amaro Engineering and Surveying, P.C. Unauthorized alteration or addition to a survey map bearing a z licensed land surveyors seal is a violation of section 7209, subdivision 2, of the New York State Education Law. Only va� boundary survey maps bearing an original embossed or inked C.B. �j r� s seal and signature are genuine true and correct copies of the surveyors original work and opinion. Vti ) l N 69422 00 E 140.00 2. This map was prepared in accordance with the current existing Code of Practice for Land Surveys adopted by the New York �/ State Association of Professional Land Surveyors, Inc. and F 6' WOOD FENCE 0.1'S meets the accuracy standards jointly adopted by ALTA and NSPS. Certification hereon is limited to persons for whom the p • a I b °.7'S '1 6' PLASTIC FENCE 0.7'S bounds survey ma is prepared, to the title company, to the ,'t•' b i w boundary Y P P P P to try. o N governmental agency, and to the lending institution listed on o this map. The certifications hereon are not transferable. I' l4.2 !J6 39.5' 3. The location of underground improvements or encroachments 28.2' are not always known and often must be estimated. BELGIAN BLK CURB Underground improvements or encroachments are not covered z N by this certificate. of GARAGE GRAVEL DRIVEWAY °d �. ei 4. A title report and other "Record Documents" as defined in the • cz FRAME & SHINGLE ry LOT 79 Minimum Standard Detail Requirements for ALTA/NSPS Land ad U.G. GAS SERVICE w a Title Surveys, has not been provided for use in preparing tHis z o O r survey. Easements and covenants of record ,affecting the • BELGIAN'BLK CURB w w CD w property may not be shown. W G/W PEAK 27 I1 P V 4 P Y y Q w O .\ Zp 13.9 13.J 4 " O w 5. ELEVATIONS ARE IN NAVD 1988 DATUM. r- I � ) 1 . _ • GATE EGRESS W.W. F O 3 3—8'0 x o o_ 4' DEEP - m 6'0 0. �° THIS SURVEY IS CERTIFIED TO THE z LEACHING 3 .I.O 3.2 GM "i 13.3 t Lw ? wl � POOLS g3 w w 46.a' 14.5 `� W o BEST. OF MY PROFESSIONAL ABIU ONLY TO: a 'aa ; / RACI CORBETi N m oI 00 ` ' o-a m o- a RIDGE EL JJ.53 O TRACY CORBEfT O � 35.6' .r 5,2• N HOUSE No. 1305 3.3, - " - 57.9' m = w Ih o sU ✓ Ry Rr~ - x - I _p� z, o ONE-STORY & BASEMENT o- 44 /^ `?2• - FRAME RESIDENCE o N o Q�.F/�Q 'Y/t/ y.•'' '"' H 1,250 gal a o G� o BLUESTONE ��C �� lg O / a Za J S.T. \ ,c 16 PATIO w o F C U.P. I OVERHEAD WIRES I /SMH)�' f \I LOT 78 SURVEY O �Yqs Fq xy 1y ccc ` , r u I 30' 13. 0 13.3 � 50%E%P\I 15� A.C. UNIT 8'0 Z LOTS 78 AND 79 £- ORYWELL / m GATE AS SHOWN ON THE AMENDED MAP OF w WATER SERVICE m �� aI kk 12.6 6' PLASTIC FENCE 4.°'N W MATTITUCK PARK PROPERTIES LL z z = ` 07'N o FILED: JANUARY 12, 1926 FILE No. 801 w WI FND CO6'O N SITUATE MATTITUCK ® - • - S 69.22'00" W 140.00 sH�EO °04'W TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. $UFFOLK COUNTY IEPARTMENT OF HEALTH SE .V10E5 3.2'S APPROVAL OF CONSTRUCTED WORKS FO LiJ i S.C.T.M. No. 1000-144.00-02.00-006.000 ASINGLEFAMILYRESIDENCE �� a SCALE: 1" = 20' p y e yy� vi � Date: JAN P 5 M24 H.S.Ref. No.R-ae_ CO *' _ _ LOT 77 SURVEYED & FOUNDATION LOCATED: JULY 11, 2021 [ \ LOCATE MODIRED FOUNDATION: AUGUST 9, 2021 O E C E t FINAL AS—BUILT SURVEY: FEBRUARY 14, 2023 The sewage disposal and water supply facilities at this locatio hh�een ADDED PROPOSED WATER SERVICE RELOCATION: AUGUST 24, 2023 Inspected and/or certified by this Department or other age icitrand I `1Jf1�0 ' SET LATH ON SOUTHERLY PROPERTY LINE: SEPTEMBER 28, 2023 AS—BUILT WATER SERVICE: NOVEMBER 13, 2023 found to be satisfactory FOR A MAXIMUM OF 4_BED OOMS. ,JAN 3 0 2024 � 3� ��,r��"p' • / REVISED GAS SERVICE & ADD DRYWELL: JANUARY 16, 2024 [:rD :epArt nr-nt s i CRAIG KNEPPER, P.E., CHIEF Prepared by: P CONIC BAY BOULEV ' n of ,.,, ...•,i OFFICE OF WASTE MANAGEMENT 1 ;, tttt c�a�.- D'A20 �MAGSA RO NENGINEERING AND SURVEYIING878-7808 P.P.C. '^•^-- - ' -'• ��i •> '•i:.••�'5. � MANORVILLE, NY 11949 JDAMARO®OPTONUNE.NET NOTE: OFFSETS ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES 1 '� mrlmitttt � SURVEY NO. 521016 Air Handlers Air RH1T/RH2T Series / 11 The new degree of comfort:" Rheem High Efficiency Air Handler 1, I RHiT/RH2T Series Constant Torque Motor(ECM) Efficiencies up to 16 SEER `\ 6QW • RH1T/RH2T feature a Constant Torque motor(ECM)which • 11/2 ton 15.3 kW]through 5 ton(17.6 kW]models are between provides enhanced SEER performance with most Rheem out- 421/2 to 57 inches[1080 to 1448 mm]tall and 22 inches door units. [559 mm]deep. • Versatile 4-way convertible design for upflow,downflow, • All models meet or exceed 330 to 400 CFM[156 to 189 Us] horizontal left and horizontal right applications. per ton at.3 inches[.7 kPa]of external static pressure. • Factory-installed indoor coil. • Enhanced airflow,up to.7" external static pressure. • Sturdy cabinet construction with 1.0 inch [25.4 mm]of • Evaporator is constructed of aluminum fins bonded to inter- foil faced insulation for excellent sound and insulating nally grooved aluminum tubing. characteristics. • Suitable for application in mobile homes. • Field-installed auxiliary electric heater kits provide exact heat • Cabinet air leakage less than 2.0%at 1.0 inch H2O when for indoor comfort.Kits include circuit breakers which meet tested in accordance with ASHRAE Standard 193. U.L.and cUL requirements for service disconnect. INTEGRATED HOME OR FORM NO.N11-553 RE811 Table of Contents '--on AirRH1T/RH2T Series TABLE OF CONTENTS Engineering Features ......................................................................................3 Model Number Identification............................................................................4 DimensionalData ........................................................................................5-6 Airflow Directional Data ..................................................................................7 Airflow Performance Data RH1T..................................................................8-14 Electrical Data RH1T................................................................................15-18 Airflow Performance Data RH2T................................................................19-23 Electrical Data RH2T................................................................................24-26 ElectricalWiring............................................................................................27 Accessories............................................................................................................27 LimitedWarranty ..........................................................................................28 COMFORTINTEGRATED HOME Engineering Features --0 Air RHIT/RH2TSeries Engineering Features RHiT/RH2T-Series • The most compact unit design available,all standard heat air • Coils are tested at the factory with an extensive refrigerant handler models only 421/2 to 57 inches[1079 to 1448 mm]high. leak check. • Attractive pre-painted cabinet exterior. • Coils have copper sweat refrigerant connections. • Rugged wall steel cabinet construction,designed for added • Coils utilize chatleff metering device connections. strength and versatility. • Molded polymer corrosion resistant condensate drain pan is • 1.0"foil faced insulation mechanically retained in blower provided on all indoor coils. compartment for excellent thermal and sound performance. • Supply duct flanges provided as standard on air handler • Four leg blower motor mount. cabinet. • Blower housing with controls,motor and blower.Slide out • Provisions for field electrical,connections available from design for service and maintenance convenience. either side or top of the air handler cabinet. • Traditional open wire element design for heat applications. • Connection point for high voltage wiring is inside the air han- • Field convertible for vertical downflow,horizontal left hand or dler cabinet.Low voltage connection is made on the outside right hand air supply. of the air handler cabinet. • 3 combustible floor base accessories fit all model sizes when • Concentric knockouts are provided for power connection to required for downflow installations on combustible floors. cabinet.Installer may pull desired hole size up to 2 inches • Indoor coil design provides low air side pressure drop,high [51 mm]for 1 t/2 inch[38 mm]conduit. performance and extremely compact size. • Front refrigerant and drain connections. • Expansion valve on indoor coil provides for operation with air conditioning or heat pump using the same coil. [ ]Designates metric conversions • Coils are constructed of aluminum fins bonded to internally grooved aluminum tubing. INTEGRATED =i HOME COMFORT Air Model Number Identification a I RHtT/RH2T Series R H 1 T 24 17 S T A N A A *T** Option Code(see ADS-3803) Blank=None Minor Series A=First Voltage A=115/1/60 D=480V/3/60 J =208/240/1/60 Controls C=Communicating N=Non-Communicating Major Series A=First Metering Device T=TEV E=EEV P=Piston Coil Efficiency S=Standard M=Medium H=High Width 17=17.5"[431.8 mm](600-1200 CFM) 21=21"[533.4 mm](800-1600 CFM) 24=24.5"[609.6 mm](1400-1800 CFM) Nominal Capacity 24=18,000[5.27 kW]-24,000[7.03 kW]BTU/H 36=30,000[8.79 kM-36,000[10.55 kW]BTU/H 48=42,000[12.31 kW]-48,000[14.06 kW]BTU/H 60=60,000[17.58 kW]BTU/H Motor Type T=Constant Torque(ECM) Stages of Air Flow 1 =Single 2 =Two Stage Product Category H=Air Handler Rheem [ ]Designates Metric Conversions Available Models at 115V A Voltage Available Models at 480V D Voltage RH1T2417STANAA R111T6024STANDA RH1T3617STANAA RMT3617STANDA RH1T3621MTANAA RH1T4821STANDA RH1T3621HTANAA RH1T4824STANDA RH1T4821STANAA RMT6021STANDA RH1T4821MTANAA RH1T6021STAVA 11111T4824STAW 11111T6024STANAA Available Models at 208V J Voltage RH1T2417STANJA RH1T3617STANJA RH1T3621MTANJA RH1T3621iRANJA RHIT4821MTANJA RH1T4821STANJA RH1T4824STANJA RHIT6021STAWA RH1T6024STANJA RH2T2417STANJA RH2T242IMTANJA RHZT362IMTANJA 1`1112T4821MTANJA RH2T4824MTANJA RH2T6024STANJA 4 INTEGRATED • • •- Air Dlmenslonal Data �i I RH1T/RH2TSeries Unit Dimensions RECTOICALCONNEGRON3 SUPPLYAIR NOTE:24"CLEARANCE REQUIRED IN FROM OF HIGH E OLmFOOLTAGE NNEGIOIOF UNIT FOR FILTER AND COIL MAINTENANCE NIGH[27A..),111 C110NW7?qp mml 1+K R]9 mml.tmy-1E0 mWe L1[15.9 AGEMDIle 110N Return Air Opening Dimensions u:llssmml a+O q:R2tm Model Return Air Return Air Opening Cabinet Size Opening Width Oepth/Length (Inches) (Inches) 17 157/s 193/4 21 193/8 193/4 24 227/A 193/4 H PUNILI.1 ONNN WN PIPET N NG119.1 k RA41If ONONLY INPn NONZONiPIMNGPONONLY NUMMYOWJN00NHECIION YY(19.1..1R PIPETHREAO(NNI NWIIMYGPNNLONNFLIIOH W119.1 mm1 EEMNFPIPETHNFAO(NPR 19'M I195 mml UPROWNOWNnOW MPUGnON ONLY RENRNNR OPENING 21-1h: NOYIGIINEWNMLIION \ /I' i mm] LYPPFA(SYVFAN VAPORUNECONNECTION Wpm(sWFAn UNIT MAY UNITSH INSTALLED UNIT MAYAL INSTALLED UPFLOW.OOWNFLOW. HOfl120MAL flIGNi DR LEFT AIR SUPPLY. 513/1d 1151 mml 5 m 1� I 1 [105 mm][76 NO 1sNs"[46 mm] I I HORIZONTAL ADAPTER KIT ) 1/e"I29 m1IT1 PAs [27 mmI [35 MIT] 213AG [71 OUT] 594" (133 mm] VAPOR LINE 53/4" CONNECTION [136 MMI AUXILIARY HORIZONTAL UPFLOW UNIT SHOWN: DRAIN CONNECTION UNIT MAY BE INSTALLED UPFLOW, DOWNFLOW,HORIZONTAL RIGHT OR LEFT AIR SUPPLY. I I Designates Metric Conversions ( )Designates Unit with Double Coil Cabinet PRIMARY DRAIN LIQUID LINE VERTICAL DRAIN PAN CONNECTION CONNECTION AUXILIARY UPFLOW/DOWNFLOW DRAIN CONNECTION INTEGRATED HOME COMFOnT Air Dimensional Data -a RH7T/RH2TSeries Unit Dimensions&Weights Refrigerant Connections Air Flow Unit WeighVShipping Weight Model Sweat(In.)[mm]ID Unit Unit Supply CFM(Nam.)[L/sl [Lhs.)[kgl Size Width Haight Duct Unit With RH1T Liquid Vapor "W"In.[mm] "H"In.Imml "A"In.[mml Lo Hi Call(Max.kW) 2417ST 3/a[9.53] 3/4[19.051 171/2[445] 421/2[10801 16 [4061 600[283] 800[378] 921106[421481 3617ST 3/a[9.531 3/4[19.051 171/2[445] 421/2[10801 16 [4061 1000[472] 1200[566] 96/110[44/501 3621 HT 3/8[9.53] 7/8[22.231 21 [533] 57 [1448] 191/2[495] 1000[472] 1200[566] 137/149[621681 3621 MT 3/8[9.53] 7/e[22.231 21 [533] 501/2[1282] 191/2[495] 1000[472] 1200[566] 126/142[57/641 ff E3183 r/a[22.231 21 [533] 57 [14481 191/2[495] 1400[6611 1600[755] 139/151 [63/681 r/8[22.231 21 [533] 501/2[1282] 191/2[495] 1400[6611 1600[755] 128/144[56/65] r/8[22.231 241/2[622] 551/2[1410] 23 [585] 1600[755] — 142/160[64/721 r/8[22.231 21 [533] 57 [14481 191/2[495] 1600[755] 1725[8141 139/151 [63/681 7/8[22.231 241/2[622] 551/2[14101 23 [585] — 1800[850] 159/176[72/80] 'Maximum dehumidincakon aldlow. Unit Dimensions&Weights Model Refrigerant Connections Unit Unit Su Air Flow Unit WeighVShipping Weight Sweat(In.)[mml ID Supply CFM(Nam.)[L/s] (Lhs.)[kgl Size Width Height Duct RH2T Liquid Vapor "W"In.Imm] "H"In.[mm] "A"In.[mm] Lo Hi Call n t(Max. 2417S 3/8[9.53] 3/4[19.051 171/21445] 421/2[1080) 16 [409] 600[283] 800[378] 92/106 142/48] 2421 MT 3/s[9.53] 3/4119.05] 21 [533] 421/2[1080] 191/2[495] 525[2481 700[3301 111/126[50/57] 3621MT 3/8[9.53] 7/8[22.23] 21 [533] 501/2[1282] 191/2[495] 800[377] 1050[495] 129/145[59/66] 4821 M 3/8[9.531 7/8[22.23] 21 [533] 57 [1448] 191/2[495] 1400[6611 1600[755] 139/151 [63/681 4824MT 3/a[9.53] 7/a[22.23] 241/z[622] 551/2[1410] 23 [584] 1050[495] 14001660] 1281146[58/661 6024ST 3/8[9.53] 7/a[22.23] 241/2[622] 551/2[1410] 23 [584] 1200[566] 1600[755] 161/178[73/811 [ ]Designates Metric Conversions 6 INTEGRATED • . •- Air Airflow Directional Data D I RH1T/RH2TSeries Airflow Directional Data UPFLOW tDO1DOWNFLOW op o� .O � O• HORIZONTAL LEFT HORIZONTAL RIGHT HAND AIRFLOW HAND AIRFLOW . o 0 ' o0 0 00 0 00 0 0 COMFORTINTEGRATED HOME Air Airflow Performance Data RH1T/RH2T Series Airflow Performance Airflow performance data is based on cooling performance below for both cooling and electric heat operation. For opti- with a coil and no filter in place.Select performance table for mum blower performance,operate the unit in the.3[8 mmj to appropriate unit size,voltage and number of electric heaters to .7 inches[18 mm]W.C.external static range.Units with coils be used. Make sure external static applied to unit allows oper- should be applied with a minimum of.1 inch 13 mm]W.C. ation within the minimum and maximum limits shown in table external static range. Airflow Operating Limits Model Cabinet Size 17 17/21 21 24 Cooling BTUH x 1000 -18 -24 -30 -36 -42 -48 -60 -48 -60 Cooling Tons Nominal 1.5 2 2.5 3 3.5 4 5 4 5 Heat Pump or Air Conditioning Maximum HeaUCooI CFM[Us] 675 900 1125 1350 1575 1800 1925 1800 1930 (37.5 CFM[18 Usl/1,000 BTUH) [3191 [4251 [531] 1637] [743] [850] [907] [850] (911] (450 CFM[212 Usj/ron Nominal) Heat Pump or Air Conditioning Nominal Heat/Cool CFM[Us] 600 Soo 1000 1200 1400 1600 1750 1600 1800 (33.3 CFM[16 Us]/1,000 BTUH) [283] [378] [472] [566] [661] [755] [826] [755] (8501 (400 CFM[189 Us]/Ton Nominal) Heat Pump or Air Conditioning Minimum Heat/Cool CFM[Usl 540 720 900 1080 1260 1440 1575 1440 1620 (30.0 CFM[14 Us]/1,200 BTUH) [255] [330] [425] [510] [595] 16801 [743] [680] [765] (360 CFM[170 Us]/ron Nominal) Maximum KW Electric Heating 13 13 18 18 20 25 25 25 30 8 Minimum Electric Heat CFM[Us] 487[230] 617[291] 814[384] 1054[4971 1171[553] 1502[709] 1502[709] 1502[709] 1666[786] Maximum Electric Heat Rise T[°C] 80[26.7] 63[17.2] fib[18.9] 51 110.6] 49[9.41 50[10] 50[10] 50[10] 54[12.2] [ ]Designates Metric Conversions INTEGRATED • • .- Air Airflow Performance Data RH1T/RH2T Series 115V/208V/240V/460V Airflow Performance Data—RH1 T (Constant Torque (ECM) Motor) Made[ Motor Blower Size/ CFM 11.1s]Air Delivery/RPM/Watts(No Filter) No. Tannage Speed Motor Motor External Static Pressure—Inches W.C.[kPal RH1T Application From HP[W] Speed Factory 0 of Speed 0.1[.02] 0.21.051 0.3[.07] 0.4[.to] 0.5[.121 0.6[.15] 0.7[.171 CFM 837[3951 7131366] 608[2871 554[2611 485[2291 — — 2 RPM 565 587 630 692 751 — — 2417ST 10x8 Watts 95 81 88 74 66 — — No Heat 1.5 Ton 5 1/3 HP[2491 5 Speed CFM — — — — 683[322] 615[290] 572[2701 3 RPM — — — — 789 842 892 Watts — — — — 140 159 155 CFM 814[3841 692[3261 589[2781 5351252] 467[220] — — 2 RPM 592 613 656 719 778 — — 2417ST 10x8 Watts 108 90 97 82 73 —with 13 kW 1.5 Ton 5 1/3 HP(2491 Heater 5 Speed CFM — — — — 808[381] 629[2971 584[2761 3 RPM — — — — 789 842 892 Watts — — — — 148 168 163 CFM 902[4261 846[3991 78813721 742[3501 679[320] — — 4 RPM 596 645 694 741 791 — — 2417ST 10x8 Watts 105 108 116 121 Sp 130 — — No Heat 2 Ton 5 1/3 — 5 Speeded — — — CFM 858[276] 816[385] 770[363] 5 RPM — — 834 879 925 Watts — 185 182 214 CFM 882[4161 82713901 769[3631 723[3411 661 13121 — — 4 RPM 595 670 719 767 817 — — 2417ST 10x8 Watts 113 125 124 129 197 — — with 13 kW 2 Ton 5 1/3 HP[249] Heater 5 Speed CFM — — — — 833[393] 791 (373] 746[352] 5 RPM — — — — 852 898 944 Watts — — — — 192 189 222 CFM 1093[516] 1050[4961 1017[480] 977[461] 935[4411 — — 2 RPM 671 725 764 1 809 852 — — 3617ST 10x8 Watts 153 168 174 180 188 — — No Heater 2.5 Ton 5 1/2 HP[373] — — — — 5 Speed CFM 1084[512] 1040[4911 1001 (472] 3 RPM — — — — 896 936 971 Watts — — — — 249 257 261 CFM 106815041 1025[4841 992[468] 952[449] 910[429] — — 2 RPM 711 765 804 849 892 — — 3617ST 10x8 Watts 1 164 179 185 191 199 — — with 18 kW 2.5 Ton 5 1/2 HP[3731 Heater 5 Speed CFM — — — — 1059[500] 1015 14791 976 14611 3 RPM — — — — 936 976 1 1011 Watts — — — — 260 268 272 CFM 1270[599] 1237[584] 1199[566] 1165[550] 1130[533] — — 4 RPM 775 816 846 882 926 — — 3617ST 10x8 Watts 237 249 259 268 277 — — No Heater 3 Ton 5 112 HP[373] — — — — 5 Speed CFM 1275[602J 1244[587] 1211 [571] 5 RPM — — — — 963 999 1029 Watts — — 338 348 363 CFM 1245[588] 1212[572] 1174[554] 1140[5381 1105[521] — — 4 RPM 815 856 886 922 966 — — 3617ST 10x8 Watts 248 1 260 270 279 288 — — with 18 kW 3 Ton 5 1/2 HP[373] Heater 5 Speed CFM — — — — 1250[5901 1219[5751 1186[560] 5 RPM — — — — 1003 1039 1069 Watts — — — — 349 359 374 [ ]Designates Metric Conversions RATEDINTEG HOME Air Airflow Performance Data RH1T/RH2T Series 115V/208V/240V/460V Airflow Performance Data—RMT (Constant Torque (ECM) Motor) (Con't.) Model Motor Blower Size/ CFM[L/s]Air Delivery/RPM/Watts(No Filter) No. Tonnage Speed ' Motor Motor External Static Pressure—Inches W.C.[kPal RH1T Application From HP[W] Speed Factory 8 of Speed 0.1[.02] 0.2[.05] 0.3[.071 0.4[.101 0.5[.12] 0.6[.15] 0.7[.171 CFM 1073[5061 1016[4791 96314541 906[4281 854[403] — — 2 RPM 637 692 746 801 847 — — 3621 MT 2. 10x10 5 Ton 5 1/2 HP[373] Watts 130 142 153 165 176 — — No Heater 5 Speed CFM — — — — 1103[5211 1059[500] 100014721 3 RPM — — — — 917 957 1001! Watts — — — — 262 271 285 CFM 104414931 988[4661 936[4421 880[4151 828[3911 — — 2 RPM 678 734 791 844 883 — — 3621MT 10x10 Watts 141 155 158 1 171 182 —with 18 kW 2.5 Ton 5 1/2 HP[373] Heater 5 Speed CFM — — — — 1016[479] 961 [454] 904 14271 3 RPM — — — — 939 968 1015 Watts — — — — 233 243 265 CFM 1264[697] 1223[577] 1171 1553] 1112[5251 1070[5051 — — 4 RPM 724 761 814 868 900 — — 10x10 Wads 198 208 222 237 245 — — Noo Heater 3&3.5 Ton 5 1/2 HP[373] 5 Speed CFM — — — — 1288 1244 1200 5 RPM — — — — 974[6081 1012[5871 1044[566] Watts — — — — 345 362 371 CFM 1233[582] 1193[5631 1142(5391 1084[5121 1042[4921 — — 4 RPM 759 794 845 915 933 — — 3621MT 10x10 Watts 219 215 227 251 261 with 18 kW 3&3.5 Tan 5 1/2 HP[3731 Heater 5 Speed CAM — — — — 125715931 1213[5721 1169[552] 5 RPM — — — — 1020 1013 1014 Watts — — 355 U. 376 NOTES: Constant Torque motor speed changes. All Constant Torque motors have 5 speed tabs.Speed tab 1 is for continuous fan.Speed tab 2(low static)and Speed tab 3(high static)are for lower tonnage.Speed tab 4(low static)and Speed tab 5(high static)are for higher tonnage. Constant Torque air handlers are always shipped from factory at Speed tab 5,except for-4824,which is set at Speed tab 3.For instance,(-)H1 T-HM2417JA is always shipped at high static 2-ton airflow(Speed tab 5).To change to 1.5-ton airflow,move the blue wire to Speed tab 2 or 3 on the Constant Torque motor. The low static Speed tab 2(lower tonnage)and 4(higher tonnage)are used for external static below 0.5"WC.The high static Speed tab 3(lower tonnage)and 5 (higher tonnage)are used for external static exceeding 0.5"WC.Move the blue wire to the appropriate Speed tab as required by the application needs. •The airflow for continuous fan(Speed tab 1)is always set at 50%of the Speed tab 4. •The above airflow table lists the airflow information for air handlers without heater and air handler with maximum heater allowed for each model. •The following formula can be used to calculate the approximate airflow,if a smaller(N kW)than the maximum heater kit is installed. Approximate Airflow=Airflow without heater—(Airflow without heater—Airflow with maximum heater)x(N kW/maximum heater kW) [ ]Designates Metric Conversions INTEGRATED HOME COMFORT' Air Airflow Performance Data a RH1T/RH2T Series 115V/208V/240V/480V Airflow Performance Data—RHiT (Constant Torque (ECM) Motor) (Con't.) Model Motor Blower Size/ CFM[L/sl Air Delivery/RPM/Watts(No Filter) No. Tannage Speed Motor Motor RH1T Application From HP[WI Speed External Static Pressure—Inches W.C.[kPa] Factory 0 of Speed 0.1[.021 0.2[.05] 0.3[.07] 0.4[.10] 0.6[.12] 0.6[.151 0.7[.171 CFM 1305 1251 1205 1154 1101 1046 995 3 RPM 668 727 752 797 832 888 914 10x10 3621H Watts 193 187 183 208 210 213 247 No Heat 2.5 5 1/2 HP[373]2 Speed CFM 1249 1193 1138 1082 1026 970 914 dual voltage 2 RPM 732 780 828 877 925 973 1021 Watts 114 123 133 142 151 161 170 CFM 1280 1228 1176 1124 1072 1020 968 3 RPM 695 736 777 817 858 899 939 10x10 3621H 1/2 Hp[373] Watts 189 191 197 208 223 243 267 18 Kw Heat 2.5 5 2 Speed CFM 1221 1166 1110 1054 998 942 886 dual voltage 2 RPM 756 804 853 901 949 997 1045 Watts 119 128 137 147 156 165 175 CFM 1468 1421 1377 1332 1285 1 1240 1192 4 RPM 739 773 822 863 901 937 974 10x10 3621H 3 5 1/2 Hp[373] Watts 238 268 276 307 313 302 297 No Heat 2 Speed CFM 1272 1220 1174 1124 1067 1016 961 dual voltage 5 RPM 658 706 753 797 838 877 925 Watts 180 189 189 190 225 202 246 CFM 1445 1399 1354 1308 1262 1216 1170 5 RPM 759 799 839 878 918 958 997 10x10 Watts 252 277 295 305 308 303 290 3621H 3 5 1/2 Hp[373] 18 Kw Heat 2 Speed CFM 1249 1197 1145 1 1093 1042 990 938 dual voltage 4 RPM 684 728 772 816 859 903 947 Watts 183 186 192 202 214 230 248 CFM 1590 1 1546 1512 1476 1443 1412 1378 3 RPM 831 878 909 953 982 1012 1049 10x10 4821M Watts 377 373 379 390 406 420 427 No Heat 3.5 5 3/4 Hp[559]2 Speed CFM 1489 1441 1401 1359 1316 1278 1231 dual voltage 2 RPM 750 801 843 1 882 904 943 985 Watts 244 270 282 277 288 288 290 CFM 1567 1532 1497 1462 1427 1393 1358 3 RPM 85 4 6 892 927 963 998 1034 1069 Kw Heat 3.5 5 3/4 Hp[559]10x10 Watts 374 379 386 396 408 423 440 20 Kw H 2 Speed dual voltage CFM 1465 1423 1381 1338 1296 1254 1 1212 2 RPM 779 816 854 891 929 967 1004 Watts 257 270 281 1 287 290 289 285 CFM 1803 1760 1217 1683 1648 1612 1576 5 RPM 886 919 952 988 1019 1053 1088 10x10 4821M Watts 437 430 451 487 489 505 481 No Heat 4 5 3/4 Hp[559]2 Speed CFM 1681 1641 1598 1564 1528 1494 1452 dual voltage 4 RPM 825 855 907 940 956 1010 1045 Watts 338 1 358 388 397 388 422 434 [ ]Designates Metric Conversions INTEGRATED • • •- Air Airflow Performance Data 0 RH1T/RH2T Series 115V/208V/240V/480V Airflow Performance Data—RH1T (Constant Torque (ECM) Motor) (Con't.) Model Motor Blower Size/ CFM[Us]Air Delivery/RPM/Watls(No Filler) No. Tonnage Speed Motor Motor External Static Pressure—Inches W.C.[kPa] RH1T Application From HP[W] Speed Factory F of Speed 0.1 1.02] 0.2[.05] 0.3[.07] 0.4[.101 0.5[.12] 0.6[.151 0.7[.17] CFM 1473[695] 1442[6811 1401 [6611 1373[648] 133716311 — — 2 RPM 781 825 867 905 949 — — 0x10 Watts 257 271 303 307 315 — — Noo Heater Heater 3.5 Ton 5 3/4 HP Speed CFM — — — — 1447 683 1433 676 1402 662 5 Speetl [ 1 [ ] I ] 3 RPM — — — — 987 1034 1065 Watts — — — — 394 406 405 CFM 1433[676] 1402[662] 1361 1642] 1333[6291 1297[6121 — — 2 RPM 831 875 919 954 989 — — 4821ST 10x10 Watts 277 295 313 319 325 — — with 20 kW 3.5 Ton 5 3/4 HP[559] Heater 5 Speed CFM — — — — 133316291 1300[6131 126715981 3 RPM — — — — 1011 1046 108D Watts — — — — 350 364 377 CFM 1665[7861 1631[7701 160117561 1572[7421 1535[7241 — — 4 RPM 853 893 934 968 1015 — — 10x10 Watts 351 387 401 406 422 — — Noo Heater Heater 4 Ton 5 3/4 HP[559] CFM — — — — 1654 781 1624 766 1563 7381 5 Speed [ 1 [ I I 5 RPM — — — — 1036 1078 1095 Watts — — — — 500 513 523 CFM 1625[7671 1591 [7511 1561 [7371 1532[723] 1495[7061 — — 4 RPM 894 932 970 1020 1052 — — 4821ST 10x10 Watts 389 400 410 430 450 — — with 25 kW 4 Ton 5 3/4 HP[5591 Heater 5 Speed CFM — — — — 1614[7621 15841748] 1523[7191 5 RPM — — — — 1085 1090 1105 Watts — — — — 514 520 530 CFM 1748[8251 1669(788] 16391773] 1599[7551 1545[729] — — 2 RPM 660 698 734 762 795 — — 11x11 4 Ton 3 3/4 HP[559] Watts 297 311 326 340 353 — — Noo Heate Heater 5 Speed CFM — — — — 1732[8171 1683[7941 1630[7691 3 RPM — — — — 840 872 899 Watts — — — — 448 467 480 CFM 1708[8061 1629[769] 1599[755] 1559[736] 1505[7101 — — 2 RPM 680 736 760 790 820 — — 4824ST 11x11 Watts 305 330 341 350 361 — — with 25 kW 4 Ton 3 3/4 HP[559[ Heater 5 Speed CFM — — — — 1692[798] 1643[7751 15901750] 3 865 890 1014 Watts — — — — 460 47 4481 [ 1 Designates Metric Conversions 12 INTEGRATED HOME COMFORT Air Airflow Performance Data a RH1T/RH2T Series 115V/208V/240V/460V Airflow Performance Data—RH1 T (Constant Torque (ECM) Motor) (Con't.) Model Motor Blower Size/ CFM[L/sl Air Delivery/RPM/Watts(No Filter) No. Tonnage Speed Motor Motor External Static Pressure—Inches W.C.[kPa] RMT Application From HP[W] Speed Factory 9 of Speed 0.1 1.021 0.2[.05] 0.3[.071 0.4[.10] 0.5[.12] 0.6[.15] 0.7[.17] CFM 1779 1742 1704 1667 1630 1592 1555 5 RPM 903 936 970 1003 1037 1070 1104 10x10 Watts 440 451 463 474 486 497 609 4821M 4 5 3/4 Hp[559] 20 Kw Heat 2 Speed CFM 1659 1621 1584 1546 1509 1471 1434 dual voltage 4 RPM 843 879 916 952 988 1025 1061 Watts 352 367 382 397 412 427 442 CFM 1841 1798 1758 1728 1699 1660 1629 3 RPM 898 930 967 997 1027 1057 1092 10x10 6021 S q&5 5 3/4 Hp[559] Watts 469 470 484 490 498 512 531 No Heat 2 Speed CFM 1716 1669 1631 1594 1555 1522 1483 dual voltage 2 RPM 861 887 911 948 984 1015 1050 Watts 359 375 379 397 427 419 427 CFM 1817 1783 1748 1713 1679 1644 1609 3 RPM 915 947 979 1011 1043 1076 1108 10x10 60215 Watts 470 476 484 494 507 521 538 30 Kw Heat 4&5 5 3/4 Hp[559]2 Speed CFM 1691 1653 1615 1577 1538 1500 1462 dual voltage 2 RPM 871 903 935 967 999 1031 1063 Watts 367 379 392 404 416 428 440 CFM 2042 2003 1968 1931 1903 1868 1835 5 RPM 962 994 1043 1050 1102 1135 1159 10x10 Watts 612 632 616 649 673 657 711 6021 S 5 5 3/4 Hp[559] No Heat 2 Speed CFM 1886 1849 1809 1776 1741 1704 1677 dual voltage 4 RPM 917 948 981 1012 1047 1076 1108 Watts 491 501 509 525 540 560 569 CFM 2021 1987 1953 1918 1884 1850 1816 5 RPM 980 1014 1047 1080 1113 1147 1180 10x10 6021S 3/4 Hp[559] Watts 618 625 636 650 668 690 715 30 Kw Heat 5 5 2 Speed CFM 2004 1970 1936 1901 1867 1833 1799 dual voltage 4 RPM 997 1030 1064 1097 1130 1163 1196 Watts 617 633 649 666 682 698 714 CFM 1902[898] 1862[8791 1809[854] 17811840] 1739[821] — — 4 RPM 712 749 787 1 815 856 — — 6024ST 11x11 Watts 389 409 419 432 459 —No Heater 5 5 3/4 HP[559] 5 Speed CFM — — — — 1905[899] 1866[881] 1832[865] 5 RPM — — — — 894 924 950 Watts — — — — 565 570 592 CFM 1862[879] 18221860] 1769[8351 1741 [822] 1699[802] — — 4 RPM 750 790 810 850 880 — — 6024ST 11x11 Watts 410 420 430 455 479 — — with 30 kW 5 5 3/4 HP[559] Heater 5 Speed CFM — — — — 1865[880] 1826[862] 1792[846] 5 RPM — — — — 920 945 970 Watts — — — — 565 587 610 [ ]Designates Metric Conversions INTEGRATECi HOMECOMFORT Airflow Performance Data a Av RH1T/RH2T Series 115V/208V/240V/460V Airflow Performance Data—RH1T (Constant Torque (ECM) Motor) (Con't.) Model Motor Manufacturer Blower Size/ CFM[Us]Air Delivery/RPM/Wafts(No Filter) No. Tonnage Speed Recommended Motor Motor External Static Pressure—Inches W.C.[kPa] RH1T Application From Air-Flow Range HP[WI Speed Factory (Min/Max)CFM #of Speed 0.1[.02] 0.2[.05] 0.31.071 0.4[.10] 0.5[.12] 0.61.151 0.7[.17] CFM 170518001 1661 [703] 1632[770] 1572[741] 151719151 — — 2 RPM 663 701 741 782 819 — — 1517/1699 CFM 1x11 Watts 292 309 321 343 357 — — Noo Heater Heater 4 8 5 Ton 5 [716/801 Us] 3/4 Sp[559] CFM — — — — 1697 801 1646 777 1601 756 5 Speed I 1 I I [ ] 3 RPM — — — — 857 895 920 Watts — — — — 447 466 920 CFM 1669[788] 1625(767] 159617531 1537[725] 1482[700] — — 2 RPM 698 739 763 816 842 — — 6024ST 11x11 1482/1661 CFM Watts 308 317 329 361 373 — — with 30 kW 4&5 Ton 5 700/784 Us 3/4 HP[559] Neater [ ] 5 Speed CFM — — — — 1661 [784] 1611[760] 1566[739] 3 RPM — — — — 882 915 939 Watts — — — — 447 480 487 NOTES: •All 208/240V PSG motors have voltage taps for 208 and 240 volts. •All 208/240V PSG motors are shipped on high speed and 240 volts. •If the application external static is less than 0.5"WC,adjust the motor speed to the low static speed as described below: •Unplug the black motor wire off the relay on the control board and plug In the red motor wire. •Replace the cap on the black motor wire. •Voltage change(208/240V motors): •Move the orange lead to transformer 208V tap from 240V tap.Replace the wire cap on 240V tap. •Unplug the purple motor wire off the transformer and plug in the yellow motor wire. •Replace the cap on the purple motor wire. •The above airflow table lists the airflow information for air handlers without heater and air handler with maximum heater allowed for each model. •The following formula can be used to calculate the approximate airflow,if a smaller IN kW)than the maximum heater kit is installed. Approximate Airflow=Airflow without heater-(Airflow without heater-Airflow with maximum heater)x IN kW/maximum heater kW) [ ]Designates Metric Conversions HOME: • •• Electrical Data 0 Air Electrical Series Electrical Data — Blower Motor Only— No Electric Heat RH1T otoMinimum Maximum ode Voltage Phase' Hertz HP Im RPM Speeds Ampsr Circuit Overcurrent Ampacity Protection 24175 1/3[249] 300-1100 4 4.8 6 15 36175/3621M/3621H 115 1 60 1/2[373] 300-1100 4 6.8 9 15 48215/4821M/48245 3/4[559] 300-1100 4 9.3 12 15 6021S/60245 3/4[559] 300-1100 4 9.3 12 15 24175 1/3[249] 300-1100 4 1.6 2 15 36175/3621M/3621H 1/2[373] 30D-1100 4 2.8 4 15 48215/4821M 208/240 1 8 3 60 3/4[559] 300-1100 4 4.0 5 15 60215/60245/48245 314[559] 300-1100 4 4.6 6 15 36178 112[373] 300-1100 4 2.1 4 15 48215/48245 480 3 60 3/4[559] 300-1100 4 3.2 4 15 60215/60245 3/4[559] 300-1100 4 3.2 4 15 Blower motors are all single phase motors. [ ]Designates Metric Conversions COMFORTiNTEGRATED HOME --oft Air Electrical Data a I RH1T/RH2T Series Electrical Data-With Electric Heat RH1T Installation of the U.L. Listed original equipment manufacturer provided heater kits listed in the following table is recommended for all auxiliary heating requirements. Air Handler Heater kW Type Supply Circuit Minimum Maximum No Elements Heater Motor Model Heater Model No. (2(4/240V) PH/HZ '(ryq Per Single Circuit Amps. Amps. Circuit O Protection (-)HIT (480V) Multiple Circuit Ampacity Protection RXBH-17?03J 2.25/3.0 1/60 1-3.0 SINGLE 10.8/12.5 1.6 16/18 20/20 RXBH-1724?03J 2.25/3.0 1/60 1-3.0 SINGLE 10.8/12.5 1.6 16/18 20120 RXBH-1724?05J 3.6/4.8 1/60 1-4.8 SINGLE 17.3/20.0 1.6 24/27 25/30 RXBH-1724?07J 5.4/7.2 1/60 2-3.6 SINGLE 26.0/30.0 1.6 35/40 35/40 RXBH-1724?10J 7.219.6 1/60 1 2-4.8 SINGLE 34.6/40.0 1 1.6 46/52 50/60 2417S RXBH-1724A13J 9.4/12.5 1/60 3-4.17 SINGLE 45.1/52.1 1.6 59/68 60170 3.1/4.2 1/60 1-4.17 MULTIPLE CKT1 15.0/17.4 1.6 21/24 25/25 RXBH-1724A13J 6.3/8.3 1/60 2-4.17 MULTIPLE CKT 2 30.1134.7 0 38/44 40/45 RXBH-1724A07C 5.4/7.2 3/60 3-2.4 SINGLE 15.0/17.3 1.6 21/24 25/25 RXBH-1724A10C 7.2/9.6 3/60 3-3.2 SINGLE 20.0/23.1 1.6 27/31 30/35 RXBH-1724A73C 9.4/12.5 3/60 3-4.17 SINGLE 26.1/30.1 1.6 35/40 35/40 3617S RXBH-17?03J 2.25/3.0 1/60 1-3.0 SINGLE 10.8/12.5 2.8 17/20 20/20 RXBH-1724?03J 2.25/3.0 1160 1-3.0 SINGLE 10.8/12.5 1 2.8 17/20 20/20 RXBH-1724?05J 3.6/4.8 1/60 1-4.8 SINGLE 17.3/20.0 2.8 26/29 30130 RXBH-1724?07J 5.4l7.2 1/60 2-3.6 SINGLE 26.0/30.0 2.8 36/41 40145 RXBH-1724?10J 7.219.6 1/60 2-4.8 SINGLE 34.6/40.0 2.8 47/54 50/60 RXBH-1724A13J 9.4/12.5 1/60 3-4.17 SINGLE 45.1/52.1 2.8 60/69 60/70 3.1/4.2 1/60 1-4.17 MULTIPLE CKT1 15.0/17.4 2.8 23/26 25/30 RXBH-1724A13J 6.3/8.3 1/60 2-4.17 MULTIPLE CKT 2 30.1/34.7 0 38/44 40/45 RXBH-1724A15J 10.8/14.4 1/60 3-4.8 SINGLE 51.9/60.0 2.8 69779 70/80 3617S 3.6/4.8 1/60 1-4.8 MULTIPLE CKT1 17.3/20.0 2.8 26/29 30/30 3621M RXBH-1724A15J 72196 1/60 24.8 MULTIPLE CKT2 34.6/40.0 0 44150 45/50 3621H RXBH-1724A18J 12.8/17.0 1/60 3-5.68 SINGLE 61.6770.8 2.8 81/92 90/100 4.3/5.7 1/60 1-5.68 MULTIPLE CKT 1 20.5/23.6 2.8 30/33 30/35 RXBH-1724A18J g 5/11.3 1/60 2-5.68 MULTIPLE CKT 2 41.1/47.2 0 52/59 60/60 RXBH-1724A07C 5.417.2 3160 3.2.4 SINGLE 15.0/17.3 2.8 23/26 25/30 RXBH-1724A10C 7.2/9.6 3/60 3-3.2 SINGLE 20.0/23.1 2.8 29/33 30/35 RXBH-1724A13C 9.4/12.5 3/60 3-4.17 SINGLE 26.1/30.1 2.8 37/42 40145 RXBH-1724A15C 10.8/14.4 3/60 3-4.8 SINGLE 30.0/34.6 2.8 41/47 45/50 RXBH-1724A18C 12.8/17.0 3/60 3-5.68 SINGLE 35.5/41.0 2.8 48/55 50/60 RXBH-17A07D 7.2 3/60 3-2.4 SINGLE 8.7 2.1 14 15 RXBH-17A10D 9.6 3/60 3-3.2 SINGLE 11.6 2.1 18 20 3617S RXBH-17A15D 14.4 3/60 3-4.8 SINGLE 17.3 2.1 25 25 RXBH-17A18D 17.0 3/60 3-5.68 1 SINGLE 20.4 2.1 29 30 •?Heater Kd connection Type A=Breaker B=Terminal Block C=Pullout Disconnect •J voltage(209/240V)single phase air handler is designed to be used vothsingle or three phase (D D Voltage=480 Volts. 208/240Vwit electric heaters.In the case of connecting 3 phase power to air handler terminal block Nalues only No single point kit available. without the heater,bring only two leads to terminal block,cap,Insulate and fully secure the third lead. NOTES: •Do not use 480V electrical healers on 208/240V an handlers. •Electric heater BTUH-(heater watts+motor watts)x 3.414(me airflow table for motor walls.) -If the kit is listed under both single and multiple circuits,the kit is shipped tmm factory as multiple •Supply circuit protective devices may be fuses or"HACK"type circuit breakers. circuits.For single phase application,Jumper bar kit RXBJ-A21 and RXBI-A31 can be used to convert •If non-standard fuse size is spected,use next she larger standard fuse size. multiple circuus to a single supply circuit Refer to Accessory Section for details. •Largest motor load is included in single circuit or circuit 1 of multiple circuits. •Heater loads are balanced on 3 phase models with 3 or 6 heaters only. Designates Metric Conversions •No electrical heating elements are permitted to be used with Avoltage(115V)au handler. 1 9 Air Electrical Data a RH1T/RH2T Series Electrical Data-With Electric Heat RH1T (Con't.) Installation of the U.L. Listed original equipment manufacturer provided heater kits listed in the following table is recommended for all auxiliary heating requirements. Air Handler Healer kW Type Supply Circuit Minimum Maximum Model Heater Model No. (208/240V) PH/HZ No.Elements Single Circuit Heater Motor Circuit Overcurrenl (-)HlT (480V) kW Per Multiple Circuit Amps. Amps. Ampacity, Protection RXBH-1724?05J 3.6/4.8 1/60 1-4.8 SINGLE 17.3/20.0 4.0 27/30 30130 RXBH-1724?07J 5.4/7.2 1/60 2-3.6 SINGLE 26.0/30.0 4.0 38/43 40/45 RXBH-1724?10J 7.2/9.6 1/60 2-4.8 SINGLE 34.6/40.0 4.0 49/55 50/60 RXBH-1724A15J 10.8/14.4 1/60 3-4.8 SINGLE 51.9/60.0 4.0 70180 70/80 RXBH-1724A15J 3.6/4.8 1/60 1-4.8 MULTIPLE CKT 1 17.3/20.0 4.0 27/30 30/30 7.2/9.6 1/60 24.8 MULTIPLE CKT 2 34.6/40.0 0.0 44/50 45/50 RXBH•1724AIBJ 12.8/17.0 1/60 3-5.68 SINGLE 61.6170.8 4.0 82/94 90/100 RXBJ-1724A18J 4.315.7 1/60 1-5.68 MULTIPLE CKT1 20.5/23.6 4.0 31/35 30/35 8.5/11.3 1/60 2-5.68 MULTIPLE CKT 2 41.1/47.2 0.0 52/59 60/60 RXBH-24A20J 14.4/19.2 1/60 4-4.8 SINGLE 69.2/80 4.0 92/105 100/110 RXBH-24A20J 7.219.6 1/60 2-4.8 MULTIPLE CKT 1 34.6/40.0 4.0 49/55 50/60 7.2/9.6 1/60 2-4.8 MULTIPLE CKT 2 34.6/40.0 0.0 44/50 45/50 RXBH-24A25J 18.0124.0 1/60 6-4.0 SINGLE 86.4/99.9 1 4.0 113/130 125/150 6.0/8.0 1/60 2-4.0 MULTIPLE CKT 1 28.8/33.3 4.0 41/47 45/50 RXBH-24A25J 6.018.0 1/60 2-4.0 MULTIPLE CKT 2 28.8/33.3 0.0 36/42 40/45 4821E 6.0/8.0 1/60 2-4.0 MULTIPLE CKT3 28.8/33.3 0.0 36/42 40/45 4821M RXBH-1724A07C 5.4/7.2 3/60 3-2.4 SINGLE 15.0/17.3 4.0 24/27 25/30 RXBH-1724A10C 7.2/9.6 3/60 3-3.2 SINGLE 20.0/23.1 4.0 30/34 30/35 RXBH-1724A15C 10.8/14.4 3/60 3-4.8 SINGLE 30.0/34.6 4.0 43/49 45/50 RXBH-1724A18C 12.8/17.0 3/60 3-5.68 SINGLE 35.6/41.0 4.0 50/57 50/60 RXBH-24A20C` 14.4119.2 3/60 6-3.2 SINGLE 40.0/46.2 4.0 55/63 60/70 RXBH-24A20C 72/9.6 3/60 3.3.2 MULTIPLE CKT 1 20.0/23.1 4.0 30/34 30/35 7.2/9.6 3/60 3-3.2 MULTIPLE CKT 2 20.0/23.1 0.0 25/29 25/30 RXBH-24A25C• 18.0/24.0 3/60 6-4.0 SINGLE 50.0/57.8 4.0 68/77 70/80 RXBH-24A25C 9.0/12.0 3/60 3-4.0 MULTIPLE CKT 1 25.0/28.9 4.0 37/42 40/45 9.0/12.0 3/60 3-4.0 MULTIPLE CKT 2 25.0/28.9 0.0 32/37 35/40 RXBH-24A07D 7.2 3/60 3-2.4 SINGLE 8.7 3.2 15 15 RXBH-24A10D 9.6 3/60 3-3.2 SINGLE 11.6 3.2 19 20 RXBH-24Al5D 14.4 3/60 3-4.8 SINGLE 17.3 3.2 26 30 RXBH-24A18D 17.0 3/60 6-2.84 SINGLE 20.4 3.2 30 30 RXBH-24A20D 19.2 3/60 6.3.2 SINGLE 23.2 3.2 33 35 RXBH-24A25D 24.0 1 3/60 fi-4.0 SINGLE 28.8 1 3.2 40 40 •?Heater Kit connection Type A=Breaker B=Terminal Block C=Pullout Disconnect -J voltage(208/240V)single phase au handler is designed to be used wah single or three phase f0 0 Voltage=4B0 Volts. 208/240V volt electric heaters.In the case of connecting 3 phase power to an handler bunnmal block 'Values only.No single point kit available. without the heater,bring only two leads to natural block,cap,Insulate and fullysecure the third lead. NOTES: •Do not use 480V elecrical heaters on 208/240V air handlers. •Electric heater BTUH-(heater watts+motor watts.)z3.414(see airflow table for motor watts.) •If the lot is listed under both single and multiple circuits,the kit is shipped from factory as multiple •Supply circuit probatwe devices may be fuses or"HACR"type cimun breakers. circuits.For single phase application,Jumper barkitR%BJ-A21 and RXBJ-A31 can be used to convert •If non-standard fuse size Is specified,use next size larger standard fuse size. multiple circuits to a single supply circuit Refer to Accessory Section for details. •Largest motor load Is Included In single circuit or circuit 1 of multiple circuits. •Heater loads are balanced on 3 phase models with 3 or 6 heaters only. •No electrical heating elements are permitted to be used wnh A voltage(11 5V)air handler. [ ]Designates Metric Conversions 17 INTEGRATED • • •- Air Electrical Data "')i I RH1T/RH2T Series Electrical Data -With Electric Heat RH1T (Con't.) Installation of the U.L. Listed original equipment manufacturer provided heater kits listed in the following table is recommended for all auxiliary heating requirements. Air Handler Heater kW Type Supply Circuit Minimum Maximum Model Heater Model No. (208/24OV) PH/HZ No.EkWlements Single Circuit Heater Motor Circuit Overcurrent (-)H1T (480V) Per s Am Multiple Circuit Amp . Amps. Ampacity Protection RXBH-1724?05J 3.6/4.8 1/60 1-4.8 SINGLE 17.3120.0 4.6 28/31 30/35 RXBH-1724?07J 5.417.2 1/60 2-3.6 SINGLE 26.0/30.0 4.6 39/44 40/45 RXBH-1724?1OJ 7.2/9.6 1/60 2-4.8 SINGLE 34.6/40.0 4.6 49/56 50/60 RXBH-1724A15J 10.8/14.4 1/60 3-4.8 SINGLE 51.9/60.0 4.6 71/81 80/90 RXBH-1724A75J 3.6/4.8 1/60 1 1-4.8 MULTIPLE CKT 1 17.3120.0 1 4.6 28/31 30/35 7.2/9.6 1/60 2-4.8 MULTIPLE CKT2 34.6/40.0 0 44/50 45/50 RXBH-1724A18J 12.8117 1/60 3-5.68 SINGLE 61.6/70.8 4.6 83/95 90/100 RXBH-1724AIBJ 4.315.7 1/60 1-5.68 MULTIPLE CRT 1 20.5/23.6 4.6 32/36 35/40 8.5/11.3 1/60 2-5.68 MULTIPLE GKT 2 41.1/47.2 0 52/59 60/60 RXBH-24A20J 14.4/19.2 1/60 4-4.8 SINGLE 69.2/80 4.6 93/106 100/110 RXBH-24A20J 7.219.6 1/60 2-4.8 MULTIPLE CKT 1 34.6140.0 4.6 49/56 50/60 7.2/9.6 1/60 2-4.8 MULTIPLE CKT2 34.6/40.0 0 44/50 45/50 RXBH-24A25J 18.0/24.0 1/60 6-4.0 SINGLE 86.4/99.9 1 4.6 114/131 125/150 6.0/8.0 1/60 2-4.0 MULTIPLE CKT 1 28.8/33.3 4.6 ' 42/48 45/50 RXBH-24A25J 6.0/8.0 1/60 2-4.0 MULTIPLE CKT 2 28.8/33.3 0 36/42 40/45 4824S 6.018.0 1/60 2-4.0 MULTIPLE 28.8/33.3 0 36/42 40/45 6021S RXBH-24A30J 21.6/28.8 1/60 6-4.8 SINGLE 103.8/120. 4.6 136/156 150/175 6024S 7.2/9.6 1/60 2-4.8 MULTIPLE CKT 1 34.6/40.0 4.6 49/56 50/60 RXBH-24A30J 7219.6 1/60 2-4.8 MULTIPLE CRT 2 34.6/40.0 0 44/50 45/50 (6024S only) 7.2/9.6 1/60 2-4.8 MULTIPLE CKT 3 34.6/40.0 0 44/50 45/50 RXBH-1724AO7C 5.477.2 3/60 3-2.4 SINGLE 15.0/17.3 4.6 25/28 25/30 RXBH-1724AIOC 7.2/9.6 3/60 3.3.2 SINGLE 20.0/23.1 4.6 31/35 35/35 RXBH-1724A15C 10.8/14.4 3/60 3-4.8 SINGLE 30.0/34.6 4.6 44/49 45/50 RXBH-1724A18C 12.8/17.0 3/60 3-5.08 SINGLE 35.6/41.0 4.6 51/57 60/60 RXBH-24A20C• 14.4/19.2 3/60 6-3.2 SINGLE 40.0/46.2 4.6 56/64 60/70 RXBH-24A20C 7.2/9.6 3/60 3-3.2 MULTIPLE CRT 1 20.0/23.1 4.6 31/35 35/35 7.2/9.6 3/60 3-3.2 MULTIPLE CKT 2 20.0/23.1 0 25/29 25/30 RXBH-24A25C• 18.0/24.0 3/60 6-4.0 SINGLE 50.0157.8 4.6 69178 70/80 RXBH-24A25C 9.0/12.0 3/60 3-4.0 MULTIPLE CKT1 25.0/28.9 4.6 37142 40/45 9.0/12.0 3/60 3-4.0 MULTIPLE CKT 2 25.0/28.9 0 32/37 35/40 RXBH-24A30C• 21.6/28.8 3/60 6-4.8 SINGLE 60.0/69.4 4.6 81/93 1 90/100 RXBH-24A30C 10.8/14.4 3/60 3-4.8 MULTIPLE CKT 1 30.0134.7 4.6 44/50 45150 (6024S only) 10.8/14.4 3/60 3-4.8 MULTIPLE CKT 2 30.0/34.7 0 38/44 40/45 RXBH-24AO7D 7.2 3/60 3-2.4 SINGLE 8.7 3.2 15 15 RXBH-24AIOD 9.6 3/60 3-3.2 SINGLE 11.6 3.2 19 20 RXBH-24A15D 14.4 3/60 3-4.8 SINGLE 17.3 3.2 26 30 4824S RXBH-24A18D 17.0 3/60 6-2.84 SINGLE 20.4 3.2 30 30 602S 60245 RXBH-24A20D 19.2 3/60 6-3.2 SINGLE 23.2 3.2 33 35 RXBH-24A25D 24.0 3/60 6-4.0 SINGLE 28.8 3.2 40 40 RXBH-24A30D P8.8 3/60 6-4.8 SINGLE 34.6 3.2 48 50 (6024S only) •?Heater Kit Connection Type A=Breaker B=Terminal Block C=Pullout Disconnect -J voltage(208/24O)single phase air handler is designed to be used with single arthree phase (D D Voltage=480 Volts. 208240V wit electric heaters.In the case of connecting 3 phase power to air handler terminal black 'Values only.No single point kit available. without the heater,bring only two leads to terminal black,cap,insulate and fully secure the third lead. mum •Do not use 480V electrical heaters on 208/240V air handlers. •Electric heater BTUH-(heater wads+motor we&,)z3.414(we sinew table for motorwatta) •tithe kit is listed under both single and multiple circuits,the kit is shipped tram factory as mumple •Supply circuit protective devices may be fuses or"BACR°type circuit breakers. circuits.For single phase application,Jumper bar kit RMJ-A21 and m(BJ-A31 am be used to convert •If non-standard fuse size is specified,use ne#sae larger standard fuse size. multiple circuits to a single supply circuit.Refer to Accessory Section for details. •largest motor load is Included In single circuit or circuit 1 of multiple circuits. •Heater leads are balanced on 3 phase models with 3 or 6 heaters only. •No electrical heating elements are permitted to be used with A voltage(115V)air handler. [ ]Designates Metric Conversions 18 INTEGRATED • • •- Airflow Performance Data RH2T Model Nominal Motor Blower Size/ X-13 Wet Coil No Filter CFM Air Delivery/RPM/Walts-230 Volts No Cooling Speed Motor Y7,Y2 Motor External Static Pressure—Inches W.C.[kPal RH2T Capacity From HP Speed Speed Tons Factory It of Speeds 0.1 1.021 0.2[.051 0.3[.071 0.41.101 0.5[.121 0.61.151 0.71.171 0.8[.201 0.91.221 1.01.251 CFM 734 526 3117 Y1 Tap 2 RPM 579 580 614 — — — — — — — Low Static Watts 66 46 42 CFM 872 826 782 735 690 637 578 — — — Y2 Tap 3 RPM 606 654 701 750 800 854 906 — — — Low Static 2417 ST It Tap 4 loins Watts 91 97 103 108 115 123 122 — — — No Heat 2'0 Y2Tap5 1/3 hp 5 speed CFM 918 872 1 829 783 1 738 1 691 639 — — — Y1 Tap4 RPM 627 677 724 766 816 866 917 — High Static Watts 103 ill 116 122 128 137 141 CFM 1047 1003 966 925 855 845 806 — — — Y2 High Static p Ta 5 RPM 692 737 780 821 860 903 944 Wafts 140 149 156 163 173 178 184 — — — CFM 740 569 310 Y1 Tap2 RPM 542 561 584 — — — — — — — Low Static Wafts 94 72 49 CFM 851 704 653 590 541 499 445 — — — Y2 Tap3 RPM 578 599 647 711 770 814 868 — — — LowStaBc 2421 MT Yl Tap 4 10X8 Watts 88 93 98 103 108 113 118 — — — No Heater 2'0 Y2 Tap 5 314 hp 5 speed CFM 817 699 574 515 — — — — — — Y1 High Static Tap 4 RPM 573 588 630 702 Watts 97 88 78 69 — — — — — — CFM 951 911 872 824 787 742 691 Y2 To 5 RPM 622 672 725 772 821 8s0High Static p Watts 134 146 157 168 179 191 202 NOTES: Constant Torque(ECM)motor speed changes. All Constant Torque(ECM)motors have 5 speed tabs.Speed tab 1 is for continuous fan.Speed tab 2(low static)and Speed tab 3(high static)are for lower tonnage. Speed tab 4 pow static)and Speed tab 5(high static)are for higher tonnage. Constant Torque air handlers are always shipped from factory at Speed tab 5,except for-4824,which is set at Speed tab 3.For instance,(-)H2T is always shipped at high static 2-ton airflow(Speed tab 5).To change to 1.5-ton airflow,move the blue wire to Speed tab 2 or 3 on the Constant Torque(ECM)motor. The low static Speed tab 2 Qower tonnage)and 4(higher tonnage)are used for external static below 0.5 WC.The high static Speed tab 3(lower tonnage)and 5 rJl6 (higher tonnage)are used for external static exceeding 0.5'WC.Move the blue wire to the appropriate Speed tab as required by the application needs. u •The airflow for continuous fan(Speed tab 1)is always set at 50%of the Speed tab 4. > •The above airflow table lists the airflow information for air handlers Without heater and air handler with maximum heater allowed for each model. •The following formula can be used to calculate the approximate airflow,if a smaller(N kW)than the maximum heater kit is installed. Approximate Airflow=Airflow without heater—(Airflow without heater—Airflow with maximum heater)x(N kW/maximum heater kW) s a F [ ]Designates Metric Conversions y o m 3 . m m 'n N ,p O W N Airflow Performance Data RH2T (Con't.) JL6 Model Nominal Motor X-13 Wet Coil No Filter CFM Air 0elivery/RPM/Wa0s-230 Volts n No. Cooling Speed Y1,Y2 Motor External Static Pressure—Inches W.C.[kPa] RH2T Capacity From Speed Speed y y Tons Factory 0.1[.021 0.2[.851 0.3[.07] 0.41.101 0.5[.12] 0.6[.151 0.71.171 0.8[.20] 0.9[.221 1.0[.251 = o CFM 720 549 290 — — — — — aYl v x m Low Static Tap RPM 557 576 599 Watts 99 77 54 — — w CFM 831 684 633 570 521 469 425 mo Low Static Tap RPM 593 614 662 726 785 829 883 - m 2421MT Y7 Tap 4 Watts 93 98 103 108 113 118 123 — — — With13 2.0 Y2 Taps Heaterr CFM 797 679 554 495 — — — — Y1 High Static Tap RPM 588 603 645 717 - - - - Watts 102 93 83 74 — — — — CFM 931 891 852 804 767 722 671 — — — Y2 High Static Tap 5 RPM 637 687 740 787 836 895 937 — — —Watts 139 151 162 173 184 196 207 — — — NOTES: Constant Torque(ECM)motor speed changes. All Constant Torque(ECM)motors have 5 speed tabs.Speed tab 1 is for continuous fan.Speed tab 2(low static)and Speed tab 3(high static)are for lower tonnage. Speed tab 4 pow static)and Speed tab 5(high static)are for higher tonnage. Constant Torque air handlers are always shipped from factory at Speed tab 5,except for-4824,which is set at Speed tab 3.For instance,(-)H2T is always shipped at high static 2-ton airflow(Speed tab 5).To change to 1.5-ton airflow,move the blue wire to Speed tab 2 or 3 on the Constant Torque(ECM)motor. The low static Speed tab 2 power tonnage)and 4(higher tonnage)are used for external static below 0.5 WC.The high static Speed tab 3(lower tonnage)and 5 (higher tonnage)are used for external static exceeding 0.5"WC.Move the blue wire to the appropriate Speed tab as required by the application needs. •The airflow for continuous fan(Speed tab 1)is always set at 50%of the Speed tab 4. •The above airflow,table fists the airflow information for air handlers without heater and air handler with maximum heater allowed for each model. • •The following formula can be used to calculate the approximate airflow,if a smaller(4 kW)than the maximum heater kit is installed. Approximate Airflow=Airflow without heater—(Airflow without heater—Airflow with maximum heater)x(N kW/maximum heater kW) [ ]Designates Metric Conversions Airflow Performance Data RH2T (Con't.) Model Nominal Motor Blower Size/ x-13 Wet Coll No Filter CFM Air Oelivery/RPM/4Vatls-230 Volts No. Gaoling Speed Motor Y1,Y2 Motor External Static Pressme Inches W.C.PiPal RH2T Capacity From HP Speed Speed Tons Factory If of Speeds 0.1 1.021 0.21.051 0.31.071 0.4[.101 0.5 1.121 0.5[.151 0.7[.171 0.8[.201 0.9[.221 1.0[.251 CFM 919 757 596 434 — — — — — — Yl Tap2 RPM 567 584 635 691 — — Low Static Watts 83 79 75 71 67 fit 58 54 CFM 1128 1067 1007 946 885 824 764 703 — — Low Static Tap 3 RPM 644 691 728 804 884 921 945 986 3621Mi Y1 Tap 1ox10 Watts 131 142 153 164 175 187 — — — — No Heater 3'0 Y2 Tap 5 314 Hp 5 speed CFM 1005 942 879 1 816 1 753 690 — — — — Y1 High Static Tap RPM 597 645 700 790 830 868 — — Watts 99 108 117 127 136 145 154 164 173 182 CFM 1328 1273 1218 1164 1109 1055 1000 945 891 836 Y2 High Static Tap 5 RPM 737 773 815 854 907 990 1040 1065 1085 1117 Watts 197 209 221 233 245 257 269 281 293 305 CFM 889 727 566 404 — Y1 Tap 2 RPM 592 609 660 716 — — — — — — Low Static Wafts 88 84 80 76 — — — — — — CFM 1098 1037 977 916 855 794 734 673 — — Y2 Tap3 RPM 669 716 753 829 909 946 970 1011 Low Static 3621MT Yl Tap ioxio Watts 136 147 158 169 180 192 5 5 —With 18 kW 3.0 Y2 Tap 5 3/4 Hp 5 speed CFM 975 912 849 786 723 660 Heater — — — — Yl Tap4 RPM 622 670 725 815 855 893 — — — — High Static Watts 104 113 122 132 141 150 — CFM 1298 1243 1188 1134 1079 1025 970 915 861 806 Y2 High Static Tap 5 RPM 762 791 840 879 932 1015 1065 1090 1110 1142 Wat[s 262 214 226 238 250 262 274 286 298 1 — NOTES: Constant Torque(ECM)motor speed changes. All Constant Torque(ECM)motors have 5 speed tabs.Speed tab 1 is for coninuous fan.Speed tab 2(low static)and Speed tab 3(high static)are for lower tonnage. Speed tab 4 Qow static)and Speed tab 5(high static)are for higher tonnage. Constant Torque air handlers are always shipped from factory at Speed tab 5,except for-4824,which is set at Speed tab 3.For Instance,(-)H2T is always shipped at high static 2-ton airflow(Speed tab 5).To change to 1.5-ton airflow,move the blue wire to Speed tab 2 or 3 on the Constant Torque(ECM)motor. The low static Speed tab 2 power tonnage)and 4(higher tonnage)are used for external static below 0.5"WC.The high static Speed tab 3 Power tonnage)and 5 JL6 (higher tonnage)are used for external static exceeding 0.5"WC.Move the blue wire to the appropriate Speed tab as required by the application needs. •The airflow for continuous fan(Speed tab 1)is always set at 50%of the Speed tab 4. •The above airflow table lists the airflow information for air handlers without heater and air handler with maximum heater allowed for each model. •The following formula can be used to calculate the approximate airflow,if a smaller IN kW)than the maximum heater kit is installed. a n Approximate Airflow=Airflow without heater—(Airflow without heater—Airflow with maximum heater)x IN kW/maximum heater kW) ; F a v [ ]Designates Metric Conversions y o m � . m m n N m O m m Airflow Performance Data RUT (Con't.) rJL6 Model Nominal Motor Blower Size/ x-13 Wet Call No Filter CFM Air llelivery/RPM/WaRs-230 Volts No. Coaling Speed Motor Y7,Y2 Motor External Static Pressure—Inches W.C.[kPal — RH2T Capacity From HP Speed Speed Tons Factory 9 or Speeds 0.1[.021 0.2[.051 0.3[.071 0.4001 0.5[.121 0.6[.151 0.7[.171 0.8[.201 0.9[.221 1.01.251 i CFM 1196 1046 894 819 702 - - - F Yl 9 Low Static Tap RPM 563 580 598 643 696 — 0 Watts 133 133 134 135 136 — — m '3 m CFM 1517 1461 1405 1347 1297 1247 1195 1144 1068 992 iD Y2 Low StaLC Tap 3 RPM 670 704 735 767 799 832 867 894 940 984 d 4824MT Yl Tap 11x11 Watts 251 265 277 287 296 310 322 335 351 365 No Heater 4'0 Y2 Tap 5 3/4 hp 5 speed CFM 1271 1151 1 1095 1039 1 968 1 883 813 1 745 — — Y7 Tap 4 RPM 586 610 650 691 723 774 812 841 — — High Static Watts 164 157 168 180 186 198 211 219 — — CFM 1673 1625 1576 1527 1476 1431 1381 1339 1289 1239 Y2 Tap 5 RPM 726 756 783 815 841 870 901 929 956 983 High Static p Watts 329 341 355 370 378 389 405 415 427 441 CFM 1166 1016 864 789 672 — — — — — Y1 Tap2 RPM 588 605 623 668 721 — — — — — Low Static Watts 138 138 139 140 141 — CFM 1487 1431 1375 1317 1267 1217 1165 1114 1038 962 Y2 Low Static Tap 3 RPM 695 729 760 792 824 857 892 919 965 1009 4824MT Y1 Tap 4 lixii Watts 256 270 282 292 301 315 327 340 356 370 With 251ON 4.0 Y2 Tap 5 314 hp 5 speed CFM 1241 1121 1065 1009 938 853 783 715 Heater — — Y1 Tap 4 RPM 611 635 675 716 748 799 837 066 — — High Static Watts 169 162 173 185 191 203 216 224 — — CFM 1643 1595 1546 1497 1446 14 1 1351 1309 1259 1209 W Tap5 RPM 751 781 808 840 B6fi 895 926 High Static 954 981 1008 _ Waits 334 346 360 375 383 1 394 1 410 420 1 432 446 NOTES: Constant Torque(ECM)motor speed changes. All Constant Torque(ECM)motors have 5 speed tabs.Speed tab 1 is for continuous fan.Speed tab 2 pow static)and Speed tab 3(high static)are for lower tonnage. Speed tab 4 pow static)and Speed tab 5(high static)are for higher tonnage. Constant Torque air handlers are always shipped from factory at Speed tab 5,except for-4824,which is set at Speed tab 3.For instance,(-)H2T is always shipped at high static 2-ton airflow(Speed tab 5).To change to 1.5-ton airflow,move the blue wire to Speed tab 2 or 3 on the Constant Torque(ECM)motor. The low static Speed tab 2 power tonnage)and 4(higher tonnage)are used for external static below 0.5"WC.The high static Speed tab 3(lower tonnage)and 5 (higher tonnage)are used for external static exceeding 0.5'WC.Move the blue wire to the appropriate Speed tab as required by the application needs. •The airflow for continuous fan(Speed tab 1)is always set at 50%of the Speed tab 4. •The above airflow table lists the airflow information for air handlers without heater and air handler with maximum heater allowed for each model. •The following formula can be used to calculate the approximate airflow,if a smaller IN kW)than the maximum heater Idt is installed. Approximate Airflow=Airilow without heater—(Airflow without heater—Airflow with maximum heater)x(N kW/maximum heater kW) [ ]Designates Metric Conversions Airflow Performance Data RH2T (Con't.) Model Nominal Motor Blower Size/ X-13 Wet Coil No Filter CFM Air Delivery/RPM/Watts-230 Volts No. Cooling Speed Motor Y1,Y2 Motor External Static Pressure—Inches W.C.[kPal 111112T Capacity From HP Speed Speed Tons Factory d of Speeds 0.1 1.021 0.21.051 0.31.071 0.41.101 0.6[.121 0.61.151 0.71.171 0.8[.201 0.9[.221 1.01.251 CFM 1280 1196 1134 1080 1011 945 880 785 — — Y1 Low Static Tap Ta 2 RPM 591 620 665 710 742 781 818 853 Watts 165 170 175 192 2oa 209 220 231 CFM 1686 1632 1586 1538 1491 1447 1400 1352 1298 1249 Y2 Low Static D Ta 3 RPM 733 770 801 830 863 891 922 953 982 1008 6024ST Y1 Tap 4 11X11 Watts 334 355 362 370 387 394 411 424 438 450 No Heater 5'0 Y2 Tap s 3/4 hp 5 speed CFM 1350 1296 1240 1188 1130 1067 1002 931 849 — Y1 High StaticTap 4 RPM 612 654 695 734 772 811 940 874 908 — Watts 179 198 205 225 236 242 253 260 276 — CFM 1844 1795 1753 1702 1655 1612 1566 1520 1478 1429 Y2 High Static Tap Ta 5 RPM 794 823 852 880 908 938 968 997 1020 1044 Watts 434 448 460 470 490 502 512 530 540 1 553 CFM 1240 1156 1094 1040 971 905 840 745 — — Y1 Tap2 RPM 621 650 695 740 772 811 848 883 Low Static Watts 170 175 180 197 205 214 225 236 — — CFM 1646 1592 1546 1498 1451 1407 1360 1312 1258 1209 V2 Law Static Tap 3 RPM 763 800 831 860 893 921 952 983 1012 1038 6024ST Y7 Tap 4 11X71 Heaterr Watts 339 360 367 375 392 399 416 429 443 455 With 30 5.0 Y2 Tap 5 3/4 hp 5 speed CFM 1310 1256 1200 1148 1090 1027 962 891 809 — Y1 Tap 4 RPM 642 684 725 764 802 841 870 904 938 — High Static Watts 184 203 210 230 241 247 258 265 281 — CFM 1804 1756 1713 1662 1615 1572 1526 1480 1438 1389 V2 Tap 5 RPM 824 853 882 910 938 968 998 1027 1050 1074 High Static Watts 439 453 465 475 1 495 507 517 535 545 558 Jt6 Du 9 D 2 9 N � m '3 . m bn A O N m Air IElectrical Data RH1T/RH2T Series Electrical Data - Blower Motor Only- No Electric Heat RH2T Model Circuit Minimum Maximum RH2T Voltage Phase' Hertz HP RPM Speeds Amps Circuit Circuit Ampacity Protector 2417ST/2421 MT 1/3 300-1100 4 1.6 2 15 3621 MT 208/240 1 &3 60 3/4 300-1100 4 3.8 5 15 4821MT/6024ST 3/4 300-1100 4 4.6 6 15 /4824MT Blower motors are all single phase motors. Electrical Data -With Electric Heat Installation of the U.L.Listed original equipment manufacturer provided heater kits listed in the following table is recommended for all auxiliary heating requirements. Air Handler Heater Heater kW No. Type Supply Minimum Maximum Model Model Circuit Heater Motor (20 80Y) ) Ph/Hz Elements Single Circuit Amps. Amps. Circuit Ovetectiont (•)H2T Na. (480V) -kW Per Multiple Circuit Ampacity Protection RXBH-1724?03J 2.25/3.0 1/60 1-3.0 SINGLE 10.8/12.5 1.6 16/18 20/20 RXBH-1724?05J 3.614.8 1160 1-4.8 SINGLE 17.3/20.0 1.6 24/27 25/30 RXBH-1724?07J 5.4/7.2 1/60 2-3.6 SINGLE 26.0130.0 1.6 35/40 35/40 RXBH-1724710J 7.2/9.6 1/60 2-4.8 SINGLE 34.6/40.0 1.6 46/52 50/60 RXBH-1724A13J 9.4112.5 1/60 3-4.17 SINGLE 45.1/52.1 1.6 59168 60170 24175/2421M RXBH-1724A73J 3.1/4.2 1/60 1-4.17 MULTIPLE CKT1 15.0/17.4 1.6 21/24 25/25 6.3/8.3 1/60 2-4.17 MULTIPLE CKT2 30.1/34.7 0.0 38/44 40/45 RXBH-1724A07C 5.4/7.2 3/60 3-2.4 SINGLE 15.0/17.3 1.6 21/24 25/25 RXBH-1724AIOC 7.2/9.6 3/60 3-3.2 SINGLE 20.0/23.1 1.6 27/31 30/35 RXBH-1724A13C 9.4/12.5 3/60 3-4.17 SINGLE 26.1/30.1 1.6 35/40 35/40 RXBH-1724?05J 3.6/4.8 1/60 1-4.8 SINGLE 17.3/20.0 3.8 27/30 30/30 RXBH-1724?07J 5.4/7.2 1/60 2-3.6 SINGLE 26.0/30.0 3.8 38/43 40/45 RXBH-1724?10J 7.2/9.6 1/60 2-4.8 SINGLE 34.6/40.0 3.8 48/55 50/60 RXBH-1724A15J 10.8/14.4 1/60 3-4.8 SINGLE 51.9/60.0 3.8 70/80 70/80 RXBH-1724A75J 3.6/4.8 1/60 1-4.8 MULTIPLE CKT1 17.3/20.0 3.8 27/30 30/30 7.2/9.6 1/60 2-4.8 MULTIPLE CKT2 34.6/40.0 0.0 44/50 45/50 RXBH-1724A78J 12.8/17.0 1/60 4-4.26 SINGLE 61.6/70.8 3.8 82/94 90/100 3621M RXBH-1724A18J 6.4/8.5 1/60 2-4.26 MULTIPLE CKT1 30.8/35.4 3.8 44/49 45/50 6.4/8.5 1/60 2-4.26 MULTIPLE CKT2 30.8/35.4 0.0 39/45 40/45 RXBH-1724A07C 5.4f7.2 3/60 3-2.4 SINGLE 15.0/17.3 3.8 24/27 25/30 RXBH-1724A10C 7.2/9.6 3/60 3-3.2 SINGLE 20.0/23.1 3.8 30/34 30/35 RXBH-1724A15C 10.8/14.4 3/60 3.4.8 SINGLE 30.0/34.6 3.8 43/48 45/50 RXBH-1724A18C 12.8/17.0 3/60 3-2.84 SINGLE 35.6/41.0 3.8 50/56 50/60 RXBH-1724BOSJ 3.6/4.8 1/60 1-4.8 SINGLE 17.3/20.0 3.8 27/30 30/30 RXBH-1724B07J 5.4/7.2 1/60 2-3.6 SINGLE 26.0/30.0 3.8 38/43 40/45 RXBH-1724BIOJ 7.2/9.6 1/60 2-4.8 SINGLE 34.6/40.0 3.8 48/55 60/60 •?Heater Kr Connection Type A=Breaker B=TermInal Block C=Pullout Disconnect •J voltage(208/240V)single phase air handler is designed to be used with single or three phase tD DVoltage=480Volts. 208/240Vw it electric holders.in the case of connecting 3 phase power to air handler terminal block 'Values only.No single point kit available. without the heater,bring only two leads to terminal block,cap,Insulate and fully secure the third lead. NOTES: •Do not use 480V electrical heaters on 208/240V air handlers. •Electric heater BTUH-(heater waft+motor were)x 3.414(see aliflow table for motor watts.) •If the kit is listed under both single and multiple circuits,the kit is shipped from factory as multiple •Supply circuit protective devices may be fuses or"HACH"type circus breakers. cimults.For single phase application,Jumper bar kitRXBJ-A21 and RXBJ-A31 can be used to tamed •9nor-standard fuse size is specified,use next size larger standard fuse size. multiple circuits to a single supply circuit.Refer to Accessory section for rebels. •Largest motor load is Included In single circuit or circuit 1 of multiple cimuits. •Heater loads are balanced on 3 phase models with 3 or 6 heaters only. •No electrical heating elements am permitted to be used WA voltage(115V))air handler. [ ]Designates Metric Conversions Air Electrical Data 'a RH1T/RH2T Series Electrical Data-With Electric Heat RH2T (Con't.) Installation of the U.L. Listed original equipment manufacturer provided heater kits listed in the following table is recommended for all auxiliary heating requirements. Type Supply Air Handier Healer Heater kW No. Minimum Maximum Circuit Heater Motor Made[ Model (2(48OV)V) Ph/Hz Elements Circuit O Protection (-)H2T No. (480V) -kW Per Single Circuit Amps. Amps. pmpacily Protection Multiple Circuit RXBH-1724705J 3.6/4.8 1/60 1-4.8 SINGLE 17.3/20.0 4.0 27/30 30/30 RXBH-1724707J 5.4/7.2 1/60 2-3.6 SINGLE 26.0/30.0 4.0 38/43 40/45 RXBH-1724?tOJ 7.219.6 1160 2-4.8 SINGLE 34.6/40.0 4.0 49/55 50/60 RXBH-1724A75J 10.8/14.4 1/60 3.4.8 SINGLE 51.9/60.0 4.0 70180 70/80 RXBH-1724A15J 3.6/4.8 1/60 1-4.8 MULTIPLE CKT1 17.3/20.0 4.0 27/30 30/30 7.2/9.6 1/60 2-4.8 MULTIPLE CKT2 34.6/40.0 0.0 44/50 45150 RXBH-1724A18J 12.8/17 1/60 4-4.26 SINGLE 61.6/70.8 4.0 82/94 90/100 RXBH-1724A78J 6.4/8.5 1/60 2-4.26 MULTIPLE CKT1 30.8/35.4 4.0 31/35 30/35 6.4/8.5 1/60 2-4.26 MULTIPLE CKT2 30.8/35.4 0.0 52/59 60/60 RXBH-24A20J 14.4/19.2 1/60 4-4.8 SINGLE 69.2/80.0 4.0 92/105 100/110 RXBH-24A20J 7.2/9.6 1/60 2-4.8 MULTIPLE CKT1 34.6/40.0 4.0 49/55 50/60 7.219.6 1160 2-4.8 MULTIPLE CKT2 34.6/40.0 0.0 44/50 45/50 RXBH-24A25J 18.0/24.0 1/60 6-4.0 SINGLE 86.4/99.9 4.0 1131130 125/150 6.0/8.0 1/60 2-4.0 MULTIPLE CKT1 28.8/33.3 4.0 41/47 45/50 4821M RXBH-24A25J 6.0/8.0 1/60 2-4.0 MULTIPLE CKT2 28.8/33.3 0.0 36142 40/45 6.0/8.0 1/60 2-4.0 MULTIPLE CKT3 28.03.3 36/42 40/45 RXBH-1724AO7C 5.4/7.2 3/60 3.2.4 SINGLE 15.0/17.3 4.0 24/27 25/30 RXBH-1724A10C 7.2/9.6 3/60 3-3.2 SINGLE 20.0/23.1 4.0 30/34 30/35 RXBH-1724A15C 10.8/14.4 3/60 3-4.8 SINGLE 30.0/34.6 4.0 43149 45/50 RXBH-1724A18C 12.8/17.0 3/60 3-2.84 SINGLE 35.6/41.0 4.0 50/57 50/60 RXBH-24A20C• 14.4/19.2 3160 3.3.2 SINGLE 40.0/46.2 4.0 55/63 60f7O RXBH-24A20C 7.2/9.2 3/60 3-3.2 MULTIPLE CKT1 20.0/23.1 4.0 30/34 30/35 7.2/9.6 3/60 3-3.2 MULTIPLE CKT2 20.0/23.1 1 0.0 25/29 25/30 RXBH-24A25C• 18.0/24.0 3/60 6-4.0 SINGLE 50.0/57.8 4.0 68/77 70180 RXBH-24A25C 9.0/12.0 3/60 3-4.0 MULTIPLE CKT1 25.0/28.9 4.0 37/42 40/45 9.0/12.0 3/60 3-4.0 MULTIPLE CKT 2 25.0/28.9 0.0 32137 35/40 RXBH-1724B/CO5J 3.6/4.8 1/60 1-4.8 SINGLE 17.3/20.0 4.0 27/30 30/30 RXBH-1724B/CO7J 5.4/7.2 1/60 2.3.6 SINGLE 26.0/30.0 4.0 38/43 40/45 RXBH-1724B/C10J 7.2/9.6 1/6O 2-4.8 SINGLE 34.6/40.0 4.0 49/55 50/60 •2 Heater Nit Connection Type A=Beaker B=Terminal Block C=Pullout Disconnect •J voltage(208/240V)single phase air handler is designed to be used with single or three phase O D Voltage=480 Volts. 208240Vvolt electric heaters.In the case of connecting 3 phase power to air handler terminal black 'Values my.No single point available. without the heater,bring only two leads to terminal block,cap,Insulate and fully occurs the third lead. NOTES: •Do not use 480Velectrical heaters on 208240V air handlers. •Electric heater BTUH-(heater watts;+motor walls)x3.414(me airflow table for motorwaus.) •It the kit is listed under both single and multiple cimuits,the kit is shipped from factory as multiple •Supply circuit protective devices may be fuses or'HACR°type ciroun breakers. cncurts.Far single phase application,Jumper barklt RXRJ-A21 and RXBJ-A91 can be used to coned •Nnon-standard hiss size is specified,use next size larger standard has sae. multiple circuits to a single supply circuit Refer to Accessory Section for details •largest motor load is Included in single circuit atcircuh 1 of multiple cimuus. •Heater loads are balanced on 3 phase models with 3 or heaters only. •No electrical heating elements are pennmed to be used with Avoltage 018V1 air handler. [ ]Designates Metric Conversions INTEGRATED • COMFORT 25 Air Electrical Data 0 I RHIT/RH2T Series Electrical Data -With Electric Heat RH2T Installation of the U.L.Listed original equipment manufacturer provided heater kits listed in the following table is recommended for all auxiliary heating requirements. l Supply Air Handler Heater Heater kW No. TypeMinimum Maximum Model Model (2111 Circuit Heater Motor) Ph/Hz Elements Single Circuit Amps. Amps. Circuit Overcurrent (48OV) (-)H2T No. (480V) -kW Per Multiple Circuit Am aciry Protection RXBH-1724?05J 3.6/4.8 1/60 1-4.8 SINGLE 17.3/20.0 4.6 28/31 30/35 RXBH-1724?07J 5.4/7.2 1/60 2-3.6 SINGLE 26.0/30.0 4.6 39/44 40/45 RXBH-1724?tOJ 7.2/9.6 1/60 2-4.8 SINGLE 34.6/40.0 4.6 49/56 50/60 RXBH-1724A15J 10.8/14.4 1/60 3-4.8 SINGLE 51.9/60.0 4.6 71/81 80/90 RXBH-1724A15J 3.6/4.8 1/60 1-4.8 MULTIPLE CKT1 17.3/20.0 4.6 28/31 30/35 7.2/9.6 1/60 2-4.8 MULTIPLE CKT2 34.6/40.0 0.0 44/50 45/50 RXBH-1724A18J 12.8/17 1/60 4-4.26 SINGLE 61.6/70.8 4.6 83/95 90/100 RXBH-1724A18J 6.4/8.5 1/60 2-4.26 MULTIPLE CKT1 30.8/35.4 4.6 45/50 45/50 6.4/8.5 1/60 2-4.26 MULTIPLE CKT2 30.8/35.4 0.0 39/45 40145 RXBH-24A20J 14.4/19.2 1/60 4-4.8 SINGLE 69.2/80.0 4.6 93/106 100/110 RXBH-24A20J 7.219.6 1/60 2-4.8 MULTIPLE CKT1 34.6/40.0 4.6 49/56 50/60 7.2/9.6 1/60 2-4.8 MULTIPLE CKT2 34.6/40.0 0.0 44/50 45/50 RXBH-24A25J 18.0/24.0 1/60 6-4.0 SINGLE 86.4/99.9 4.6 114/131 125/150 6.0/8.0 1/60 2-4.0 MULTIPLE CKT1 28.8/33.3 4.6 42/48 45/50 RXBH-24A25J 6.0/8.0 1/60 2-4.0 MULTIPLE CKT2 28.8/33.3 0.0 36/42 40/45 6.0/8.0 1/60 2-4.0 MULTIPLE CKT3 28.8/33.3 0.0 36/42 40/45 4824M RXBH-24A30J 21.6128.8 1/60 6-4.8 SINGLE 103.8/120.0 4.6 136/166 150/175 6024S 7.219.6 1/60 2-4.8 MULTIPLE CKT1 34.6/40.0 4.6 49/56 50160 R-tononly) 72/96 1/60 2-4.8 MULTIPLE CKT2 34.6/40.0 0.0 44/50 45/50 (5-ton only) 7.219.6 1/60 2-4.8 MULTIPLE CKT3 34.6/40.0 0.0 44/50 45/50 RXBH-1724AO7C 5.47.2 3/60 3-2.4 SINGLE 15.0/17.3 4.6 25/28 25/30 RXBH-1724A10G 7.219.6 3/60 3-3.2 SINGLE 20.0/23.1 4.6 31/35 35/35 RXBH-1724A15C 10.8/14.4 3/60 3-4.8 SINGLE 30.0/34.6 4.6 44/49 45/50 RXBH-1724A18G 12.8/17.0 3/60 3-2.84 SINGLE 35.6/41.0 4.6 51/57 60/60 RXBH-24A20C• 14.4/19.2 3/60 3-3.2 SINGLE 40.0/46.2 4.6 56/64 60/70 RXBH-24A20C 7.2/9.6 3/60 3-3.2 MULTIPLE CKT1 20.0/23.1 4.6 31/35 35/35 7.2/9.6 3/60 3-3.2 MULTIPLE CKT2 20.0/23.1 0.0 25/29 25/30 RXBH-24A25C" 18.0/24.0 3/60 6.4.0 SINGLE 50.0/57.8 4.6 69RB 70/80 RXBH-24A25C 9.0/12.0 3/60 3-4.0 MULTIPLE CKT1 25.0/28.9 4.6 37/42 40/45 9.0/12.0 3/60 3-4.0 MULTIPLE CKT2 25.0/28.9 0.0 32/37 35/40 RXBH-24A30C• 21.6/28.8 3/60 2-4.8 SINGLE 60.0/69.4 4.6 81/93 90/100 RXBH-24A30C 10../,T4 3/60 3-4.8 MULTIPLE CKT1 30.0/34.7 4.6 44/50 45/50 (5-ton only) 10.8/14.4 3/60 3-4.8 MULTIPLE CKT2 30.0/34.7 0.0 38/44 40/45 •?Heater Kit Connection Type A=Breaker B=Terminal Black C=Pullout Disconnect •Jvolhage(208240V)single phase air handler is designed to be used Win single or three phase O DVohage=48DVolts. 20R240V volt electric heaters.In the case of connecting 3 phase power to air handler terminal block "Values only.No single point kit available. without the heater,bring only two leads to terminal black,cap,insulate and fully secure the third lead. NOTES: •Do not use 480V electrical heaters on 208240V air handlers. •Electric heater BTUH-(heater watts+motor watts)x3A14(see alrffow table for motor wait.) •If the kit is listed under both single and mufliple circuits,the kit is shipped from factory as multiple •Supply circuit protective devices may be fuses or"HACK"type circuit breakers. circuits.For single phase application,Jumper bar kit RXBJ-A21 and RXBJ-A31 can be used to convert •If non-standaN fuse size is specified,use next size larger standard fuse size. multiple circuits to a single supply circuit Refer to Accessory Section for details. •Largest motor lead is included in single circuit or cimuit 1 of multiple circuits. •Heater loads are balanced on 3 phase models with 3 at 6 heaters only. •No electrical healing elements are permitted to be used with A voltage(115V)air handler. [ ]Designates Metric Conversions INTEGRATED a • •- Air I Electrical Wiring 0 RH1T/RH2T Series Electrical Wiring Power Wiring Grounding •Field wiring must comply with the National Electrical Code •This product must be sufficiently grounded in accordance with (C.E.C.in Canada)and any applicable local ordinance. National Electrical Code(C.E.C.in Canada)and any applicable •Supply wiring must be 75°C minimum copper conductors only. local ordinance. •See electrical data for product Ampacity rating and Circuit •A grounding lug is provided. Protector requirement. Accessories •Combustible Floor Base RXHB- •Auxiliary Electric Heater Kits RXBH- Combustible Floor Heater Kits include circuit breakers which meet UL and cUL Model Cabinet Size requirements for service disconnect.See the Electric Heat Base Model Number Electrical Data in this specification sheet for specific Heater 17 RXHB-17 Kit Model numbers. 21 RXHB-21 24 RXHB-24 •Horizontal Adapter Kit RXHH- This horizontal adapter kit is used to convert Upflow/Downflow •Jumper Bar Kit 3 Ckt.to 1 Ckt.RXBJ-A31 is used to convert only models to horizontal flow.See the following table to order single phase multiple three circuit units to a single supply proper horizontal adapter kit. circuit. Kit includes cover and screw for line side terminals. Horizontal Adapter Kit Horizontal Adapter Kit •Jumper Bar Kit 2 Ckt.to 1 Ckt.RXBJ-A21 is used to convert Coil Model Model Number(Single Oily.) Model Number(10-Pack Ory.) single phase multiple two circuit units to a single supply circuit. 2414 RXHH-A01 RXHH-A01 x 10 Kit includes cover and screw for line side terminals. 2417 RXHH-A02 RXHH-AO2 x 10 •Note:No jumper bar kit is available to convert three phase 3617/3621 RXHH-A03 RXHH-A03 x 10 multiple two circuit units to a single supply circuit. 3821/4821/4824 RXHH-A04 RXHH-A04 x 10 •Auxiliary Horizontal Overflow Pan Accessory RXBM- 3621HT/4821MT/ RXHH-06 RXHH-06 x 10 6021ST Nominal Cooling Auxiliary Horizontal Overflow Pan 6024 RXHH-A05 RXHH-A05 x 10 Capacity-Tans Accessory Model Number 11h-3 RXBM-AC48 • ExternalFilterBaseRXHF- 3t/2-5 RXBM-AC61 Model Cabinet Size Filter Size In.[mml Part Number* A B XHF-17 517 16x2 R1 17.5 21 2x20[406x508] RXHF-2 10 21.0 24 25 x 20[635 x 508] RXHF-24 22.70 25.5 *Accommodates t"or 2"filter [ ]Designates Metric Conversions RXHF- IB) ♦3/3p- (t91/y)(498.300 m1 RXHF-� •a/srnsz4•.m1 1vP A 13.048=1 FLANGE LENGTH [211 / 1533 mml [3`8 M.1 \� B A J (31/41[Ba.55 mm1 (OP ENING) )mmJ (OG) INTEGRATED • COMFORT 27 Air Unified Warranty 0 I RH1T/RH2T Series GENERAL TERMS OF LIMITED WARRANTY* Rheem will furnish a replacement for any part of this product Conditional Parts(Registration Required)..........Ten(10)Years which fails in normal use and service within the applicable periods stated,in accordance with the terms of the limited *For complete details of the Limited and contactCond your loca Warranties,including warran M nufacturer for a and the oductwarranty certificate. contractor or the warranty. copy of the product warranty certificate. INTEGRATED • • •• Air Notes �. RH1T/RH2TSeries INTEGRATED • COMFORT 29 Air Notes RH7T/RH2T Series -00 Air Notes a RH1T/RH2T Series INTEGRATED • COMFORT 31 _ The new degree of comfort' In keeping with its policy of continuous progress and product improvement,Rheem reserves the right to make changes without notice. Rheem Heating,Cooling 6 Water Heating • 5600 Old Greenwood Road Rheem Canada Ltd./Ltee • 125 Edgeware Road,Unit 1 Fort Smith,Arkansas 72908 • www.rheem.com Brampton,Ontario • L6Y OP5 INTEGRATED HOME COMFORT PRINTED IN USA 1W1 OG FORM NO.Hl1-553 RP/11 REVISIONS: EX15T P05T 4 •J ,lL �I �a RAIL FENCE Z OA N D_ LOT BQ Q, . N bq° 22' 00" E 140.00' MAP LINE 8I �Lu Lu g O EX15T FYSB EX 5T ASPHALT DRIVEWAY -- EX15T -si ENERGY GALC5 I DETAC*�ED GARAGE OT 79 ; (NO GHAN5E) II C` Z Ass�'iC1y Odenwor OmeslVse �k4s Idown MCNIas t}Fecfor 'U/l'�"',�.8lif1C`s `-,",component Vep a kA, R•YMue —_ _. /'-1 din _3394is 22 0.028 •-W`II i� _- —__--_Wood Frame,l8'o c_�;Unspeclli_�,I 1240 a 15,0 I_— 0.0 1 0.071 80 �1 :wndOw l-`-._--._-------_ VIrryllFiberglass Fam. UnsPsdlled`T 1511 112 028 44 0.40 ~ 10 _ ffr��lii J ^Floor 1 All-Wood JomsbTruss:0 _ 1 1294 1 2 30 0 I 0.0 0.033 43 A I TOTAL: 211 (I.0% BETTER THAN CODE) E X I,T b' MAX ALLOWED UA: 227 O 31.6' F �5 rOG<.ADE PROP FY5USE / / / : j / 41:2' �;i/ / / ✓iL;_ a to HOUSE PROP 510 5F 1-5TORY EXTENSION / IT LIE lu Lu EX15T DOOR �1 •Cl i!6.0 LINE of EX15T HOUSEOyOW'tR r(� I 6.0' FOOTPRINT PROP REAR R 0.4-: ---- ---- -- .n 0 O ° EX15T 1-5TOR r STOOP 4' PROP qb 5F FRAME RESIDENCE I COVERED PORCH �\ (WITH NSW ROOF) I! ..� x ';HAiNLIWcd r \ 1n PROP FY5B to PORCH ----- EXIST 3 ' r.HlMNEY may'—�� m LOT LPROPOSED 6'441) a PROPOSED b'(P O �. x 3'DEEP DRY x 3'DEEP DRY 1`~ z ! WELLj . . . . . . . . . . . . . C, 1 ALL EXIST 1-! 'NUMENT F UND I < 5 bq° 22' 00" W 140.00' �I m N o X LOT ? w -- Q z • �� a .i�. I NORM WATER MANAGEMENT MA I L5 �7 N.T.S. � U r•: ;' E G D N I G BAY B L V D `I( < ``! -STAIvARD 5" c• I ,\ Ili- NOTes: (4q.5') I. EXECUTION: DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN \ ,r PROPERLY PRESERVED. r , HAY BAY w/ 51 LT FENG 1 N5 \ 2. PREPARATION: v U PROPOSED 51 TE PLAN '. b0. GLEAN SERFAGE THOROUGHLY PRIOR TO INSTALLATION. Q . PREPARE SURFACES U51NG METHODS RECOMMENDED BY THE LIMITS OF CLEARING TO !I" DRY WELL5 TO BE 10'MIN. MANUFACTURER FOR AGHIEVIN6 THE BEST RE5ULT5 FOR SCALE: I" = l0'-0" BE NO MORE THAN 20' i 1 AWAY FROM HOUSE SUBSTRATE UNDER THE PROJECT CONDITIONS. ENO �f FROM PROP05ED WORK i ! ! C. PAINT CONGEALED METAL SURFACES 4 SURFACES IN LOT AREA: 14,000 5F AS INDICATED ON SITE '' ,: CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE H EX15T HOUSE: l64 5F PLAN BACKING PAINT, Q EXIST DETACHED GARAGE: 616 5F 3. INSTALLATION: PROP05ED HOUSE: 4294 5F PROPOSED PORCH: 96 5F ROOF AREA: I p00 S.F, a. PERFORM WORK IN ACCORDANCE WITH THE GDA HANDBOOK 4 THE DRAWINGS. 2"RAINFALL per HOUR GALL: Ip00 5F X .167 = 167 GF b. GUTTER TO BE PITCHED TOWARDS LEADER I"to 2"FOR v EVERY 40'OF RUN. c. SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. PROVIDE(2)6'm x 3'DEEP DRYWELL(126.66 G.F.EA) d. GOPPER/LEAD: FLASH 4 SOLDER GUTTERS TO DOWNSPOUTS TOTAL DRYWELL CAPACITY: 253.32 G.F. 4 ACCESSORIES. e. ALUMINUM: RIVET 4 CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. f. CONNECT DOWN5POUT5 TO STORM 5EWER SYSTEM A5 INDICATED,SEAL CONNECTION WATERTIGHT. 4. PROTECTION: a. PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. DRAWN: VC/MS b. TOUGH-UP,REPAIR or REPLACE DAMAGED PRODUCTS BEFORE SCALE: SUBSTANTIAL COMPLETION. JOB#: June 14th,2018 SHEET NUMBER: PERMIT SET (10/17/2017) - UPDATED 06/14/2018 S-1 REVISIONS: 0 45'-i"± w 5'-O° 12-6"1 b'-O o� "± NEW 24"50 PG FTC(MIN 3b"B.G.) A- A- w/12"50 PG PIER d 4x4 AGO A g O P05T w/51HP50N UP-LIFT CONN - H — — — -- — — — — -- -- -- — — - -- — — — — — — (TYP 2) TW2842 TW2842 TW2842 EX15T �._ — - m - -REF- EA5' • ;IREPLAGE ® MEGHANIGALS 1 -- • O s NEW 2xt0 RIM BOARD w/ I a z � I OVHD -- ( p�&z /g LAG BOLTS® 32 O.G. c-M —1 GABS �� , f-_- _ Tl PROP TAPERED X a«+ ? (DOUBLED®ENDS) I O O { N w �w x tY _p ��l -1 I PROP ry GOLUMN5 w/5TONE Vz� v N �_ i-- O — _ I _ �r BASE(TYP 2) o S Q x o s `� _ LIVING/DINING PROP ry 3 o I COVERED EX15T _� pO Imo; ROOM BASEMENT X Z j— �— i 1 (CATHEDRAL PORCH 4� w 15LAND I O I CEILING) i1 EX15T LG (1'-5"GLG) '1c--- - -- — — (T(P 4)� O.G. W r D I I -; i 1 N _ NEWIR�xlO o- NEW'R3)2x10 , —cj 1 12"OVHG PROP -- I -- — ; �x 1 I •.--� ., G DER (I L_-. I - KITCHEN C=�=— I �' 0 -- LL_l..__L.T, cn PROP PROP (CATHEDRAL OPEN n I t?F Om I NIA O UP STOOP �y�+� CEILING) RAILING i `x3&z I ��+b + BAR III ^ 1:40 cN�?z k P cv v z 3 tD 1 6 51NK PROP p w — — -- -� O s 2 U Z -- PROP WINE o TTRD �, UP u� Z fl I -- — — - - REF NE :_-- +6 N ' pA --- T � Sox bewP v K � IrIr - - -- --- --- l-4 --- -- G I' r--- ---- -------r-. +6 L . r ^� j ----- -- - � 1 Fx'S r • � I I•. . .. i•. . a I l' _ -- iI _I! 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BATT INSUL 0 2x10 RAFTER® ~ f NEW R-30 GATHOERAL r BATT IN UNDERSIDE DECK SUL E CEILING d NEW f u -- -- - -=__ ------ UNDERSIDE SOFFIT `fl _ R-4q F6 INSUL J � � I ,, - - -,h - - ROOF GIRDER d _ aJ HOUSE SOFFIT r - ELV 9'-O"± NEW 2x8 GJ 0 Ib" NEW Y2"GYP NEW 12"OVHO VENTED ELV 9'-O"± NEW 2x8 GIRDER r II -L NEW Yl"GYP NEW 12"OVHO VENTED w EXIST 2x4 PROP BRD®dWA�� SOFFIT F111�1 �- B�®d � SOFFIT O.G.w/R-49 u, NEW 2x8 GJBAIT INSUL I6"O.G. I EXTERIOR WALL KITCHEN NEW 2"CLOSED CELL SPRAY FOAM d R-15 I PROP GATT INSUL(TYP ENTIRE EXTERIOR) I I _ PROP MASTER 1 1 NEW 2"CL05ED CELL SPRAY GONTRUGTION w/ PROP II ( NEW COLUMNS li; ,II `- �;I O p I� PER HOMEOWNER II r I BEDROOM i FOAM d R-15 BATT INSUL NEW CEDAR SHAKE BEDROOM EXTERIOR WALL CONSTRUCTION: I� �'� I I I -NEW /a COX T3G SIDING 3 „ NEW 2x4 PNTY NEW 3/a"GDX TtG " cr (BEYOND) �Ll�� 3 , (f� v NEW /a GDX TdG NEW 2x10 FJ® NEW 2x4 STUDS® I6"O.G.w/Y� COX !� -� - - ( EXTERIOR WALL CONSTRUCTION: INTERIOR Ib"O.G. d PLYWD,TYVEX VAPOR BARRIER d NEW 2x8 DJ® _ NEW 2x8 - O FLOOR w/ 505FLOOR w/ =SUBFLOOR w/ NEW 2x4 STUDS® Ib"O.G.w/Y�"COX FINISH FLOORING WALL R-30 BATT FIN15H FLOORING NEW CEDAR SHAKE 5101NG s " Y FINISH FLOORING 8 CONSTRUCTION Ib"O.G. d /a x6" i 61RDER PLYWD,TYVEX VAPOR BARRIER d PER HOMEOWNER PER HOMEOWNER INSUL PER HOMEOWNER DECKING I (BEYOND) NEW CEDAR SHAKE SIDING _ NEW 2x4 SILL PL w/5/e" GRADE C C 'S Jn 5 " ) n C , ( ANCHOR BOLT® 32"O.G.(MIN GRADE - — — - '? ' ��C•���t y�-- S� , OVARIES_ OVARIES VIEj.,- 4"EMB) ELV 0'-0" NEW 2x10 CJ® 16" i NEW TECO NEW(3)2x10 ELV 0'-0" O.G.w/30 BATT ( CONNECTION GIRDER w/TEGO r NEW 5"PG FDN WALL w/BITUMINOUS NEW 12"m PG NEW 2x4 SILL PL w/ Q CONN 50NOTUBE5(MIN 36" ^ s , NEW 8"PG FDN WALL w/BITUMINOUS INSUL t- COATING,REINFORCED w/THE FOLLOWING: ('• ' F /e'ANCHOR BOLT® COATING,REINFORCED w/THE FOLLOWING: Q� B.6)w/4x4 AGQ POST EXI5T PG FUN I NEW(3)2x10 PROP BASEMENT c x (U#4 HORIZONTAL R/B TOP d BOTTOM a X l 32"O.G.(MIN 4"EMB) (1)#4 HORIZONTAL R/B TOP d BOTTOM d 51MP50N UP-LIFT L-J w w :' WALL (VIF) EXIST I GIRDER Q$ _ (1)#5 VERTICAL R/B® 36"O.G.(HOOKED CONN(BEYOND) v = NEW 2x10 FJ® 16"O.G.w/ i (1)#5 VERTICAL R/B® 36"O.G.(HOOKED r BA5EV'ENT ;; REMOVE EX15T PG FDN WALL d i- F m INTO FTG) F INTO FTC) 'fl EX15T PG FTG FTG d INSTALL NEW 4"LG w/ Q d # HORIZONTAL R/B EQL SPACED AS to Q R-30 GATT INSUL � � (4) 4 NEW 4" PG SLAB w/ r(o -j (4)#4 HORIZONTAL R/B EQL SPACED AS (VIF) EX15T A" L v T i WELDED TOP d BASE PLATE d N REQ WWM d 1-LAYER PVB `� REQ TOP of SLAB PG FT6/BELL>d \�I 12"x24"PG FTG BELOW w/(3) r TOP of SLAB (MATCH EX15T BASEMENT PROP BASEMENT 4 REBAR EACH WAY NEW S"Ab"PG FT6 w/(2) #4 R/B d �MATGH EX15T-,VIF SLAB ELEVATION U L-(MATCH EXIST-.VIF __ __ _ ---- L - - - NEW 8"Ab' PG FT6 w/(2)#4 R/B d ELV-6'-l"± 2x4 KEY ELV-b'-l"± L—� - -- 2x4 KEY EX15T PG 51-A9 NEW 4"PG SLAB w/1ox, (/a=) WWM It I-LAYER PVB (MATCH EX15T BASEMENT SLAB ELEVATION) � .SG cl SECTION "A—fir" SECTION "5-5" 0 '� SCALE: 1/4' = 1'-O' �5CALE: 1/4' 1'-0'1/4' 1'-0' V t O N � 8 12"OVHO SOFFIT F 12"OVHO SOFFIT WALL BELOW ' I 0 1 PORGH M N G O I BELOW � x I • oM r+ � � 0ti � P. 0 U- I � 1 u- w - 0 r4 ENO II II I II it I WALL BELOW V I � w O x r v U a u_ F N u_ II CL a ~ IT, II II o II o WALL BELOW WALL BELOW 12"OVHO SOFFIT 12"OVHO SOFFIT DRAWN: VC/MS SCALE: ROOF PLAN JOB#: SCALE 114' 1'-0" June 14th,2018 SHEET NUMBER: PERMIT SET (10/17/2017) - UPDATED 06/14/2018 A-3 i t - �� .... + ��.. �l ��.. +ram• �" �„ Odom K low ,ti r ' . ,. a. ol �r w r a � , µ t— .e C r , w ry f » T C Lr LIZ Mai =�S L 4 A w<'r N�.ala'"marau.•^.•+,.�.a,....».,,.,,.,..e+,gM4..m" .. � .. w r"• i 4 '" ... i v 1 F < ^ y r' n £ , � a i � I r 1 i x �M 1 +y D SCALE: fit'MS 70$ j SHFFT .MOR: PERMIT SET (10/17/2017) - UPDATED 06/14/2018 A-4 t i REVISIONS: ,,.—EX15T POST d Q z O RAIL FENCE J 0.4'N ' 5 LOT BO N (bq° 22' 00" E 140.00' MAP O . — LINE • _ _ 0 NUIks) NUICD O — LU "— W I 3q.1' EX15T FY56 I EXIST ASPHALT DRIVEWAY EXIST O DETACHED OARAOE LOT 7q z (NO GHAN6E) O Z ^ I Z O Q � � O 31.8' EXIST 61 PROP FY53 STOCKADE to HOUSE /� //�/ /2////// OSEE PROP 510 5F I-STORY - I H b -z EXTENSION � o � as EXIST ( Q� Z LINE of EX15T HOU5E _ I :]� �HOWERR `6 O FOOTPRINT O EXIST GONG o m� PROP REAR C3� COVER � C� EXIST I-STORY STOOP o N I PROP �i6 5F FRAME RE5IDENGE O� 00VERED PORCH EXIST 6' U GHAINLINK Q� 3a.2' FENCE PROP FY5B • to PORCH O.�E EXIST x I CHIMNEY UJ � LOT 70 I2 w dJ I < 0 m . Cz (3 w N I I C,) a, o I � M EXIST P IONUMENT 0 rn M o FOUND 56q° 22' 00".w — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . _ . . — . . -140.00� . . — . . J w � . v vo v ,nU LOT 77 � w � Q z N A w I m D SEC c�; � P 1 g 1011 FECONIG BAY BLVD u (4q.5') O Bldg Dept copy from ZBA Final reviewed documents ZBA File # 7'p T 7 N Date: lal / FROPOBEI:) SITE PLAN � SCALE: I = 10-0 U OF N DRAWN: VC/MS SCALE: JOB#: April 19th,2017 SHEET NUMBER: S- 1 REVISIONS: 0 01 H W 3q-2 _ loe 1-1 6'-II"± 15'-I"± 6'-II"+ — A 15'-I"± 5'-O" H^-•1 H NEW 24" 50 PG FT6 (MIN 36" B.6.) F-1 w/ 12" 50 PG PIER d 4x4 AGQ POST w/ SIMP50N UP-LIFT CONN EXIST EXIST MEGHANIGALS i MEGHANIGALS NEW 2XIQ RIM BOARD w/ . I W +� EXIST �- - -� LAC, BOLTS b 32" O.G. r • R- z � � U u I v u- (DOUBLED @ ENDS) R w woz o GL lz w� � p Y � (— o x o x 0 x Q x 0 O -gyp �_ EXIST N =_ _� EXIST _ z _ _ _ _ _ _ _ _ _ _ x BASEMENT X w BASEMENT X z) U x w (l'-4YY GL6) (11-5 GL6) EX15T LG— I PROP 2x8 0 DJ ® I6" 0 � (TYP 4) \ 0.��i EXIST (3) 2x6 EXIST (3) 2x6 = O.G. � . �. �. NEW (3Lx10 . NEW (3) 2x10 �• 61RDER (VIF) 61RDER (VIF) - IRDER C GIRDER O O � f uu � O � U FLu � � z c �cy I ' v c*1 cd +1 EXIST u_ � U— x 3 � x x �, o LAUNDRY N O N o N7 �l ' a o z K P 6 z Om 2 U 000 < z EXIST W UTILITIES r---^� r---�� r---�-i r--- -i I. 1 1 -----------T------,, ------ ----- --- --------- — — r-$ T------ h-------------- — . I'll 4 �--'-- ----J '-----� L----J NEW 8"xl6"PG FT6 REMOVE EXIST PG FOUNDATION NEW 4" LG w/ PROP 2x10 FJ (MIN 56" DEEP) w/ (2) NEW 8" PG FDN WALL w/ WALL a FT6 4 INSTALL NEW (3) WELDED TOP 16" O.G. w/ TEGO #4 R/B 8 2x4 KEY BITUMINOUS GOATIN6, o A5 REQ REINFORCED w/ THE 2x10 GIRDER w/ TEGO BASE PLATE a GONN a R-30 FOLLOWING: O CONNECTION O 12"x24" PG FT O) BATT INSUL m N o (1) #4 HORIZONTAL R/B TOP a uu_ Lu 0 PROP u � _j BELOW w/ (5) #4 cx cY C, XI�TIN� OUN� TION PLAN m _ _� REBAR EACH WAY w i 4 o m y BOTTOM O U z O z a N SCALE: 114 = I-0 I x `? z (MATCH EXIST GLG HEIGHT) �? z � n � " o � o BASEMENT EXTENSION X 3 ,�, 0 1 r � ' � f O a, m o (1) #5 VERTICAL R/B © 36 N N (TYP 4) (} / O.G. (HOOKED INTO FT6) Q O z Q Q O z Q A i a xo O m o o m s' MAY 2 4 2018 ' (4) #4 HORIZONTAL R/B EQL cY v NEW 4 PG SLAB w/ (1) O .V SPACED AS REQ (SEE Q - LAYER 6xb 101(o WWM a (1) - "' °' SECTION) �- LAYER OF 6 MIL PV ��/;________ rho �b 4 - I VAPOR BARRIER u — —� � r 1 , t °t, N N NEW 36"WIDE x 45" w m p • HIGH BASEMENT EGRESS WINDOW /�— 5'-10" 4 I'-2" U FOUNDATION FLAN N SCALE; 114" = 1'-0" Q' N WALL LEGEND: r~ EXIST FDN to REMAIN L EXIST to be REMOVED U cn 0 NEW FDN CONSTRUCTION Ct An v i A Fui Ara.. YlY rtM I�:fey�M� DRAWN: VC/MS � SCALE: JOB#: May 21 st,2018 SHEET NUMBER: PERMIT SET (05/21/2018) A- 1 REVISIONS: a O Qom, 0 � 0 EXIST POST 8 7 RAIL FENCE J 0.4'N Q LOT 00 N bq° 22' 00 E 140.00' MAP . � � - LINE O . O 0 Nl~_fl � NlJ � 0 LU LU O O O • 3q.7' W EXIST FY5B r l V �W EXIST ASPHALT DRIVEWAY EXIST N R51' GALG5 DETACHED GARAGE LOT 79 (NO GHANGE) Z W O Z Caarty" continuous " O comlienen£" Assembly 01eniatlon ,4rossAres Insulation tnsalatlon" U-Fector. UA, SHOO:: [A-Value Ft-Value Building PROPOSED 8'(P 28.0' 7777 W w0esi:ng 9 _ ..... �_ ,.. _,,... ..,._ i iatOetlEng of �s dr, ✓+" ,f 294T ,:tt2 49.t! e.tl 02S 34 x 4 DEEP DRY I CQ O v Wall 1 Wood Frame,l6"o.c. ►``.Unsp € 1248 tit i 15,0 0.0 0.07? 80 / WELL 3 _ Q (� " Window1 VinyMberglassRam,.. -. Unspectned 156 R2'€ 0.28 d4 0.40 / -Doors�~ � Solid *yp}Unspecltled - 40 tt2 E� 0,24 10 " I ' !Floor 1 Atl-Wood doistr russ:0...--, 1294 1t2 30.0 � 0A Q.p33 43 n � / — / TOTAL: 211 0.0% BETTER THAN CODE) I \\ EXIST 6' MAX ALLOWED UA: 22-7 35.0 O PROP FY55 STOCKADE to HOUSE 47.4' FENCE 0,5'E o W v� � L I UWd U :],.,,,—EX15T OUTDOOR s LINE of DEMOLISHED LU SHOWER to be m I RELOCATED C� U-1 HOUSE FOOTPRINT � � -f EXIST GONG Q ,.� ' o k0 • /// m 0 PROP REAR COVER 0 .i PROP05ED 1-STORY STOOP PROP a6 5F FRAME RESIDENCE COVERED PORCH I Z aA„� EXIST 6' O coo I GHAINLINK O 35.0' FENCE W PROP FY5B 05E N to PORCH I x I / _ /// GHIMNEY W Z V, mWi In LOT7B I o U OI ( � z O w � / _ m . � _ ,i Now �, � Im tk O X ° CL Lu 11J PROPOSED 8'� N z I x 4' DEEP DRY " Z v WELL EXIST MONUMENT FOUND s 6a° 22� oo�r w — . . — . . — . . i.ao.00� . . — . . o �, N E E A x Ln v O rn � o LOT77 � w O � wUa US a, Q Z 00 m STORM WATER MANACGEMENT DETAILS dJ N.T.S. U ON cn 1— co ,a (� N R G O N I G A I L L Y Q6EE 6UTER T - 5TANDARD 5" (4q.5') ( II l l l I(� NOTES: I. EXECUTION: AwnI I a. DO NOT BE51N INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PRESERVED. 2. PREPARATION: HA I' 8AY w/ 51 LT FENG I NGCl.a. GLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. Bldg kept copy from ZBA b. PREPARE SURFAGES USING METHODS RECOMMENDED BY THE Final reviewed documents U) ��®�®� � I FL-AN ZBA File# y13 SCALE: I" = 10'-0" LIMITS OF GLEARING TO DRY WELLS TO BE 10 MIN. MANUFACTURER FOR AGHIEVING THE BEST RESULTS FOR Date: / 5 / BE NO MORE THAN 20' AWAY FROM HOUSE 5UB5TRATE UNDER THE PROJECT CONDITIONS. LOT AREA: 14,000 5F FROM PROPOSED WORK Oa ,D G. PAINT CONGEALED METAL SURFACES $ SURFAGES IN N AS INDICATED ON 51TE a CONTACT WITH 01551MILAR METALS WITH PROTECTIVE E-+ EXIST HOUSE: 764 5F PLAN BACKING PAINT, EXIST DETACHED GARAGE: 616 5F 3. INSTALLATION: a. PERFORM WORK IN ACCORDANCE WITH THE CDA HANDBOOK I PROPOSED HOUSE: 1,276 SF ROOF AREA: I,706 S.F. U PROPOSED PORCH: q(b SF THE DRAWINGS. U] 2" RAINFALL per HOUR GALL: 1706 5F X .167 - 2&5 GF b. GUTTER TO BE PITCHED TOWARDS LEADER I" to 2" FOR U �4 EVERY 40' OF RUN. PROVIDE (2) &'(P x 4' DEEP DRYWELL Nob G.F. EA) G. SHEET METAL JOIN LENGTHS WITH HATERT16HIT JOINTS. d. GOPPER/LEAD: FLASH $ SOLDER CUTTERS TO DOWNSPOUTS REp �� , l�G REV W S ' TOTAL DRYWELL CAPACITY: 336 ACCESSORIES. c S,G.F. e. ALUMINUM: RIVET � CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. f. GONNEGT DOWN5POUT5 TO STORM 5EWER SYSTEM AS INDICATED, SEAL CONNECTION WATERTIGHT. N 4. PROTECTION: 02 - � a. PROTECT INSTALLED PRODUCTS UNTIL GOMPLETION OF 2339 F- PROJECT. OF N E W DRAWN: VC/MS b. TOUGH-UP, REPAIR or REPLACE DAMAGED PRODUCTS BEFORE SCALE: SUBSTANTIAL COMPLETION. JOB#: i June 19th,2019 SHEET NUMBER: PERMIT SET (10/17/2017) - UPDATED 06/19/2019 S- 1 REVISIONS: 12-6 x. 14'-711± 16e A NEW 24" 50 PG FT6 (MIN 36" B.6.) q A-2 w/ 12" 50 PG PIER $ 4x4 AGQ A-2 P05T w/ 51MP50N UP-LIFT CONN l -- (TYP - -- - , �, , TW2842 FI _ - (2) 2x8 HDR (2) 2x8 DR (2) 2x8 HDR EXIST - m - � FIREPILAGE � o MEGHANIGALS ��: I I ' v NEW 2x10 RIM BOARD w/ .; I x �D OVHD z QD VW LAC, BOLTS 32" O.G. O -I GABS ( PROP TAPERED x .�, - (DOUBLED ENDS) COLUMNS w/ STONE N v I O w NI CX O O e OP �t ^ BASE (TYP 2) z O ° u' ° LIVING/DINING N ° cx EXIST _� 3.� 3 p o D ROOM `� BASEMENT `� REMOVE EXISTING �.: . I I z O i (CATHEDRAL N PROP W.O (l'-5" GLG) w FOUNDATION WALL I I ISLAND i p GEILIN6) ` COVERED x PROP 2x8 ---- D N +1 EX15T LG ;: DJ 16" PORCH O (TYP 4) O.G. — — . _� . I � OVH6W (3) 2xi0 DNEW ( ZxIO GIRDER O — E GIRDER �_ � • PROP +1 ,, . ; 0 K I TGHEN OPEN O O © O O O ��� (CATHEDRAL RAILING PROP 2x8 GJ w LL w )m u_ m -� xI - UP STOOP 1 �. 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NEW (3) 2x10 N x O ELV 0'-0" NEW 2x10 GJ @ 16" NEW TEGO 4" EMB) E-+ 0 N = O.G. w/ 50 BATT CONNECTION 61RDER w/ TEGO �_ z s NEWT 8" PG FDN WALL w/ BITUMINOUS v v INSUL CONN iL D_ O 1- I- I- COATING, REINFORCED w/ THE FOLLOWING: w0 I p + EXIST PG FDN NEW (3) 2x10 PROP BASEMENT +] X 0 (1) #4 HORIZONTAL R/B TOP $ BOTTOM U IY W - WALL (VIF) EXIST - w ly 1- 61 RDER w ° v ' BASEMENT z z (I) #5 VERTICAL R/B 36 O.G. (HOOKED z PR 2x12 _O O O EX15T PG FT6 REMOVE EXIST PC FDN WALL $ r_ CD INTO FT6) > I 6E x x O FT6 $ INSTALL NEW 4" LG w/ d d O N �_ N (VIF) EX15T 4" L.G. w/ WELDED TOP $ BASE PLATE $ u-'i (4) #4 HORIZONTAL R/B EQL 5PAGED AS N O TOP of SLAB PG FT6/ BELOW 12"x24" PC FT6 BELOW w/ (3) REQ CL (VIF) #4 REBAR EACH WAY NEW 8"xl6" PG FT6 w/ (2) #4 O ELV G(b'-7XIST -,VIF BRED q C' 2x4 KEY 5 R EXIST PG SLAB NEW 4" PG SLAB w/ lor(o ��tiG�`�� Scti y�� > (VIF) WWM $ I-LAYER PVB Cn O WALL BELOW WALL BELOW (MATCH EX15T BASEMENT g� �, , / SLAB ELEVATION) �i N �r J CT(®N "A-All �2233 OQ� DRAWN: VC/MS A 12" OVHD SOFFIT 12" OVHD SOFFIT SCALE: 114" = 1'-0" OF N EN SCALE: -2 JOB#: June 19th,2019 SHEET NUMBER: ROOF FLAN SCALE: 114" = 1'-0" PERMIT SET ( 10/17/2017) - UPDATED 06/19/2019 A- 1 REVISIONS: _ t s 1 12 w z TT III +� w NEW CEDARH Ell. SHAKE 51DIN6 ,�f� p � +I NEW 5TONE Li aj EAGADE +I O en FR0F05 r;) FRONT ELEVATION III FR0F;05 r:) R15HT ELEVATION SCALE: 1/4" = I'-0" SCALE: 1/4" O O � U O M � F� i 0 41 c+7 N � C O n u 0" M �O . z V C 0 lu bA � 12 �' U to V Lu EX15T OUTDOOR Li SHOWER TO BE RELOGATED +I UlLiL ull p � i Cn tt � � Li 1 11 11 Hw EX15T LLL E—� OUTDOOR ll 5HOWER to be f J Bldg Dept copy from ZBA Li Final reviewed documentsWZBA File# 7.3`C� U) RELOCATED Date: / / H FR®=05 r;� REAR ELEVATION f=R®f=05 ::) L r-T ELEVATION SCALE: 114" = I'-0" SCALE: 114" = I'-0" U �`C-1-�ERE�q�c IN 3 � � DRAWN: VC/MS 2233 Q� SCALE: OF N E W O JOB#: June 19th,2019 SHEET NUMBER: PERMIT SET ( 10/17/2017) - UPDATED 06/19/2019 A-2 REVISIONS: bp / / e e v / M e r, / y e p �x , P w e' w I d f� =ti l a , r r, o e e e = / y 4 : t P, P .. � ':�.�"' � , y® �" „✓, a� `"/ .eja� rid///a0��'��a $ "'" � y".' a Hr A s y i ri ,r w cC3 s , / s„ O �� x— a s s� a a E+ter a CJ c �aa a r 01 t� � z w < 'k" 00 ® p ' i--1 0 / - � / r s,��r�a✓'��,dfl ��„ate; a ' Bldg Dept co from ZBA u') FIRdI reviewed pUYTikClt5 t� ZBA FII # E� �f �i Date: �� IN v �3 f a b ' � x u® s , T PP s _ ma _ w ° s a �233 DRAWN:. - 4- ® C)P N ESN SCALE: JOB#: June 19th,2019 SHEET NUMBER: PERMIT SET ( 10/17/2017) - UPDATED 06/19/2019 A-3 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRA\VINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION:FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION 1NSTRUCTIONSTO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, CLIMATIC 6c GEOGRAPHIC DESIGN CRITERIA GROUND WWD SEISMIC FROST" WINTER ICESHIELD FLOOD 4"MAX, ;SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS KING STUDS" LOAD (MPH) CATEGORY DEPTH TEMP., REQUIRED MODERATE SLIGHT TO 20/15 120 l3 SEVERE 3 FT. TO HEAVY MODERATE 11 NONE 4"DIA.MAXIMUM RAFTER '. CRIPPLE STUD • DECK AND COVERED PORCH NOTES: LEDGER 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. RIDGE HEADER All fasteners,hangers and anchors to be galvinized or stainless steel. ' 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shalt be anchored with proper steel connectors anchored Z into concrete with a minimum 1/2"dia x 7"tong anchor bolt with washers and nuts. RAFTER JACK STUDS . `a 3).Posts supporting girders shall be anchored to a minimum 24"44NU"thick concrete to footing.Use a minimum 1/2"dia x 7"tong anchor bolt with washers and nuts.Footings Shall be 3 ft.below grade. RAFTER-TO-LEDGER CONNECMON 4),Deck joists to have blocking at 8'0 o.c.. LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA.BOLTS 16"TIC WITH WASHERS HEADER TO-POST/STUD CONNECTION w RIDGE TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 5).Flashing`shall be installed between the building and ledger, Lapping up the sheathing LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD and nuts at 16"o.c.and over the ledger.Ledger to be fastened to building with 1/2"dia,Botts with washers STAIR RAILING LOCATION �j ROOF LSTA24 1-1/4"44"20ga-STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 ISga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD �w 6).Concrete piers shall be a minimum 6"above grade. 1-1/2"SPACE � 7),All joists to be supported with hangers and anchors. Each Joist shall also be anchored I~-•I MINIMUM to"girder(s), RAFTER. Covered Roofs shall be assembled and anchored the same manner as a typical building. HANDRAILS •` 9).Use Simpson hangers and anchors with -MAX trippie protective coating or equal RAFTER for any contact with ACQ. r w ' POST TOP PLATE HANDRAIL NOTES; TOP PLATE o All required handrails shall be of one of the following types BALUSTERS or provided equivalent graspability. RIM/DECKJOIST" 0 1).'Type 1.Handrails with circular cross section shall have an OPEN BALUSTER ATTACHEDWALL STUD WALL STUB TO WALL o" outside diameter of at least 1-1/4 inches and not greater than 2 inches. If the handrail is not circular it shall have a perimeter dimension of at Least 4 inches and not greater HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION th"an 6-1/4 inches with a maximum cross section of ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATEISTUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION dimension of 2-1/4 inches. � LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS RAFTER/PLATE RT15 TYDOWN ANCHOR Z).Type 1t.Handrails with a perimeter greater than 6-1l4 V CONNECTION K D O TO- EC SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER R7tt? 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST- �— inches shall provide graspable finger recess area on both � CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN.(2)1/2' DIA.GALV.BOLTS WITH WASHERS AND NUTS sides of the profile.The finger recess shall begin with a PROVIDE AN EQUIVALENT GRIPPING SURFACE $"-.12"RAFTER R124 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD distance of 3/4 Inch measured vertically from the tallest EACH RAFTER portion of the profile and achieve a depth of at least 5116 ' inch within 7/8 inch below the widest portion of the profile.The"required depth shall continue for at least 3/8 inch to a level that is not less than 1-3/4 inches below the 03 O 4'MAX. tallest portion of the profile.The minimum width of the O >'' handrail above the recess shall be 1-1/4 Inches to a 3 4"DIA, MAXIMUM maximum of 2-3/4 inches.Edges shall have a minimum 4.) U GIRDEItJHEADER radius of 0.01 inches. 'U� Z U GIRDER/HEADER 0 ` NAILING SCHEDULE o ' z ° ° N � JOIST •' POST/COLUMN ° ° O ROOF SHEATHING: POST/COLUMN JOINT DESCRIPTION NAIL NAIL SPACING NOTES �. Q AS PER TABLE 3.8 GIRDERJl-IEADER V STRUCTURAL PANEL Ed WFCM-SBC ^^ '' POST-TO-GIRDWHEADER CONNECTION Of FRAMING: LOCATION USP NUMBER DESCRIPTION APPLICATION JOINT DESCRIPTION NA NAIL QTy SPACING NOTES 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DECK/PORCH RAILING SPLICED JOISTS OVER HEAD£R/GIRDER RAFTER TO 8'WAtL:3-8d COMMON EACH TOE-NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION 6x6 SOLID COLUMN P9566/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST T'Q_GIRDER/HEADER CONNECTION TOP PLATE 1U WALL-"d COMMO RAFTER HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN .USE MIN. 2 1 CEILING JOIST T WALU 3-8d COMMONEACH JOIST TO GIRDER/HEADER RTIO TYDOWN ANCHOR CONNECT TO EACH JOIST ( ) /2 DIA.GALV.BOLTS WITH WASHERS AND NUTS TO TOP PLATE 10'WALL:48d COIvIMO JOIST TOE-NAIL N CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM-SBC LAP NAILLo o CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL O COLLAR TIE AS PER'CABLE 3.4 EACH FACE �, Ln ° STU Bldg Dept co from ZBA 'C1 Z BEARING PLATE Final reviewed Q�ument TO RAFTER WFCM-SBC END NAIL 9 copy Ln a GIRDER BLOCKING 2 .Ed COMMON EACH TOE ZBA File# Yv TO RAFTER END NAIL Date: / x 4 z o • ` .RIM BOARD EACH END 2-16d COMMON TO RAFTER END NAIL Lo • WOOD JOIST � M U) 00 WALL FRAMING: N o 1:-� • ti LEDGER I I ,�� NAIL NAIL fl GIRDER/HEADER I I `CONCRETE PIER .. " JOINT DESCRIPTION QTY. SPACING NOTES TOP PLATE TO PER WOOD JOIST WOOD JOIST ` ''•M" TOP PLATE 2.16d COMMO FOOT FACE NAIL • + TOP PLATES AT 4=16d COMMO JOINTS FACE • `, INTERSECTIONS FA. SIDE NAIL FLUSH JOISTS WITH HEADSVQRD15 DOUBLE 2x Si'UD TO Z-16d COMMO 24" FACE W CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I (MINIMUM) STUD D.C. NAIL (1 FOR HEADER HEADER/GIRDER-TO-POST CONNECTION HEADER TO 16"O.C. FACE LEDGER TO BE CONNECTED TO BLDG.USING 1/2" DIA. BOLTS 016"OC WITH WASHERS THE PROPER STEEL CONNECTOR I OR BEAM 16d COMMON U IF ABLE,SET FIR JOISTS APROX. 1/4'HIGHER THAN LVL HEADERS I I LOCATION USP NUMBER DESCRIPTION APPLICATION HEADER ALONG EDGES NAIL O TO ALLOW FOR SHRINKAGE. ROD I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END U) REQUIRED I I PLATE TO STUD 3 .16d COMMO PER 2x6 STUD NAIL FOR SI'U (3) BEAMS PAU66 OR WE66 POST I BEAM ANCHOR APPLY 70 EACH, BOTTOM PLATE TO: PER FLOOR JOIST, BAND JOIST, 2-16d COMMIS FOOT FACE NAIL N FLASHING TUCKED UNDER I END JOIST OR BLOCKING TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. THREADED ROD DECK FRAMING: PIECE OF SIDING BELOW JOINT DESCRtPTI{SN NAIL NAIL NOTES U 1/2"DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT QTY. SPACING U) JOIST TO: PER TOE � CONNECTED TO BLDG. @16"OC STRINGER POST SILL,TOP PLATE OR GIRDER 4-'Bd COMMONJOIST NAIL P4 016 -Ij MINIMUM tzJ TH?LV- END DISTANCE .BRIDGING 2-8d COMMON EACH TOE BOLTS TO JOIST END :NAIL ANCHOR Va. .'• � 2-8d COMMON -e Rc M44�T ' ' b ' BLOCKING EACH TOE FLED q FLOOR FRAMING Y' �a PIER 16-TREAD ,n . s,.• •a •e, Q ENDINIMA CE y gyp- TO JOIST END NAIL �\JIN Zx JOISTS BLOCKING TO: EACH TO • • a •• •• 12"x12"x12" • M s 3 -16d COMMO "".a `�• .. •o .. • SILL OR TOP PLATE BLOCK NAB BADE a '' e CONC.SLAB •p,, g; CONCRETE FOOTING (AS MI) tA LEDGER STRIP EACH FA 0� BLOCKING FOR `'.p" + y , 3 -16d COMMO 1 fV " r TO BEAM JOIST NA L CON ,�� ' PER P PIER DRAWN: VC/MS • � JOIST ANGER 3_a ^� °q, p � JOIST ON LEDGER 3-8d COMMON PER TO � '.�-i s LAG BOLTS Q - MR HOLLOW 8, `e. PERPuw HOLLOW COLUMN UPLIFT v v TO BEAM JOIST NAILN 0 RIM JOIST/BD. ' r 22339 SIMPSON STRONG TIE MODEL STRR1/2 � y0 ° t �' ` DECK POST FTG.CONNECTION BAND JOIST PER END SCALE: INSTALL AS PER MANUFACTURE'S RECOMENDATIONS 3 'lbd COMMO OF NO f "db LOCATION USP NUMBER DESCRIPTION APPLICATION BAND JOIST TO:IST JOIST NAIL JOJune 19th,2019 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING SILL OR TOP PLATE 2'1bd COIviMO FOOT TOE NAIL SHEET NUMBER: QE[K/PORCH LEDGER CONNECTION 6X6 POST PAU66.OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING ,. PIRMIT SET ( 10/17/20_17) - UPDATED 06/19/201 A-4 REVISIONS: WIND LOAD PATH CONNECTION AND N T� O � RUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TC ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS 1. N. D • ENDWALL RAFTER oe CRIPPLE 'STUD WALL STUD 0 ', • BOTTOM PLATE RIDGE • HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL ' RAFTER JAC K STUDS FLOOR USP NUMBER DESCRIPTION APPLIC ATION 1ST, ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH. j SPA TUBS TO HAVE. A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZEUSP NUMBER DESCRIPTION APPLICATION SUPPORT EACH ,WALL RUNNING PARALLEL WITH THE FLOOR W HOLD DOWN BOTH BOT. PLATE OF .2CD FLOOR AND `TOP f g / g JOIST DIRECTION 'WITH (2) JOISTS. UNDER WALL. rr ll 2ND, ADS5 ALL OPENINGS LSTA12 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUB ROOF LSTA24 1-1 4"x24" 2d a. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2xB L526 16ga. SLOPE HANGER APPLY TO EACH RAFTER f LEDGER ,FOR JOIST NOT,DIRECTLY UNDER PARALLEL WALLS. PROVIDE V ANCHOR PLATES OF 1ST, FLOOR. CONNECT THROUGH HE FLOORS TO EACH OTHER Wj THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE. STUD 2X1O LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC w WALL STUD goF--I THROUGH-ROOF EXHAUST � VENTS SELECTED AND, LOCATED BY'CONTRACTOR w METAL STRAP 000 CRICKET AT TOP-SIDE OF •' a/ 'VENTILATION CHANNEL RAFTER RIM BOARD CHIMNEY AS REQUIRED SILL PLATE(S) ' WALL SHEATHING RAFTERS hAINTAIN VENTILATION ,WOOD JOIST SIDEWALL FLASHING ' FOUNDATION ' ' ' ' t _ „ _ - TOP PLATE BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING BARRIER TO LAP FLASHING � STAPPING TO BE ,ATTACHED TO WALL STUDS 048"OC AT WALL -- MAINTAIN GAP , 2x4 SOFFIT JOIST ATTIC SHALL BE PROVIDED WITH A AND ALL WINDOW/DOOR OPENING JACK STUDS SETWEEN'WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA 4F GUTTER INSTALL 4'0" O.G. .'� �` THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER 4" - 8" LSTA24 1-1f4"x24" 20ga, STRAP AND JACK STUDS '� ,'' SHALL BE COVERED WITH CORROSION- ONlTN, SCREENED VENT RESISTANT METAL MESH WITH MESH I tONTIN. SOFTLY EXT. 'PLYWOOD ON ALL OPENINGS .' PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. f „ FLASHING TO FORM CHANNEL INSTALL 40 O.C. • AND 50,A5 TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION :SOFFITED EAVE � 8" - 14" LSTA30 1-1/4"x3O" 18ga. STRAP AND JACK STUDS 01J. GAP TO PREVENT CAPILLARY „ „ ON ALL OPENINGS / ACTION 4 - 6 RAFTER RT10 0-3/4 x 18gp. TYDOWN ANCHOR EACHCONNECT TO u RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. / '+ CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS N 14" - 16" 'LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ,� 8" - 12" RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTERI SOFFITED, EAVE DETAIL ON ALL OPENINGS .' ,'� KEEP ROOFING NAILS OUT • r-1 OF FLASHING 2ND. FLOOR WALL f ROOFING LAPS BASE cd O FLASHING 4 INCHES 4F � RAFTER BASE FLASHING WRAPS CORNERS, .RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN, 4 INCHES THROUGH VENT o WOOD JOIST � N go F TOP PLATE GIRDER/HEADER, SIDE WALL FLASHING U 1ST. FLOOR WALLSTAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 1890. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" CONNECT EACH ON ALL OPENINGS RIDGE VENT FOLDS ALL JOISTS CONNECTED TO .A FLUSH HEADER TO BE SUPPORTED WITH FROM PEAK TO ALLOW FREE THE PROPER RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE 1F ABLE, 'SET FIR JOISTS APROX.T1/2' H GHERTOR. THAN LVL HEADERS INSTALL 4'0" O.C, CONFORM TO SLOPE / o 8" - 16" META48 1-1/4'x48" 16ga. STRAP AND JACK STUDS TO ALLOW FOR,SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF PLATES TO EACH STUD m N o x ,n DBL. SILL PLATE �7 � M o TERMITE GASKESHIELD T - f SUB FLOOR Q x o ¢ u WOOD JOISTS -14 w @� CONC. SLAB t NEOPRENE ' LO TYP. CONC. FOUNDATION GASKET jam_" ~ `� ! Zx6 f2x8 CONTINUOUS WOOD PLATE � DAMPPROOF EXTERIOR 6 MIL. POLY , _ V , o q+ 6MIL POLY ON EXTERIOR, GRANULAR FILL S BOLTED TO STEEL BEAM WITH •� -� '�' � �" A -•'" `� 1/2 DIA. BOLTS ® 48" ox. STAG. � o � � s' V STEEL COLUMN I - ; U c' Lf _ ROOF JACK �� `'� j n n 111 a CONC. SLAB b e 1 STEEL BEAM c? A ANCHOR BOLT EMBEDMENT: �� ( � `, o W " COMPACT FILL POURED CONCRETE: 7" `� 4" 'x 1/4" x 8" STEEL f � t fi �1> * BLOCK WALL' 16" ROOFING LAPS `. I TOP AND BOTTOM PLATE KEYWAY FOOTING b, V P e e 4 " 13 4 FLASHING AT WITH 1 2" x 6" ANCHOR BOLT G SIDES AND TOP 1/2" GROUT ,� L! +� LI C ON C. FTG. 'd d"a D ' / ' a s : v ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS Fri h w (USP LBPS58 OR 13P583) I � 3" S.TEEL'COLUMN p A REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5f$" DIA, ANCHOR BOLT "'"'" -- I I ( 10 KIPS W DRAIN TILE � p • SUPPORTING MAXIMUM SPACING FLASHING LAPS , Bldg Dept copy from ZBA SILL PLATE TO FOUNDATION ROOFING AT BOTTOM - -- Final reviewed dp umen 1 STORY 72" OC ^"� ZBA FII # CRAWL SPACE OR FOUNDATION Date: I' 34 U SILL PLATE TO FOUNDATION TYPICAL REAM DETAIL 0 TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC to WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" 'STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 'STEEL / .BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL [N+ CONC. SLAB SUBFLOOR < 6X6 10/10 WWM DOOR FRAME COMPACT FILL GARAGE I JOIST RED U DOOR -.� �� q� -`. I FOR BLOCKQUT STEEL BEA ��5 IN SC, �Sj� � '• 4" SLAB 4 I � ' P.T. PLATE , ` W/ 6X6 WMM \ SLOPE • 4-DRIVEWAY — . NOTCH, JOIST AND ADJUST HEIGHT ` �,' • � � •��R 1/2" AIR ACE �` t � ' � a- N ' AT END AND ,� 7 1 2r • . • � (WITH A NAILING PLATE IF NEEDED) N ♦ ' ♦ ' ♦ .' r �� ES OF WOOD d "' e TO BE APROX. 1 2 OR HIGHER THAN GRADE --=---� --a'-� BEAMS ,a • . ,� : �',%'p �^ A I P b D e O " e (PROVIDE STRAPPING TOSTEEL BEAM TO O EEPJ JOISTS AL GNED) ��NKAGE 0�2339 0Q� 6X6 W.W.M. ..k "` ,,D._ ". C, a a - e Q'• pa'p OF NE\ M1N, ,� �' '� �'e l!'e .'t .Q �-'` —NOTCH BEAM FOR MuDSILL IF REQUIRED -- 'MAXIMUM sup FLooR �� c1 REINFORCING BAR 1. s. NOTCH EQUALS 1/4 DEPTH OF BEAM REINFORCING BAR DRAIN TILE °', _ I Ca a b . a _ AST DRAWN: VC/MS d�®r--®�l ' e e 12 '� a+ SHEET METAL / 30# FELT UNDER BEAM AT POINT L `� �e 'Ge II STEEL BEAM e• '' OF CONTACT WITH CONCRETE OR CONC. BLOCK �i>I_ii� it i i�� SCALE: °•s ,� 3" PLATE (BOLTED TO BEAM) JOB#: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. -w SHIMS TO LEVEL BEAM June l9th,2019 REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE. FOR WOOD BEAM SHEET NUMBER: GARAGE DOOR BLOCKQUT BEAM POCKET PERA411 9FT- ( 1011 :7001 :7) - 1 1PD A T_FD 19 A-5 REVISIONS: NAILING SCHEDULE NYS UNIFORM CODE::2015 EDITION PLAN CONTENTS: GWIND FRAMING NOTES "' RAL !NOTE'S D RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: 'OCCUPANCY CLASSIFICATION R3 RESIDENTIAL. 1-1/4"x,20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAiL BUILDING USE RESiDESMALDWELLING When a collar,tie, is used in leu of a .ridge strap,the number of 10d common,nails required QTY. SPACING JOINT DESCRIPTION NOTES In each end of the collar tie need not exceed the'tabulated number of-gd.nails in the stra BUILDING HEIGHT (SEE PLAIvs) CON ST''RUCTION N t7TEs: p• RAFTER TO $ WALL: 3-8d COMMON EACH TOP PLATE 10',WALL: .4-8d COMMON RAFTER TOE-NAIL 1). The,information within this, set of construction documents is related to basic design 2). RAFTER-TO WALL ASSEMBLY: TOTAL SQ. FT.'OF.CONSTRUCTION (SEE PLANS) intent and framing details.They are intended as a construction aid , not a substitute Lateral'framin and shear wall connections for rafter, 'ceiling or truss to to late,shall be in CEILING JOIST B'WALL: 3-8d COMMON EACH g g P p TOE-NAIL for generally accepted good building practice,and compliance with current hlew'York 'accordance to table 3.3.When a rafter.or,truss do not fall In line with studs below, rafters TO TOP PLATE i0'WALL: 4-8d COMMON JOIST g y p g g p p PRESCRIPTIVE AS PER N.YzS. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for`providing standard or trusses shall be attached to the wall top plate and the wall top,plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA .construction details and procedures to ensure a professionally finished, structurally" the to the wall stud with uplift connections. Roofs overhanging the rake side.of the building PARALLEL RAFTER WFCM -SBC LAP NAIL CURRENT 58C HIGH 11V1ND EDITION WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3d. CEiLING'JOISC LAPS AS PERTABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES WFCM- SBC LAP NAIL BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3}. WALL to WALL ASSEMBLY: OVER PARTITION DEC meets current federal, state; county and local codes,,ordinances and regulations, etc. Wall studs above and studs below a floor'level shall`be attached with uplift connections in COLLAR TIE AS PER TABLE 3,4 EACH FACE DECKS 40 These codes are to be considered as part of the,specifications for this building and accordance with table`3.3b.When wall studs above do not'fall in'line with studs below, the TO RAFTER WFCM - SBC END NAIL -ATTICS.w/o"STORAGE 10 studs.shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE should be adhered to even:if in variance with the plan.- Y P 2 - 8d COMMONATTICS wJ STORAGE 20 accordance with table 3.3. TO.RAFTER END NAIL DESIGN:LOAD CALCULATIONS ROOF (GROUND SNOW LC)AD), 20 3). Dimensions shall take precedent over'scaled drawings. RIM BOARD EACH END (LIVE LOADS.PSF) 4). WALL ASSEMBLY TO FOUNDATION: 2 -16d COMMON ROOMS (OTHER'THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). TO RAFTER END NAIL, F%rst:wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 w 4).The designer`has not been engaged for construction supervision and`assumes`,no connectors. Steel straps shall have a .minimum embedment of 7 inches in concrete WALL FRAMING: I for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade,:15 inches in masonry block foundations, or lapped under NAIL t STAIRS 40 construction means, methods, techniques, sequences, or procedures; or for safety the plate and nailed in accordance with table 3.3b.•When steel straps are lapped under,the JOINT DESCRIPTION L NAIL NOTES GAURDRAILS AIVY.DIRECTION 240 precautions and programs in connection with the work. There.are no warranties-for a bottom late, 3 inch square washes shall be used with the.anchor bolts. Anchor bolt QTY' ,(DESIGNED FOP,CA•r:c) p q • SPACING EXPOSURE CATAGORY . . TOP PLATE TO SP PER G FACE NAiL. f� Specific use expressed or implied in"the use A these plans. spacing Is,to be spaced and sized in accordance to table 3.2a. In addition to spacing; 2 - 16d CC)MIv10 p P TOP PLATE FOOT :SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION ~ anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 5): Refer to the Window and Door schedule"for exterior openings. corners. "TOP PLATES Al 4 �-ibd COMMON JOINTS. FACE ROOF-.'FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE- iNTERSECTIONS' EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE- _ 6). The,General Contractor-is to ensure that masonry or prefabracted fireplaces meets' 5). TYPE i EXTERIOR SHEARWALL CONNECTIONS: T e I`exterior shear wags with a.mirtirnum of 7/16 inch wood structural anal on the exterior STUD T 2 �.16d COMMON 24" O FACE "EGRESS SEE FLOOR.PLANS AND WINDOU(15CHEDULE ►� or exceeds manufacture's specifications and applicable codes. YP P STUD O.C., NAIL attached with 8d Common nails at 6".o.c. at the panel edge's and 12" o.c. in the field, and •• S • " ADER TO 16d COMMON 16" Q.C. FACE SEE FLOOR PLANS 7). The General Contractor is to consult with the`awner for all built-in items art inch gypsum wallboard on the interlor-attached with 5d cooler nails at 7 O.C.oat panel N ., (SMOKE&CO2 DETECTORS ed es and 10"o:c. in the field shall be in accordance with the ten th"to ulrements Specified HEADER ALONG EDGES NAIL such as bookcases, shelving, pantry, closets, trlms,.etc. 8 $ G P in table 3.15a-b- TOP OR BOTTOM 2 - 16d COMMO PER 2x4 STUD END TRUSS DESIGN N A'- STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction: PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAiL ENERGY CALCULATIONS RESCHECK.. b), TYPE:II EXTERIOR SHEARWALL CONNECTIONS:: r BOTTOM PLATE TO: FOUNDATION NOTES: Type Ii eet e,requirements able 3 s the appropriate d COMMON PER FACE 1L act in table 3.16.th JOIST,BA JOIST, 2 FOOT SEE NOT,5:1,2 exterior shearwatls steal ant ofta .15a-b time FLOOR J BAND - 16 MM CLIMATIC & GEOGRAPHIC DESIGN CRITERIA " . to adjustment f ors 1). The Gerieral' Contractor and Mason to review plans;elevations, details aril notes to length ru END FOIST OR BLOCKING GRC)UI�ID WIND SEISMIC "FROST WINTER 10ESHIELD determine intended heights of finished floor(s) above typical grade: 7), INTERIOR SHEARWALL CONNECTIONS= SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD FLOOR FRAMING. LOAD MPH CATEGORY 'DEPTH TEMP. REQUIRED HAZARDS Allowable.sidewall.lengths provided in table 3.14 steall be permitted to be increased when NAIL NAIL ( ) 2). All footings to rest on undisturbed ,(virgin) soil. interior,shearwalls'are used, Sheathing and connections shall be in accordance with -JOINT DESCRIPTION NOTES U 2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 B .SEVERE 3 IT., MODERATE 11 NONE :QTY. SPACING ODERATE SL1GHT'TO 3)= Provide U2" expansion joint material between concrete slabsand abutting - 4 8 PER TOE JOIST TO: � concrete or mason walls occurin in exterior or unheated interior areas. - d COMMON TO HEAVY MODERATE ry $ 8). CONNECTiONI1 AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR 61kDER JOiST NAiL Header and/or girder connections shall`be attached with uplift connections in accordance BRIDGING EACH TOE ROOF SHEATHING RE ' UIREMENTS FOR WIND `LOADS. 4). Any new concrete walls being.attached to existing concrete structure shall with table 3.5.`Window sill laces shall be have steel connectors in accordance with table 2 - 8d COMMON NAIL SPACING NAIL'SPACING AT INTERMEDIATE. be installed with #5 re�bar, 18 long at 12 o.c.. Use approved-epoxy for installation. P TO JOIST END NAIL SHEATHING LOCATION NOTES N AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5). Unless otherwise noted,all slabs on grade to be 2500 p.s.i.. Concrete to be Y: TO JOIST 2 - 8d COMMON END NAIL ON *6"O.0 8d COMMON @, 6"O.C. SEE NOTES: 1,3 > poured on 4 inch thick sand or gravel fili.with 6xb wire mesh reinforcing. Interior slabs g)• CATHEDRAL CEILING ASSEMBL . Z 8d COMM Where'a ridge is to be used as a structural beani�,'the rafters shall either be notched and BLOCK1Nt; TO: EACH TOE �, „ SEE NOT1=S: 1 (BOTH FIELDS) a� to be minimums 3.1/2 inch thick. All fill to be compacted to 95% relative density with g 3 -16d COMMONINTERIOR ZONE 8d COMMON @ 6 O:C 8d COMMON @ 12 O.C. Q� 6 ,� anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL. NOTE:.2 FOR PANEL FIELD 4 Z 6 maximum lifts (layers). 1-0 " along the open ceiling part of the building: Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. cl COMMON-@ 4" O:C. SEE NOTES: 1;3 6). Crawl spaces to be rovided.with a minimum'18 x24 access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMO JOIST NAIL p- 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOT .~ DECK -AND COVERED PORCH :NOTES: JOIST ON LEDGER 3 .84 COMMON PER TOE ES N 7). Damppebof exterior of foundation with bituminous coating as required by durrent JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED T MENTIONED'IN SCHEDULE NOTES ONLY. TO BEAM 1 Unless otherwise�noted,'all framing material to be#1 ACQ pressure treated lumber- CIE TO IF MENTION Ul: N.Y.S. Residential Construction Code. A 6-rn!I polyethylene fl1m shall be applied over )• g � BAND JOIST PER END the below grade portion of exterior walls prior to backfillirig. All fasteners, hangers and anchors to be galvinized or stainless steel: TO JOIST` 3 - ibd COMMON -JOIST NAZI. 1 ,`For roof Sheathin within 4 feet of the erimeter ed e of the roof, includin 4 feet on each side of the roof U S p g. g peak. 8). Drainage as' required by"current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to'each post with washers'and nuts. 2 -J6d COMMON the 4 foot perimeter edge zone attachment required:shall be.used. Q� SILL OR TOP PLATE FOOT SEE NOTE- BAND JOIST TO PER TOE NAIL Girders on concrete piers shall be anchored with proper steel connectors anchored • 1 FRAMING NOTES into concrete with.a minimum 1/2" dia x 7" long`anchor�bolt with�Washers and "nuts. 2). Tabulated 12 Erich o:c:"nail spacing assumes sheathing'attached to rafter!truss framing members With G>0,.49, 'ROOF -SHEATHING: 1). All framing techniques and methods as prescriptive design of.current SBC High Wind �)•'Posts supporting girders shall be anchored to;a 12"x12"x12" thick concrete footing. NAiL NAIL "For framing members with �fJ,42<G<0.49, the nail spacing shall'be reduced to b inches D:c. JC)iNT;DESCRIPTION Edition Wood FramingConstruction-Manual. • " _ QTY. SPACING �3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter%truss'framing members with G>0:49. Far Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be.3 ft. below grade. Porches,with covered roofs shall have 12" dia. concrete piers for the girders: STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c'. 2). Unless-otherwise:noted,'all framing and structural wood.material to be#2 + BTR. WFCM - SBCCD WALL SHEATHING -REQUIREME1�tYs FO�t 1�U1Nt7 LOADS:, Douglas Fir. 4). deck joists to have blocking at 8'0 o:c.. m N E - CEILING S HEATH I N G: LOCATIONNAIL,SPACING NAIL,SPACING AT INTERMEDIATE m SHEATHING lNG NQTES' X , .5 3). Floors;walls, ceilings and rafters to be spaced at 16 inches o.c.unless noted 5 .A iriinimum of 10 inch flashin shall be installed between the buildin and led er. NAiL NAIL AT PANEL EDGES SUPPORTS 1N THE PANEL. FiELD� o m -2 $ g g JOINT DESCRIPTION m otherwise. Ledger to�be fastened.to building with 1/2" dia. bolts with washers and�nuts QTY. SPACING SEE NOTESi. 1 ;3 (BOTH FIELDS) p `� ° a WEDGE ZONE 8d COMMON i9 b" O.C. Bd.COMMON 9 12".O.C. `� x o where'needed: GYPSUM 7" O.C. EDGE NOTE: 2 FOR'PANEL FIELD U 4}. Uniess otherwise noted ,'al[bearing wall headers to be (2) 2x10 42 + BTR. Doug. Fir. 5d COOLERS w 0 Bearing wall headers to have 2 jack studs and 2 full fen h studs on each side of all „ .. 'WALLBOARD 10" O.0 . FIELD JINTERIOR ZONEtad COMMON @ 6" O.0 8d'COMMON @ .12" O.C. `SEE NOTE: 3 o v o B i g ( 1 ( ). 6).Concrete pieis,ihall be.a minimum 6 above grade. 1 - openings. LVL headers to have (3) jack studs and (2) full length studs on each-side of E .0 W ALL SHEATHIN openings. Bearing wall window'sills 'shall also have(2) vvindow sill plates for 2x4"wall NOTES 7). All joists to be supported with haligers'and anchors. Each ,foist shall also be anchored openings between 4'1 and GO and 2x6 wall,openings between 5011 and 8'9. Provide fire to irder s . JOINT DESCRIPTION NAIL NAiL U m ;~ :arid blocking where applicable. g () QTY. SPACING THESE' NOTES'ARE,'ONLY TO:BE REFERRED TO IF MENTIONED`IN SCHEDULE NOTES'ONLY. N v 8): Covered.ltoofs shall be assembled and'anchored the same "manner as: a typical buildin : STRUCTURAL O AS PER TABLE 3.9 o 14 :5). All flush beams/headers to be installed with heavy duty galvinized"hangers and tYp $ 8d COMM 1}. For wall sheathing within.4 feet of the corners, the 4 foot edge zone attachment requirements shall PANELS WFCM - SBC be used: �-' anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" "OSB 3" O.C. EDGE Bldg l Dept copy from ZBA 6d COMMO ents PLYWOOD 6" O.C. FIELD 2 Tabulated 12 inch`o.t.ria l spacing assUhries"sheath'in' attached to stud framin members with Vi#W�3`P 1 All water su 1 drainage and venting to be installed as per N.Y.S. Residential. )y p g g g and�e 6). Double up floor joists under Malls that run parallel to the floor raist and under,; "bathtub.. )• Pp Y• $ $ p z A Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code:. GYPSUM 7" O.C. EDGE G>{}.49. For framing members with 0.42<G<,"the nail spacings sliail;be reduced to 6 Inches a:c: Date, on plans.. " i al a a! 10" O. 3),`Fo xterior panel ldin , alviniied box nails shall be ermitted to be.subst`►'tuted for common nails. w WALLBOARD Sd COOLERS FIELD 7). Provide 2 - 1-3/4 thick microlams ( height"to match floor joists) around stairwell and%o 2):Verify septic system with the Engineer for Suffolk County He th Dep rune ' 'apprav r e s g g p other access openings unless otherwise noted (typical), FLOOR SHEATHING: , 3). Ifwall'sfu& plates or.joists are cutout-during installation for any plumbing related work,- NAIL NAiL UO JOINT.DESCRIPTION,8). bormers runni`n u roof rafters are to be supported b double rafters on either side provide`adequate.bracing and plates to,protect and-secure the structure. Verify the QTY. SPACING 1).PaoviflE'sts"TYPE'x SHErTRocK iFIRE 51 OPPiNtr A110'0 M,4X=MUM bISfAN�i s Folt NON J1eCE5Slgll AREAS. 0 g . P PP Y s 2).USE SIMPSON HANGERS AND ANCHORS WITH Z MAx TRiPPLE PROTECTIVE COATING FOR CONTACT WITH AOC . U) State code and manufactures recommendation for maximum hole size and spacing permitted. „ where applicable unless otherwise noted. STRUCTU RAL-PANELS 6 O.C. EDGE 3).INSTALL.T•C62 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. V OR LESS 8d O 12" O.C: FIELD COMM 9). Provide blockin rid in ir. floor joists At 8 0 o.c.. Use solid blockin in�floor joists HVAC SYSTEM NOTES g/b g g • r g • r N under all bearin;walls. NOTES as reclulred by current NY!Residential code=FiREBLOCKiNG REQUIRED H t 1). Mechanical subcontractor isresponsible for adhearirig to°a11 applicable codes and safety Fireblocking shad be provided to cut off all concealed draft openings(both vertical and l;arizontal) requirements. NOTE: and to form"an effettive fire barrier between stories,:and between a top.story and the roof space, 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF' CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shalt be prodded in wood-frame tonsnvcfion in the follorv[ng Iocatiotis: x needed. 2). HVAC subcontractor is to full coordinate all stein data and requirements with the MENTIONED IN NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY: � }/ system q 1). Iri�cohcealed spaces,bf dudvraiir"and partitions;including fiirred`spaces,'at the ceiling acid floor equipment supplier. levels:Concealed horizontal fu►reit'spates shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, -all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wail sheathing Peet:.Batts or blankets of mineral or glass fiber shall be glkxwed as fimblocking in walls constructed g g plywood. N^' P 3 `. HVAC-subcontractor to provide final stem la out drawnn and submit it to the General nailed 6 on-center at the panel edge. if wall sheathing using parallel rows:of studs rlrsraggered studs: CDX"exterior sheathing lade 1 " ood. Plywood to cover over,- later and headers.. " SOIL COMPACTION- 1).Y P P g g Contractor and owner"for final review and approval, $ is nailed 3" oh-center at the panel edge to obtain higher 1).NEW FILL TO 8E CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all'Interctinnections between concealed vertical and horlaontai spaces such as okci ur'at soffits; 12). Unless otherwise noted use'V thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceiiings, shear.capacities, nailing requirements for structural REMOVE AND.ADD-ADDITIONAL FILL AS NEEDED, adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doLbled, or alternate connectors, 3)r:lri concealed spaces between stair Aringee"s at thetop and bottom of the ivri.Enclosed spaces v iN gRc�y over subfloor as per manufacture's instructions.. such as shear plates, shall be used to maintain load path, z)•COMPACTION dF`NEW FILLSHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.-Residential Code: � Sea, 1)..All electrical to be Installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM b 698 AND ASTM D 1557)- eC7MPACT THE, SOIL AT 12' LIFTS(TYPICAL).CONTRACTOR-To NAVE`Fill. 4).:'At openings arbund vents,pipes and ducts at selling and floor'level,to resist the free passage of '13). All bathroom walls to have t/2"-thick moisture-resistant sheetrock. Garage walls -and 2).When wall sheathing is continuous over connected p N 2 , All electrical work Shall be a roved a qualified Underwriter. TESTED BY A PROFFE5SIDNAL AGENCY FOR COMPACTION. flame and, roducts'of tornbustion. rr < ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building ) PP by q members,the tabulated number of nails shall be ermitted to have regular.1/2" sheetrock. All wafts to be taped and finished. p 3).DO Ndf BACKFiLL UNTi'L FiRST-PLooR DEck,cONS Uctl6k, �5).'For the fireblocking.ofzhirtineys and"fireplaces,as required'by curretit'N.Y,S.Res[dential"Code. U'), 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current to be reduce 1 bd nail per f ooR;Is coMPLl-ri: -9� �223 OQ� DRAWN: VC/MS d tol - it a foot. INCLUDING SUBFL 14). All roof with a pitch less than 4:12 shall be installed with an lie&Water.barrler or N.Y.S. Residential Construction Code. ccOF �.t SCALE: approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM N E JOB e torch down type material over. June 19th,2019 SHEET NUMBER: 16).All sill prates and wood in contact with concrete to be pressure treated. Sill plates to be installed with a foam sill gasket and"cop-r-tex termite shield or,appeoved equal: PERMIT SET (10/17/2017) - UPDATED 06/19/2019 A-6 REVISIONS: gna . 1 AP ROVED AS NOTED � DATE: B.P.#t COMPLY WITH ALL CODES OF FEE: BY:- y _, v NEW YORK STATE & TOWN CODES Q NOTIFY BUti:'*wiG DEPA;fl-MEN7 AT <w O O 765-1802 8 AM TO 4 PM FOR THE AS REQUI AND CONDITIONS OF EXIST P05T 4 FOLLOWING INSPECTIONS: S"OID TOWN ZSA PAIL FENCE 1. FOUNDATION • TWO REQUIRED OA N 2 FOR POURED CONCRETE --_-$ . '"�q}`L-4- u Hom LOT 00 2. ROUGH - FPAM4,tC-, & PLUMBING 3. INSULAT'` Ste' TRUSTEES N bq° 22' 00" E 140.00' a. FINAL � ' �,^.! ,;.,J MUST MAP BE COW-, - V ? '`:r G.w LINE ALL CONST . • :"i SHALL MEET THE REQUIREMEt: :� OF THE CODES OF NEW O YORK STATE. NOT RESPONSIBLE FOR ~ m ~ m Q DESIGN OR CONSTRUCTION ERRORS. DRAINAGE INSPECTIONS ARE REQUIRED Ntil � Ntfl � Nt�SI NWT • Q Contact TOS Engineering at 765-1560 before O W O I ' on that hBackfle�dral dra OR inage b de in Installed to Code. • 39.7' OCCUPANCY OR EX15T FY55 USE IS UNLAWFUL � ELECTRICAL WITHOUT CERTIFICATE INNSPECTION REQUIRED W { EX15T ASPHALT OF OCCUPANCY i DRIVEWAY EXIST I ENERGY CALG5 DETACHED rz ARAGE LOT 7q O Cavity Continuous TRUSS PLACARDlNG RFQU=RcG (No GHANOE) � O Component Assembly Orientation Gross Area Insulation Insulation U-Factor UA SHGC 1 Q • _. R-Value R-Value Building 0 L1 1jJ Ceiling t i i �- 1 -�rWell i -- —v—- --'—�- -'Wood Framer SS iso c r _ t 294 ft2 49.0 —0 0 0 oz6 34 PLUMBER CERTIFICATION Z iUnspeciii.- 1240 �ft2 15.0 0.0 0.077 80 I Window l VinyMberglass Fram..., 'Unspecified i 156 ft2 0.28 44 0A ON LEAD CONTENT BEFORE Zi Doorl Solid unspecifed 40 nz _ _ ( o.za 10 CER TIFICA TE OF OCCUPA NC Y Q -j '- 'FloorI All-Wood JoistlTruss:0..,• I 1294 i1112 30.0 0.0 0.033 43 SOLDER USED IN WATER Q TOTAL: 211 (7.046 BETTER THAN GORE) SUPPLY SYSTEM CANNOT EXIST 6' MAX ALLOWED UA: 227 EXCEED V 10 OF I% LEAD. O PROP oHOUSE B / 47 2' / I FENCE ADE PLUMBING . 05E eAn, n �i DO NOl'PROCEED WITH ALL PLU,�. C!1,4G V%'ASTE PROP 510 5F 1-5TORY - FRP;t.�li�yG UNTIL SURVEY ,&WATER LINES NEED � LL z - EXTEN51ON d ram. o W �- - CPH:S BE: v APPROVED. N tESTIt?dG BEFORE COVERING, JU o > I / /_ EX15T wQ R / 8.0' LINE of EXIST HOUSE _ ; O UTDOOR riorli kiting U I - Q All exte €; 6.0 FOOTPRINT p tY EXIST GONG ,�/ Installed,replaced or W o m w �GO�/ER repaired shall conform n � � PROP REAR V, o EXIST I-STORY STOOP to Chapter 172 '�"'�, I PROF C16 5F FRAME RESIDENCE of the Town Code Z COVERED PORCH \ I EX15T 6' 0 .� 1 \ GHAINLINK p ' PROP FYSB 39.2' I FENCE cn ' 0.5'E to PORCH i � � N � �EXIST I / ^ \ /i CHIMNEY 1LI Z LOT 70 1 o U O . mi m � j < � � O >� o PROPOSED z v &'(P x 3' DEEP \ Z DRY WELL EX15T MONUMENT Q }— FOUND I 5 bq° 22' DOp l�l _.._ . . — . . 140.00' . . v m 0 v o , gi 2 o r., CLI u LOT 77 < z o v .� m 51ORM NATF-R MANAGEMENT DETAIL5 N.T.S. `f' V M r, rn T1, cn CA I�J �_6UTTER - STANDARD 5 NOTES: (4q.5) EXECUTION: 0. DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PRESERVED. 2. PREPARATION: `~ f�,4Y �, Y w/ 51 LTNG{NG a. GLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. 0 FROFOSEI� 51TE FLAN � b. PREPARE 5URFAGE5 USING METHODS RECOMMENDED BY THE � LIMITS OF CLEARING TO DRY WELLS TO BE 10' MIN. � BE NO MORE THAN 20 AWAY FROM HOUSE SUBSTRATE UNDER THE PROJECT CONDITIONS. SCALE: III = I0'-D' MANUFACTURER FOR AGHIEVIN6 THE BEST RESULTS FOR FROM PROPOSED WORK c. PAINT CONGEALED METAL SURFACES $ 5URFAGE5 IN N LOT AREA: 14,000 SF AS INDICATED ON SITET1 I " ��o o CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE E� EXIST HOUSE: 1&4 SF PLAN BAGKIN6 PAINT, EXIST DETACHED GARAGE: 616 5F 3. INSTALLATION: ROOF AREA: 606 S.F. 0. PERFORM WORK IN ACCORDANCE WITH THE GDA HANDBOOK 6 cUl� PROPOSED HOUSE: I2G4 5F THE DRAWINGS. PROPOSED PORCH: c16 5F 2" RAINFALL per HOUR GALL: 606 5F X .167 = 102 GF b. GUTTER TO BE PITCHED TOWARDS LEADER I" to 2" FOR EVERY 40' OF RUN. PROVIDE (1) &'4) x 3' DEEP DRYWELL (I26.66 G.F. EA) C. SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. d. GOPPER/LEAD: FLASH d SOLDER GUTTERS TO DOWN5POUT5 TOTAL DRYWELL CAPACITY: 126.66 G.F. 8 AGGE55ORIE5. e. ALUMINUM: RIVET 4 GAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. f. CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDIGATED, SEAL CONNECTION WATERTIGHT. 4. PROTECTION: �EREDq,4 a. PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF �C PROJECT. Q; � „ ;� Scy �>` DRAWN: VC/MS b. TOUGH-UP, REPAIR or REPLACE DAMAGED PRODUCTS BEFORE i y �n SCALE: SUBSTANTIAL COMPLETION. JOB#: 'P - _ * October loth,2017 �A SHEET NUMBER �. �22339 0 CFNEW� S- 1 PERMIT SET 1 REVISIONS: C W op H q'-•1fl 4'-8"± 6'-II11+ 15'-1"± 5'-0" ~ t� NEW 24" 50 PG FTG (MIN 36" B.G) H w/ 12" 50 PG PIER 4 4x4 AGO P05T w/ 5I MP50N UP-LIFT CONN 41 �.. _ _ _ _ _ _ _ _ - j MEGHANIGALS I I MEGHANIGALS I I NEW 2x10 RIM BOARD w/ I (b w U +' I EX15T I i I EX15T L - 5/,5" LAG BOLTS @ 32" O.G. z L u I G w v (DOUBLED EN05) w Q� L w I GL � � � I o 0 0 0 0 0 X -� rN �_ EXIST N _� I \z EXIST '�`� u — w.� V� I- -- - - - - - - - - - - x BASEMENT X I- - - - - - - - - - - - W BASEMENT zl 4) 'u (,'-4Y2" GLG) L' (1-4y2 GLG) j _ I PROP xa DJ ® 161, O EX15T (3) 2x6 EXIST (3) 2x6 �` _ _� EX15T (3) 2x6 �— EX15T (5) 2x6 _� O.G. F,. —� -f'-- � - _7 GIRDER (VIF) GIRDER (VIF) GIRDER (VIF) GIRDER (VIF) a- I •� Z tQ ;--4 ,.. +1 O 0 U Oi @� `X.cz x - V1 ® ® %n N N�� + EX15T U- EXIST `� v N `L v I N.o o LAUNDRY N o x (3 o — LAUNDRY P P N �_ p.� 2 T z x X EX15T w w — w �'-5"+ UTILITIE5 !" EXIST El UTILITIES -- -- -- ------------------------ --- - - ----- -------- - -- ----------- ------- --- - -------------------- -- ------- ------------- y .L L s"•1 • L L� 1 1 d I' 4I' ! •'. L , NEW 8"xlb' PG FTG ;f REMOVE EXIST PG FOUNDATION NEW 4" LG w/ PROP 2x8 FJ � NEW 8" PG FDN WALL w/ (MIN 36 DEEP) w/(2) WALL FTG $ INSTALL NEW (2) WELDED TOP 4 16 O.G. w/ TEGO #4 R/B d 2x4 KEY BITUMINOUS COATING, 2x10 GIRDER w/ TEGO BASE PLATE $ GONN d R-30 A5 REO I 1 REINFORGED w/ THE GONNEGTION 12"x24" PG FTG BATT IN5UL FOLLOWIN I _ m `y o G: O �, O (1) #4 HORIZONTAL R/B TOP 4 u- PROP BELOW w/(3) #4 NIA cn BOTTOM c!J �' z �p tX z REBAR EACH WAY '.w x ire u EX15T1N6 FOUNDATION PLAN I I x � t - BASEMENT EXTENSION x a ,� - �.Q �° o O (1) #5 VERTIGAL R/B @ 36 cN z N z r (TYP 4} I �' SCALE: 114 I 0 — O.G. (HOOKED INTO FTG) Q- z Q (MATCH EX15T GLG HEIGHT) IL z Q O x a (4) #4 HORIZONTAL R/B EOL � O °� NEW 4" PG SLAB w/ (U m z �' �, � 5PAGED A5 REO (5EE LAYER bx6 lor(o WWM 4 (1) �' 5E(TION) v LAYER OF 6 MIL PV �° 6n — — — — VAPOR BARRIER — :r. ,. •'.•' !f] 0 1 47'-2" t-'r c1� FROP05D FOUNDATION PLAN N SCALE: 114" = 1'-0" 0 WALL LEGEND: H [� EXIST FDN to REMAIN � _ EXIST to be REMOVED 0 NEW FDN CONSTRUCTION rU rIC �zE�qRc ��v I N Sc y% DRAWN: VC/MS SCALE: T� 1 JOB#: .9 0 October 10th,2017 22 9 0 SHEET NUMBER: OF N EW-4 { PERMIT SET A- REVISIONS: W 40 21'-7"± 7'-10"± 45'-I"± C) F--t 12'-b"± 3'-8"± 6'-8"± 15'-10"± 6'-D"± ol F-1 t� EXIST STOOP A $ A-2 TW2842 TW2842 TW2842 EXIST I � — � ---REF EXIST FIREPLAGE m FIREPLACE [Obo OVHD PROP TAPERED � 0 GABS PROF COLUMNS w/ STONE V EX15T ° o LIVING DINING PROP BASE (TYP 2) STOOP ROOM XIST LIViNC� D r COVERED ROOM I 3 i } (CATHEDRAL I I PORCH EXIST LAND GEILING rn 4 x ° KITCHEN _ , ° o (SLOPED GLG) EXIST +i D --------� ,�, ° >.� ENTRY 12° ovHG D PROP (SLOPED GLG) KITCHEN EX15T B11 GO OPEN PROP PROP ��,`� (CATHEDRAL RAILING U UP STOOP ,y0+ CEILING) O kn +6 B RINK PROP p PROP WINE PR VP UP +1 p� EXIST BEDROOM PNTRY REF ° I R DN NEW +6 0 O BEDROOM I ` ---J 3°x be PKT -- V E Li +1 - - --- -- ---- - ---- -- ---------- ---- -- - - --- - - _ - - --- --- N b LI +� OUT OR OUT OR �+ LE:I Fz ................ ----------- b \ i �ti I =_= j � _ - LIMIT OF PROP +se PROF___ VL ABOVE PROP CL BEDROOM PR PROP -- BEDROOM OP Q '-b"+ 8-7 BATH 7'-l0"± BATH — - - (q-b VAULTED ., X w o BATH GEILING) cv — +� +� W/D ------ y ,n cv r� cv f~ o Q1 M M O v X -. I�J � ����JT FLOOR PLAN LIMIT OF M e 1 + EX TIN L L I Q mo ° VLTD GLG .... 11 PROP n. 100 N SCALE: 114 = 1-0 O O O O !"' X O o �k.+b ABOVE w WIG92 PRO v _ -- -- - - -- - - - - - - - o v L z z>: i 6 - - + TW3046 A31 A31 TH5046 00 A EGRESS AWNING AWNING EGRESS B N o w A-2 A- t� 14'-2"± 5'-O"± 4'-0"± 47'-4"± FROFOSED P I R57 FLOOR PLAN � N 5CALE: 114' = 1'-0" 0 WALL LEGEND: N Q EX15T to REMAIN NEW WALL GON5TRUGTION W DRAWN: VC/MS SCALE: JOB#: , r r April 17th,2017 SHEET NUMBER: A-2 REVISIONS: _ EX15T GHIMNEY O W EX15T 6" 5OFFIT @ EX15T 12" 5OFFiT i I FRONT — REAR i II Lj - -ALTA—ILILA h--� EX15T 11 y2 5H1N6LE ^ EX15T BILGO DOOR5 Q r RI VA .0,; EXIST �=RCNT ELEVATION EXIST R16HT ELEVATION U SCALE: 114" = I'-0" SCALE: 114" = V-0" o 41 � 3 U .� Z O � U O M 03 ` F_ O 14 ll i o r, a 12 Lo w u l +1 — •ca V Lr) ., NEW CEDAR SHAKE 519IN6 I Z6 +1 -ILL = - J 7 NEW 5TONE I L_ I FAGADE i II - ` p1l, ILI ' � I I I FRCF05Er� FRONT ELEVATION FROPOBE:'� R16H7 ELEVA71ON � SCALE: 114" = 1'-0" SCALE: 1/4" = V-0" d ul) 4 S IN s cy DRAWN: VC/MS * 1, SCALE: �� 1 �' I N JOB#: 1 A - * October loth,2017 SHEET NUMBER: �0F N E`N-4O PERMIT SET A-3 REVISIONS: 7777 W i� EXIST It Y2" 51-1INGLE - SIDING EX15T OUTDOOR EXIST OUTDOOR SHOWER 5HOHER Fn-a t r H EX15T BILGO DOORS EXIST REAR ELEVATION EX15T RIeHT ELEVATION SCALE: I/4" = 1'-0" 5CALE: 114" = 1'-0" O Z O v ' 0 V O I I X .-.T u v P� n M O X C 1 J J Ll — --- c�z GJ Lir) G it I 11 1111 I ih I I 1 11 111 11 1111 11 11 1 11 1111 O v � +; `t c rn U mom. I v ® EXIST OUTDOOR ILIIll I t I LI o w LETEU 5HOWERhue, � +i LILLLI r�r 11Lfflu-IL I tl 11 11 IL �LL_I ILLI LII L EXIST -- OUTDOOR i 1 LILILL E - _ - SHOHER to I REr'AIN 11 11 111111 111111 11 Hl 11111 1111 11 111111 1 1 a 11 1111d 111111I1111 illI I I U N i=R0F05ED REAR ELEVATION IZR0F05E:� LEFT ELEVATION 5CALE: 114" = I'-0" 5CALE: 114" = 1'-0" <G Lv!) �!; Nov IN 3NN yid DRAWN: VC/MS N SCALE: * JOB#: " "9 October 10th,2017�10' N E\N' � SHEET NUMBER: NE PERMIT SET A-4 REVISIONS: C M-1 W h---1 _ _TOP_of RIDGE NEW 2x12 1 ELV 18'-8"± — RIDGE REMOVE EXIST ROOF IN IT'S ENTIRETY 8 INSTALL NEW 2x10 RR 8 lb" O.G. wl Y2" GDX PLWD, 15# FELT, TOP of RIDGE _ NEW Y2" GDX PLWD $ 15# FELT w/ 12 235# ASPHALT 5HINCLE5, d ELV 14'-0"± NEW 2xI0 235 ASPHALT 5HI A LE5, 4 � A5 REQ IGE-5HEILD UNDERLAYMENT AS REQ NEW 2x4 G.T. @ 48" RIDGE O.G. LOCATED IN 12 NEW 2x8 GJ @ 16" UPPER Yard OF NEW 2x8 RR @ O.G. w/ R-4q V ATTIC O.G. BATT INSUL c )( c ) 1 NEW R-30 1 ( � ) � �� � � ( UNDER51DE DECK if �J BATT INSUL UNDERSIDE.SOFFIT ELV q'-O"± ROOF GIRDER d _ HOUSE SOFFIT — --- NEW 2x8 CJ � 16" O.G. wl NEW Y2" GYP NEW 12" OVHD VENTED C) ELV q'-O"± NEW 2x8 GIRDER _ NEW Y2" GYP k '� BRD WALLS NEW 12" OVHD VENTED R-4q BATT INSUL (REMOVE BRD 0 WALLS SOFFIT ;n NEW 2x8 GJ GL� SOFFIT EX15T 2x4 EXIST SLOPED KITCHEN GLGS EXTERIOR WALL - _ CEILING AS REQ NEW 2" CLOSED CELL SPRAY FOAM 4 R-15 16 O.G. lz I I GONTRUCTION w/ O PROP BATT IN5UL (TYP ENTIRE EXTERIOR) _ PROP MASTER NEW GOLUMN5 — i3 NEW 2 GL05ED CELL SPRAY rn p NEW CEDAR SHAKE PROP PROF BEDROOM ! - ;- BEDROOM FOAM $ R-►S BATT INSUL O PER HOMEOWNER ,. . 510IN6 KITCHEN NEW 2x4 PNTY a „ EXTERIOR WALL CONSTRUCTION: 1 c> NEW 2x10 FJ NEW /4 GDX T&G „ a (BEYOND) �u� a „ Q =+ INTERIOR SUBFLOOR w1 NEW 2x4 STUDS @ 16 O.G. wlY2 GDX NEW , GDX TAG p EXTERIOR WALL CONSTRUCTION: WALL 16 D.G. 4 PLYWD, TYVEX VAPOR BARRIER & NEW 2x8 DJ @ NEW 2x8 SUBFLOOR w/ C R-30 BATT FINISH FLOORING r NEW 2x4 STUDS @ 16" O.G. w/Y2" GDX CONSTRUCTION NEW CEDAR SHAKE SIDING 16" O.G. d %4"xb" GIRDER PER HOMEOWNER N PLYWD, TYVEX VAPOR BARRIER 4 INSUL PER HOMEOWNER DECKING (BEYOND) NEW CEDAR SHAKE SIDING GRADE ' ' os - � 111 - NEW2x4BELT@32"L PL 8" '� ��� " � ANCHOR BOLT ® 32" O.G. (MIN GRADE _ _(VARIES=VIA EX15T 2x6 GJ @ Ib' _ NEW TEGO NEW (3) 2x10 4 EMB) -� 1 . . — ELV O-O O.G. w/ R-21 BATT LVRO'_0" ViF U INSUL (VIF) CONNECTION GIRDER w/ TEGO " NEW 12"(P PG NEW 8 PC FDN WALL w/BITUMINOUS NEW 2x4 SILL PL w/ ^ . GONN ►- ^ „ NEW 8" PG FDN WALL wi/ BITUMINOUS COATING, REINFORCED w/ THE FOLLOWING: 50NBTUBES (MIN 36 P %" ANCHOR BOLT ® COATING, REINFORCED w/ THE FOLLOWING: EAST PG FDN +, > EXIST EXIST (5) PROP BA5EMENT xi (1) #4 HORIZONTAL R/B TOP 4 BOTTOM B.G.) w/ 4x4 AGQ P05T = 32 O.G. (MIN 4 EMB) +' WALL (VIF) v +� Lu Fu +� x (1) #4 HORIZONTAL R/B TOP 4 BOTTOM i 5ASEMENT 2x6 GIRDER O = (1) #5 VERTICAL R/B @ 36" O.G. (HOOKED +' d 51MP50N UP-LIFT to Lu ' O $ _ (1) #5 VERTICAL R/B @ 36" O.G. (HOOKED (VIF) REMOVE EX15T PG FDN WALL v CONN (BEYOND) x r- m INTO FTC) v NEW 2x10 FJ 16" O.G. w/ INTO FTC) EXIST PG FTC w FTG d INSTALL NEW 4" LG W/ Q Q (4) #4 HORIZONTAL R/B EQL SPACED A5 i° Q d R-30 BATT INSUL (VIF) EX15T 4 L.G. w/ WELDED TOP $ BASE PLATE 8 N REQ NEW 4 PC SLAB w/ �(o J ° < _j (4) #4 HORIZONTAL R/B EQL SPACED AS WWM i-LAYER PVB {�Q TOP of SLAB PG FTC/ BELOW #4 RE" PG FTC BELOW w1 (3) TOP of SLAB (MAT( EX15T BASEMENT PROP BASEMENT o _ ,JMATGH EXIST -.VIF (VIF) #4 REBAR EACH WAY . Z_ LNEW 8"xlb" PG FTG w/(2) #4 R/B 8 _(MATCH EXIST -,VIF SLAB ELEVATION) NEW 8"xlb" PC FTC W/ (2) #4 R/B 4 N cu E ELV -6'-1"± 2x4 KEY • � ELV -b'-l"±Lltr ;• 2x4 KEY �`' � o EXIST PG SLAB NEW 4" PG SLAB w/ 10/(o rn (VIF) WWM d I-LAYER PVB c m (MATCH EX15T BASEMENT SLAB ELEVATION) `� w 5ECTION "A-A" 5EGTION ���_��� 0 °' '� SCALE: 114' = 1'-0" SCALE: 114„ = },_0" -� m U 01% tV O W Llr CJS W �U Vu„�) N mu I N 'Sc, * �� �-7j0 -4 DRAWN: VC/MS N SCALE: (P * JOB#: October 10th,2017 0p23344_ Oo SHEET NUMBER: PERMIT SET N E A-5 REVISIONS: WIND LC PATH CONNECTION AID CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOP,PROPER WIND REMANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER iCESHIELD FLOOD 4"MAX. SNOW SPEED DESIGN WEATHERiN LiNE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS KING STUDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED MODERATE SLIGHT TO 24/15 124 B SEVERE 3 FT. MODERATE HEAVY MODERATE 11 NONE 4"DiA.MAXIMUM OPO RAFTER CRIPPLE STUD DECK AND COVERED PORCH NOTES: LEDGER ' ' 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. RIDGE HEADER All fasteners.hangers and anchors to be galvinized or stainless steel. 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored 2! Girders concrete with a minimum 1/2"dia x 7"tong anchor bolt with washers and nuts. X RAFTER JACK STUDS ;a 3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete If footing.Use a minimum 1/2'dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft.below grade. RAFTER-TO-LEDGER CONNECTION 4).Deck joists to have blocking at 8'0 o.c.. O LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA. BOLTS 16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 5).Flashing shall be installed between the building and ledger. Lapping up the sheathing LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 IBga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-V4"x12"20ga. STRAP APPLY TO EACH JACK STUD and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers STAIR RAILING and nuts at 16"o.c ROOF LSTA24 14/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 I8ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RTT TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD w 1-1/2"SPACE 6).Concrete piers shall ibe a minimum b"above grade. MINIMUM 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. HANDRAILS •' 9).Use simpson hangers and anchors with Z-MAX trlpple protective coating or equal RAFTER for any contact with ACQ. H POST TOP PLATE HANDRAIL NOTES: H ^^ TOP PLATE All required handrails shall be of one of the following types H BALUSTERS or provided equivalent graspability. H RIM/DECK JOIST o 1).Type 1. Handrails with circular cross section shall have an �+ 2UN BALUSTER ATTACHED TO WALL WALL STUD o WALL STUD outside diameter of at least 1-1/4 inches and not greater than 2 inches.If the handrail Is not circular It shall have a perimeter dimension of at least 4 inches and not greater HANDRAIL CONNECTION RAFTER TO PLATEIMID CONNECTION than 6-114 inches with a maximum cross section of RAFTER TO PLATE(STUD CONNECTION dimension of 2-1/4 inches. LOCATION USP NUMBER DESCRIPTION APPLICATION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH Q� LOCATION USP NUMBER DESCRIPTION APPLICA71ON CONNECT EACH OF THE S1rAtRS. HANDGRIP PORTION OF ALL HANDRAILS RAFTER/PLATE RTIS TYDOWN ANCHOR 2).Type It.Handrails with a perimeter greater than 6-1J4 V SHALL NOT BE LESS THAN t-IM'NOR MORE THAN 2"IN "_ r r CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION Inches shalt graspable finger recess area on both 4 6 RAFTER RTtO i0-3/4 x 18ga.TYDOWN ANCHOR provide CROSS SECTIONAL DIMENSION,OR THE SHAPE SHAD. EACH RAFTER PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN.(2)1/2'DIA.GALV.BOLTS WITH WASHERS AND NUTS sides of the profile.The finger recess shall begin with a PROVIDE AN EQUIVALENT GRIPPING SURFACE B"-12"RAFTER RT20 21-1/8"x TOga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD distance of 3/4 Inch measured vertically from the tallest EACH RAFTER portion of the profile and achieve a depth of at least 5/16 ' Inch within 7/8 inch below the widest portion of the profile.The required depth shall continue for at least 3/8 , Inch to a level that Is not less than 1-3/4 Inches below the 0 �0 4"MAX. tallest portion of the profile.The minimum width of the handrail above the recess shall be 1-1/4 Inches to a 3 4"DIA,MAXIMUM GIRDEWHF.ADER maximum of 2.3/4 inches.Edges shall have a minimumC. -�ERED qRC Q� Z radius of 0.01 Inches. 0, ��V 11 Sc y�A GIRDER/HEADERy7 �C ` NAILING SCHEDULE o ' z JOIST POST/COLUMN ° N * fV " ° ° R OF SHEATHING: POST/COLUMN JOINT DESCRIPTION NAIL NAIL NOTES �22�3g OQ� HUI ti H CM. SPACING OP N ESN U GfRDER/HFADER STRUCTURAL PANEL 8d ASWFCMBSBCB h-� j?QST TO-GiRDERJHEADE'R CONNECTION ROOF FRAMING: LOCATION USP NUMBER DESCRIPTION APPLICATION JOiNT DESCRIPTION QTY. SPA AIL NOTES SPLICED J01M OVER HEADEIVOIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN RAFTER TO 8'WALL:3-8d COMMON EACH L1ECK/PORCH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST TO-G1>iDER/HEADER CONNECTION TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN CEILING JOIST 8'WALL:3-8d COMMON EACH IST JO TO GIRDER/HEADER RTIO TY USE MIN.DOWN ANCHOR CONNECT TO EACH JOIST (2) 1/2'DIA.GALV.BOLTS WITH WASHERS AND NUTS TO TOP PLATE 10'WALL-4-8d COMMO JOIST TOE-NAIL M N CEILING JOIST TO AS PER TABLE 3.7 EACH FACE m PARALLEL RAFTER WFCM-SBC LAP NAIL x CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE � c) o OVER PARTITION WFCM-SBC LAP NAIL O u COLLAR TIE AS PER TABLE 3.4 EACH FACE ° FARING PLATE TO RAFTER WFCM-SBC END NAIL fT5 v U GIRDER BLOCKING EACH TOE 2 -8d COMMON o q' TO RAFTER END NAIL 5 J.- d. co o - RIM BOARD EACH END - TO RAFTER 2. 16d COMMON END NAIL ir, V .. ° WOOD JOIST `° ' U' .• >• . � ..may+ V S Y C4 . " WALL FRAMING: o w LEDGER 1I CONCRETE PIER • .." JOINT DESCRIPTION NAIL NAIL NOTES ° GIRDER/HEADER Il QTY. SPACING WOOD JOIST '• >" " WOOD JOIST .>"". TOOP ATTEO 2.16d COMMO PER FACE NAIL "�s> TOP PLATES AT JOINTS FACE INTERSECTIONS 4-16d COMMO EA.SIDE NAIL FLUSH JOISTS WITH HEADER/GiRDER, DOUBLE 2x STUD TO 24" FACE 2-16d COMMO(MINIMUM) STUD O.C. NAIL E- CEILIN ►JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADER HEADER/GiRDER-TO-POST CONNECTION HEADER TO 16"Q.C. FACE U LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS®16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I OR BEAM LOCATION COMMON IF ABLE,SET FiR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS 1 LOCA710N USP NUMBER DESCRIPTION APPLICATION HEADER ALONG EDGES NAIL 0 TO ALLOW FOR SHRINKAGE. ROD I I REQUIRED (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END 1 I FOR STU (3) BEAMS fiAU66 bl�WE66 LOST'/BEAM ANCHOR APPLY TO EACH PIE PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL E..4BOTTOM PLATE TO: `e r FLOOR JOIST.BAND JOIST. 2-16d COMMO OOT FLASHING TUCKED UNDER FACE NAIL N I I END JOIST OR BLOCKING F- TOP PIECE OF SiDING AND LAPPED OVER FIRS'CONTW. THREADED ROD DECK FRAMING: PIECE Of SIDING BELOW JOINT DESCRIPTION QTY SPANAIL CING NOTES UM 1/2"DIA.LAG BOLTS W/WASHERS CNW COUPLER NUT JOIST TO: PER TOE CONNECTED TO BLDG. @16"OC BRINGER 16 MINIMUM POST JOIST TOP PLATE OR GIRDER 4-Oct COMMO JOIST NAIL (2) EACH TOE o - ' END DISTANCE RIDGING JOIST 2-8d COMMONND NAIL n44 past ' ' . BLOCKING EACH TOE FLOOR FRAMING ANCHOR a p1 16'TUAo e '•� sti• = MINIM M s TO JOIST 2'Sd COMMONEND NAIL 2x JOISTS P � BLOCKING TO: EACH TOE o o EN ANCE 12 X12 Xl2 ~ r r r 3-16d COMMO �'s •• �• " " " SILL OR TOP PLATE BLOCK NAIL �ova "'+ '; ;p� •�;�' � CONCRETE FOOTING � >' b CONC.SLAB b •.. • v J V v � v (AS RECt) 'a .p o • LEDGER STRIP EACH FAC E BLOCKING FOR JOIST HANGER . a ~ •ti ' LAG BOLTS • ; d co L °'6 e' D PLAN > " JOIST ON LEDGER E 3-16d COMMO JOIST NAIL r 3'-0 ' ° PIER ° < HOLLOW COLUMN UPLIFT JO O DG R 3-Sd COMMONPER TOE DRAWN: VC/MS TO BEAM JOIST NAIL RIM JOIST/BD. a a , °�a �a�4a' SIMPSON STRONG TIE MODEL STRRI/2 BAND JOIST PER END SCALE: DECK POST FTG.CONNECTION 3-16d COMMO INSTALL AS PER MANUFACTURE'S RECOMENDATIONS JOB#: ' LOCATION USP NUMBER DESCRIPTION APPLICATION BAND JOIST TO: JOIST NAIL October 10th,2017 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING SILL OR TOP PLATE 2-16d COMMO FOOT TOE NAiL SHEET NUMBER: QE[KQaORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING P E A-6 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS • RAFTER WALL STUB END WALL CRIPPLE STUD BOTTOM PLATE RIDGE • HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL ' RAFTER JAC K STUDS FLOOR USP NUMBER DESCRIPTON APPLICATION ►-j 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF AL CORNERS IN f� ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION JUSP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP PPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18 o. SLOPE HANGER APPLY TO EACH RAFTER LEDGER ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE E FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR R17 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X1O LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC W WALL STU D /� THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF •' VENTILATION CHANNEL RIM BOARD CHIMNEY RAFTER AS REQUIRED O SILL PLATE(S) ' WALL SHEATHING RAFTERS MAINTAIN r r .♦ , , ■ r ., + r .H ` ` VENTILATION WOOD JOIST f�-•1 SIDEWALL FLASHING FOUNDATION • ' • ' ' ' � TOP PLATE BLOCKING Q FINISH WALL AND MOISTURE I H 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS 048"OC B ARRIER TO LAP FLASHING ; 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA Q� BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. �.'� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER • SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH tONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS �' PROVIDE HEMMED EDGE AT OPENINGS OF V4 INCH IN DIMENSION. FLASHING TO FORM CHANNEL INSTALL 4`0" O.C. . AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE V 13" - 14" LSTA30 1-1/4"x3O" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO N ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4p x 18ga, TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4`0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS N 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL N ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLO 1i WALL ROOFING LAPS BASE p FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME Z EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING bA_'4 f SIDES 4 INCHES AND LAPS NAILED TO SHEATHING1: 9 SHINGLES AT BASE MIN, 4 INCHES THROUGH VENT 4" V WOOD JOIST O TOP PLATE GIRDER/HEADER 10 L_'o 10 _'o 10 SIDE WALL FLASHING 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST ^^� AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION A RAKES PROVIDE HEMMED EDGES SO RAFTERS ASS TO FORM D DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.INSTALL 4'0" O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE i 2" HIGHER THAN LVL HEADERS CONFORM TO SLOPE SET FIR JOISTS APROX. / 8" - 16, MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR ;- +' PLATES TO EACH STUD m N o Lmo v DBL. SILL PLATE t=``� r� °` M o i" TERMITE SHIELD g ®�°'� I SUB FLOOR �' X o u SILL CASKET R:R r WOOD JOISTS �+ w T1'P. CONC. FOUNDATION ^ GONG. SLAB + r NEOPRENE I / `� o DAMP'PROOF EXTERIOR 6 MIL. POLY • E� - VS + r BOLTED TO STEEL BEAM WITH 10 GASKET "� '+ ■ 2x6 2x8 CONTINUOUS WflflD PLATE `-' u 41 6MIL POLY ON EXTERIOR V GRANULAR FILL ' r r r + r V 4 , 1/2 DIA. BOLTS ® 48 o.c. STAG. � STEEL COLUMN U 1 r try m 2 .4 u ♦ 4 4 o ° s ROOF JACK `�, � 05 'CONC. SLAB +. a �. � �� ■� STEEL BEAM cv ANCHOR BOLT EMBEDMENT: ( I +. o W d' ^ ' COMPACT FILL POURED CONCRETE: 7„ `++ 4" x 1/4" x 8" STEEL, i ► BLOCK WALL: 15 '4 � . � ROOFING LAPS + TOP AND BOTTOM PLATE V 0 • 4 • FLASHING AT , ' WITH 1/2" x 6" ANCHOR BOLT KEYWAY FOOTING p P a A'q v !a CONIC. FTC. .q �' n' SIDES AND TOP ` ®, w �• ; O ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS `� , I 1/2" GROUT • (USP LB PS58 OR B P583) I I -; REINFORCING 1BAR FOUNDATION 5/8" DIA, ANCHOR BOLT � 3" STEEL COLUMN REDq EME4 u')DRAIN TILE * p • ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS .r r ^r ( 10 KIPS ) /���� W ROOFING AT BOTTOM r r r r REV I N SC, /), H SILL PLATE TO FOUNDATION 1 STORY 72" OC CRAWL SPACE OR FOUNDATION SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL •►, Q TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3p STEEL COLUMN ANCHORED TO 24r x24 x12w GONG. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING * CU! ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC N� O 01 SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL 2 339 Q- N H 1 SUBFLOOR CONIC. SLAB GARAGE I DOOR FRAME JOIST 6X6 10 1 D WWM COMPACT FILL DOOR �— u i I USE 2X8 STEEL BEAM + FOR BLOCKOUT �� 4" SLAB • ' P.T. PLATE + W/ 6X6 WMM `� i ■ SLOPE o 4 DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT 1/2" AIR ACE �`< < I © • 7 1 2r , (WITH A NAILING PLATE IF NEEDED) ' a AT END AND , �• •• :• s� p OR HIGHER THAN AMES BEAMS F WOOD +q A Iwo �± :�. r • ' STEEL L BEAM OTO 1ALLOW FOR SHRINKAGE PROVIDE STRAPPING TO KEEP JOISTS ALIGNED RADE • r tJ I ( ) 4 4 4 O 6X6 W.W.M. 12" _ ♦ a • ,• a'•n p•'li MIN. .n q s�. 'x Q A a9 A d �'� + •4 ��„NOTCH BEAM FOR MUDSILL 1F REQUIRED -- MAXIMUM REINFORCING BAR NOTCH EQUALS 1 4 DEPTH OF BEAM A} � a � � • b'.+ o� I �—SUB FLOOR s I —11 4a r r REINFORCING BAR 4•. ° O•.�'P a� bIST DRAIN TILE ��--'vI •p d+ SHEET METAL / 30# FELT UNDER BEAM AT POINT ' 4�'` O• O• I — STEEL BEAM D� VC/MS 12 �. '• OF CONTACT WITH CONCRETE OR CONIC. BLOCK _r SCALE: d•! 3" PLATE (BOLTED TO BEAM) JOB#: TYPICAL CONIC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •A A SHIMS TO LEVEL BEAM October l0th,2017 REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM SHEET NUMBER: GARAGE DOOR BLOCKOUT PER141T ET BEAM POCKET A-7 REVISIONS: NAILING SCHEDULE �' NYS UNIFORM CODE: 2015 EDITION PLAN CONTENTS: WIND FRAMING NOTES fn:s 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAiL BUILDING USE RESIDEAL DWELLING When a collar tie is used In leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY. SPACING NOTES RESIDENTIAL CONSTRUCTION NOTES: In each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL; 3-ad COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4.8d COMMON RAFTER TOE-NAIL 1).The information within this set of construction documents Is related to basic design 2). RAFI"ER TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details.They are intended as a construction aid. not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST B'WALL: 3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL• 4.8d COMMON JOIST g y p g g p p PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes, The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CURRENT SBC HiGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM- SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM- SBC LAP NAIL EXT. BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, State, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM- SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in tine with studs below,the should be adhered to even If In variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in' BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) O 4 WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMMON ROOMS (OTHER THAN SLEEPING) 40 ►� (DO NOT SCALE DRAWINGS). )• TO RAFTER END NAIL First wall studs shall be connected to the foundation. sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 Inches in masonry block foundations, or lapped under po � g p P � GAURDRAILS ANY DIRECTION 200 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the of DESCRIPTION NAIL NAIL NOTES w QTY. SPACING (DESIGNED FOR CAT.C) precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY [--i specific use expressed or Implied In the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE E 2 - 16d COMMONPER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a St1t plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners, TOP PLATES AT 4 - 16d COMMONJOINTS FACE ROOF - FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE � or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMONO.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common Waits at 6" o.c. at the panel edges and 12" o.c. in the field, and FiRE PROTECTION synn.: 7). The General Contractor is,to consult with the owner for all built-in items 1/2 Inch gypsum wallboard on the Interior attached with 5d cooler nails at 7"o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE &CO2 DETECTORS SEE FLOOR PLANS �-•+ such as bookcases, shelving, pantry, closets,trims, etc. edges and 10"o.c. in the field shall be In accordance with the length requirements specified HEADER ALONG EDGES NAIL H in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION Q 8). Wind load requirements shall be taken Into account during construction. 6). TYPE it EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3 . 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK Q Qy FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: - PER FACE NAIL length adjustment factors in table 3.16. FLOOR JOIST, BAND JOIST. 2 . 16d COMMO FOOT SEE NOTE: 1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER iCESHIELD determine intended heights of finished floor(s) above typical grade. 7), INTERIOR SHEARWALL CONNECTIONS: • DEC" SNOW SPEED DESIGN WEATHERING LINE TERMITE DEC DESIGN UNDERLAYMENT FLOOD FLOOR FRAMING. LOAD (MPH) CATEGORY DEPTH TEMP, REQUIRED HAZARDS Allowable sidewall lengths provided In table 3.14 shalt be permitted to be increased when 2}. All footings to rest on undisturbed (virgin) soil. Interior shearwalis are used. Sheathing and connections shall be In accordance with JOINT DESCRIPTION NAIL NAIL NOTES RE 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. 120 B SEVE 3 FT. TO HEAVY MODERATE MODERATE SLIGHT TO 11 NONE - U 3). Provide 1/2"expansion joint material between concrete slabs and abutting JOIST 7O: 4.8d COMMON PER TOE � concrete or masonry walls oc:curing in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill later shall be have steel connectors In accordance with table TO JOIST 2 -8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for Installation. 3.5. P SHEATHING LOCATION AT PANEL EDGES SUPPORTS iN THE PANEL FIELD NOTES N BLOCKING EACH TOE ..t Cs o 5). Unless otherwise noted, all stabs on grade to be 2500 p.s.L. Concrete to be TO JOIST 2 -8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6" O.C. SEE NOTES: 1,3 0 � poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior stabs 9)• CATHEDRAL CEILING ASSEMBLY: • the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O.0 8d COMMON 12"O.C. SEE NOTES: 1 (BOTH FIELDS) to be minimum 3-1/2 inch thick. All fill to be compacted to 95aYo relative density with Where a ridge is to be used as a structural beam, 3 -16d COMMON � � NOTE: Z FOR PANEL FIELD � Z " anchored on to of the beam or slopeconnectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL 6 maximum lifts (layers}. aloe the open top art of the building. Connections to the ride and wail shall be be GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON 4"O.0 8d COMMON @ 4" O.C. SEE NOTES: 1,3 °A 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one $ P g pg LEDGER STRIP 3 - 16d COMMONEACH FACE 8x16 cast iron foundation vent for every 150 sq. ft. of area. attached with the above requirements. TO BEAM JOIST NAIL o . JOIST ON LEDGER PER TOE NOTES 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM 3 -sdCOMMON JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED iN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mll polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be gaivinized or stainless steel. TO JOIST 3 -t6d COMMON JOIST NAiL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, U 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2`ibd COMMON SILL OR TOP PLATE PER TOE NAiL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored FOOT SEE NOTE: 1 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF HEA1HI G:- For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current S8C High Wind 3). Posts supporting girders shall be anchored to a 12"xi2"xl2" thick concrete footing. JOINT DESCRIPTION NAiL NAiL Edition Wood Framing Construction Manual. Use a minimum 1/2" die x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12"die. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. o 2). Unless otherwise noted, all framing and structural wood material to be#2 + BMWFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir, 4). Deck joists to have blocking at 810 o.c.. M N o CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES x 3). Floors,walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted $ , A minimum of I0 inch flashin shall be installed between the buildin and led ledger. NAiL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD o m } g g g JOINT DESCRIPTION otherwise. Ledger to be fastened to building with 1/2" die. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) d w where needed. " 4' EDGE ZONE 8d COMMON Q b" O.C. Sd COMMON @ 12"O.C. NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , g ( ) g. GYPSUM 7 O.C. EDGE all bearing wall headers to be 2 2x10#2 + BTR, Doug. Fir. 5d COOLERS v E WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON 8 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 0 Bearing wail headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. 04 C openings. LVL headers to have (3) jack studs and (2) full length studs on each side of .'WALL SHEATHING: 5 � m openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES -� 7}. All joists to be supported with hangers and anchors. Each Joist shall also be anchored � �'� openings between 41 and 60 and 2x6 wall openings between 511 and $'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL v THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Cn ~ u� and blocking where applicable. QTY. SPACINGcc CZ N 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMO AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be Installed with heavy duty gaivinized hangers and PANELS WFCM - SBC anchors where applicable to all connecting joists. PLUMBING NOTES be used. 7/l6" OSB 6d COMMO 3 O.C. EDGE 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). Ail water supply, drainage and venting to be Installed as per N.Y.S. Residential PLYWOOD 6„ O.C. FIELD 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile Installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<,the nail spacings shall be reduced to 6 Inches o.c. on plans. WALLBOARD 5d COOLERS 10" O.0 . FIELD cn 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/or 2)•Verify septic system with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding, gaivinized box nails shall be permitted to be substituted for common nails. fW, other access openings unless otherwise noted (typical). FLOOR SHEATHING: 3). if wall studs, plates or joists are cut out during installation for any plumbing related work, NAiL NAIL provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION n 0 8). Dormers running up roof rafters are to be supported by double rafters on either side P � g P p fy QTY, SPACING i).PROVIDE 5/8 TYPE-X SHEETROCK FIRE STOPPING A710'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z MAX TRiPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. Cn where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" Q.C. EDGE 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER.FLOOR. <C 9). Provide blocking/bridging In floor joists at 8'0 o.c.. Use solid blocking In floor joists HVAC SYSTEM NOTES 1" 8d LESS sd coMNto 12"O.C. FIELD � under all bearingwalls. , as required by current NYS Residential Code-FIREBLiOCK1NG REQUIRED 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Flreblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Firebloddng shall be provided In wood-frame construction in the following locations. x needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3t7t]0#CAPACITY. 1).In concealed spaces of stud walls and partitions,Including furred spaces,at the ceiling and floor U0 equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 �4 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1}. Nailing requirements are based on wall s feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed sheathing � CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge. If wall sheathing SAiL COMPACTION: using parallel rows of studs or staggered studs. " i).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all intesr:onnecllons between concealed vertical and horizontal spaces such as ocwr a#soffits, Contractor and owner for final review and approval. is nailed 3 on-center at the pane! edge to obtain higher 12). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. adhered with FL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL MOTES' shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL As NESDED. members shall be doubled, or alternate connectors, 3).in concealed spaces between stair stringers at the top and bottom of the nun.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Reskfential code. 1). Ail electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT I LIFTS{TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ositing and floor level,to resist the free passage of FLED 2). When wall sheathing is continuous over connected IN Pq U. 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and product of cmnbustlon. C7NCO EV q�C'y ceilings and over furnace to have 5/8 thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, to have regular 1/2" sheetrock. All walls to be taped and finished. 5).For the flrebtocking of chimneys and firepiases.as required by currerrt N.Y.S.Residential Code. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current to be reduced tot - 16d nail per foot. INCLUD1NGSllSELOOR,IS COMPLETE. �Q y DRAWN: VC/MS 14). All roof with a pitch less than 4:12 shall be installed with an Ice&Water banter or N.Y.S. Residential Construction Code. SCALE: approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM N SOB#: � _ s � � October loth,2017 torch down type material over. 233 Q- SHEET NUMBER: II Is wood in contact with concrete to be pressure treated. Sill plates to Of N ESN�O PEMMed Me�I am sill (gasket and cop-r-tex termite shield or approved equal. A-8 Lil_ L Blower door U and ductwork W -,J= o testing required. Q u - Must provide Manuals Q and S as per w ® o NYS Energy Code O O -- - DRAINAGE INSPECTIONS A?y REQUIRED -------_- Contact Engineering at765-1560 before a 7 � t3ackfill,OR Provide Engineer's Certification JU that the drainage has been installed to Code. L=j � W -A �O. O IL=.-jc L� U z 77. �. X PROPOSED WEST ELEVATION U 1D SCALE: 1/4" = 1'-0" a 0 m m cu v O1� +i v O it l_J O�� o °�° L J1 oA 000 v in N G1 v C =)=F -- IUOfJ�C 1U .- =CU, _ 10�0 W H cur it - - oo V =u- r=-1J-J� � �000 _ _� � , ; � _ Li -- —)ram --.�]=F——j=JL='- _ �-c, DRAWN: / r ,r � >°` . SCALE: PROPOSED SOUTH ELEVATION - `. JOB#: 10/21/2020 c� r � �:� SCALE: 1/4" = 1'-0" SHEET NUMBER: ,; a� A- 1 W Q H - Q w O Li w z V) � o � N PROPOSED EAST ELEVATION w SCALE. 1/4 - 1 -0 0 m �`�, cu o V P� c7 (� O X O i-i Lo U y rn .. �,c - cn N O v � W W -- - ----- --- ------ !h V 0 N gool d LlPLO /cvy � 'A;.. DRAWN: P P ; f j , �f SCALE: RO OSED NORTH ELEVATION � : � ;, E a JOB#: SCALE: 1/4 1 -0 �, c; 10/21/2020 SHEET NUMBER: A-2 3 (o 1 rT 1 1 w 301-2" 14'-211 1 T-10" 2'-1011 514" 01 W 1 r ------------------ OUTDOOR 1 -0 SHOWER 4_O I I O I I - n• d. + 1 4X4 ACQ POSTS w/ " `-----'7-----+ ' I I r + 8"PIERS 3'BELOW GRADE � ;; ;REMOVE EX.BILCC} --------- ; � � 11 ' FOUNDATION � � � � 1 �Q'I '�• ,� I V I I • I - r ______________________________,®,-_____ _,®,i 1 I I )2 �-� '{�•, , ) i p I I - v I I I Ln 1 p• d . p d • d • p d • . I ' 1 '1 I I I I ' v r--------------------- -----Hn ------, C i 7rT''QO 1;2"qia PIER O v l ° 1 I i nil i I 'i ' ao:_o w/2'X2'?t' I -1 l I I �• I O REMOVE EXISTIN IIII 1 ' CI #5 REBAR Iln 1 ° I I I N caJ T .mina' FOUNDATION WALL „l, , I I I BELOW GRNDEI I 1 @12"OC HH 1 ' I I 1 I 1 • . I O ------------- -SIT -r -----IIII.-. mTa------+ HH I FILL IN OPENING nit a W f ll I g IIII #5 REBAR 9'-8" o I I 9',6" 8"PC WALL IHI @12"OC 9'-8" V 1 II W 17111 IIII N x HH iv ' nil O N IIII ' IIII r- m I111� ; II11 - v II11� ' II11 IIII,Q IIII IIII ' IIII I� ' IIII nil WIN OW WELL 2X10 DF#2 FJ C816"OC iiii 2X10 DF#2 FJ 16"OC ' IIII TO CODE IIII ' LALLY COLUMN IIII 1 I w/2'X2'Xl'FTG iiii W --IriI ' r 11: ' HII I O ' cz `--ml--' I-I-1 U w IIII I IIII .T, z IIII ' IIII ^ MW DBL.2X10 DFI#2 FJ P16"OC nil H � IIH '' un nil I nil nil ' HH _ IHI IIII '--' U i IHI ' HII IIII ' II11 � � L IIII I IIII N nil I nil IIII I IIH U --I(JI_-+ ' IIII IIII , , �_ I111 � IIH , I , HH I (3);1-3/4X9-1/46L L IHI � I HH IHI I nil w till �, IIII � EY fill < • - ---- IIII - j� V nil I v fill O if1 ^ x nil o+ I nil (•J O ' IIl1� 2X10 FJ x _ ____ x nil EXISTING m ini @16"OC nil FIREPLACE 4 —fill I � �' FOUNDATION k •� +� nlI 1 nil >( v O Ln IIfI lilt 3 f/ U] un 1 -'----- I IHI , / z w fill I lilt �� Iv \ I IIH IIII '� (.y (3)1-3/4X9I;1/4 ML I nil I nu •^" -u cn IIII 1 IIII ; L-�i ^ 4 1 - nil 1 IIII - �.y I nil I nil 1� ; Ln U ' nil I lilt 2X10 DF#2 FJ 16"OC , (n `-------- ---------- - --------------------A -----lul-------------'i-------------llu------� ------------------- - -------- nIl I nu 00o v IIII 1 IIII N � i-+ LALLY COLUMN iiii 4 W nil w/2'X2'Xl'FTC 1 lilt P-, nil I nil --IHI--+ I IIII 1 I I Ill l 1 1).EXISTING FOUNDATION TO REMAIN.VERIFY STRUCTURAL INTEGRITY I IIII 1 I IIII I IN FIELD AND REPAIR AND/OR REPLACE AS REQUIRED.CUT BACK EXISTING I IIII I ' I lilt I PORTIONS AS SHOWN.NEW FOUNDATION WALLS TO BE CONNECTED IIII it DBL.2X10 DF!,#2 FJ P16"OC 1 1111 1 TO EXISTING WITH#5 REBAR @12"OC AND AT FOOTINGS. •--IHI_-' I •�•-IHI--+ III' ' 'Ill 2).EXISTING BILCO FOUNDATION TO BE REMOVED.REMOVE WALLS AND ill l I IIII STAIRWAY,CLOSE OFF OPENING(8"PC)AND DAMPPROOF,OVERLAPPING K IIII I till AT EXISTING FOUNDATION. U V fill I fill Nxtill I IIII "C1" O lilt IIII , ,III 3).NEW FOUNDATION WALLS TO BE 6"THICK POURED CONCRETE,3000 psi. HEIGHT TO MATCH EXISTING.T-4"+/-(VIF).EXTERIOR OF FOUNDATION I 9' m l lilt l , nt-6H I ll l 91 TO BE DAMPPROOFED AS PER N.Y.S.RESIDENTIAL CODE WITH A BITUMINOUS Q� OO 9 7 O COATING. I I l I I I l I i #5 REBAR 4).NEW FOUNDATION WALLS TO HAVE 16"XS"CONCRETE(2X4)KEYWAY IN _ N IIII _--_I IIII ____ 12'OC FOOTING.FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS r-IHF__-___ F_____________IHI________ ______ �___-___ TO REST ON UNDISTURBED SOIL MINIMUM 3000#CAPACITY). V' .,v •v '� V •v •v . . �. v G . v .v � ♦ I _. 5).NEW FOUNDATION SLAB TO BE 4"THICK,ON COMPACTED FILL SPLICE INTO Lary, -'- - -----CUT-BA-CKTXISTINC-` ---------------T- - NEW SLABS WITH#4 REBAR @12"OC(ALT.,EXPANSION JOINT(VIF)). --r---------- -------------- #5 REBAR ----------------' INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING @12"OC ; _ FOUNDATION ___ V WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE -- Q-------------------- ----------------' REST OF THE SLAB. 2X10 DF#2 F1 (a),16"OC ' _ �. I 6).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES ' TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS P ' 0 2'X2'CONC.PIER _N SILL GASKET. ' •-------E-:-'(3) w/3'X3'Xl'FTG m , , 7).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/I 1'-0"OF CORNERS, #5 REBAR , N , 1 , INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A@12"OC ' ' 0 ' 4•� ' MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO -- ----------------------------------- • ' '� BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. - v •� '. v a • v •� .� I (3)2X8 ACQ + a8 ACQFLUSH G IRDER' o ro r , 8).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE �' _ , I 1 1 1 BLOCKING AT 8'-0"O.C. MAX. AND MIDSPAN.SEE PLAN FOR DOUBLE JOISTS 1 , I `--------+ •- UNDER BEARING WALL. •c, C -------' Js.17 � \4 9).FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS. • �`'F I CUT BACK EXISTING :0 1 - 1 1 1 FOUNDATION CA , 10).INSTALL SMOKE AND CO DETECTOR PER CODE. 1 8 ,t . _; I 6'-1'/Ztt t-10'/2" �t �, t •---------------------- -------------- ------------------------ ----------------- I 1 -0 (ct' "�; F% DRAWN: ,'1,,. I+' SCALE: JOB#: ' 3 0'-211 '�'fs •;t���� `2 �:s` 10/21/2020 } SHEET NUMBER: E -•.-» FOUNDATION PLAN ------ N S PROJECT NORTH SCALE: 1/4" = 1'-0" 3 A- 3 W 3042"------ I 1 W 11 I 14'-211 16'-011 Generated by REScheck-Web Software U I Compliance Certificate 4'-0" 10'-2" ; 3'-11" 6'-7" 5'-6" w I Q1 I� Project PECK AND CORBETTHOUSE It ' ----------- Energy Code: 2018 IECC - -------- Location: Mattituck,New York 1 Construction Type: Single-family ' Project Type: New Construction TW3046 , Conditioned Floor Area: 1,280Ili rT, ' 0 0 Glazing Area 10% w � (2)2X8 HDR ' Climate Zone: 4 (5331 HDD) CM ST OP Permit Date: O 1 Permit Number: fNl r1 . h-I"1 TW302 Construction Site: Owner/Agent: Designer/Contractor: O ' 2305 SIGSBEE ROAD BEDRO M No. 2 P' 2X8 -- _-+ MATTITUCK,NY 2X8 HD ' AI I 1 I a ' Ni O RI Compliance: 5.1%Better Than Code Maximum UA. 234 Your UA: 222 Maximum SHGC: 0.40 Your SHGC: 0.31 00 ' , The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. t , YI It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home N N 13'-711 I Envelope Assemblies 211 2X8 DF#2 C1 16"OC ' Ceiling 1:Flat Ceiling or Scissor Truss 672 30.0 0.0 0.035 24 r-1 '81-611 I Ceiling:Cathedral Ceiling(no attic) 608 30.0 0.0 0.034 21 A ' KITCHEN ^ Wall:Wood Frame,16"o.c. 1,505 20.0 0.0 0.059 77 x 11 I 11 1 p 3 -0 4-9 ' ATHDE AL CEI'�ING Lr) Door:Solid Door(under 50%glazing) 42 0.280 12 Q 01 C1 O00 I Window.Wood frame 16 0.270 4 O ^�'� X Iff- SHGC 0.34 F�j N ' Window 1:Wood Frame 141 0.300 42 2'-6" 1 nt 1 SHGC:0.31 U W 1 Floor:All-Wood joist/Truss 1,280 30.0 0.0 0.033 42 F III 1 4'-0" W/ oo I I O ' Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other rXv I I rn calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in 7 U \ - NI I ' ' H N 1 1 Name-Title Signature Date 1� 2-4 1 2X10 FALSE RR no.16"OC BATH No. 2 I = N �t O p 1 n ' --` W _ -6 I m oo w IY = I ' N lLJ Do CL 0 2'-4" --'-Q---- I rA LINEN -'-----' I Project Title:PECK AND CORBETTHOUSE Report date: 10/21/20 =N 1 Data filename: Page 1 of 1 --' --- - Z ' O O O OD v a & S --'------ t 1 O LLJ ON w '— -------- X ^^' Q 0 WN Ln BATHNo. I --I ----- Or) Q.. U x 2'-4" I DO U ' _ ___________________ 1 ----------1 1 ' `1y1`\ � �i O ----- ------ ------ - ----- ra-----------NI-r- -------------------- ----------------------- ----------- -- °-.it Ln I ' n�q\� 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH CA Or. jO 2'-4" 2'-6" ; LIVING / IN ING 'U\' RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER O ' CATHDERAL CEILING `+ \\\ n MANUFACTURE'S INSTRUCTIONS. 4 c �� V� 2).NEW EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C. 0 8'-0" 1'-5" 3'-7" O SEE PLAN FOR 2X6 WALLS. d- I en 00 ; I 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. N I W r 13-T 1 1 151-p1/2,n 4).EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP100 SELF-ADHEARED N or L , .l O WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY; 2"min. ��11 HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER �1 ' INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com . ~ 1 U ' 5).PROVIDE 2-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS 0 1 UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK In STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH 2X8 DF#2 CJ 16°OC 1 SIDE FOR MICROLAM HEADERS. �ENTR _ `° 00 6).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS 1 X - (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, N 'CI' FRAMED DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. PER CODE. -- N _Q �'2)2X8 HDR 2X8 HDR N 7).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE M 3'-O" APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING �t HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. W BEDROOM No. 1 I TW2842-2 f(21 IN GABLE 1 B VE V I'�'-' 8).INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R30,EXT. O I I LU WALLS:R30,FLOOR:R30.EXTERIOR OPENINGS MAX.U 0.30.SPRAY FOAM I I a WALLS(AND ANY AREA AS REQ.) TO ACHIEVE REQUIRED R-VALUES. ® U ' I I k7 ILL Pr` 1 PORCH I Ib 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. v CR FTSMAN COLUMN ,I�c BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT �p U w/6X6 ACQ PIER ON I1 f SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE I AREAS. N 2' 2'BASE,T HIGH ii YIf� ' 10).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. IICii I -- • + _-�_ - - -------- --_---_ -- 1 (2) X8 HDR ( 2 10 GIRDER .__, __; 11).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. (2)2XIOGIR R(BOXED IN) 1 TW2842-2 ' 1 -'--- -------- ' '04 T-111 71-111 1-p'/2" 8'-6'/411 5'-5'/411 �;- CAy V 1 'r ' R',d SC/Y, DRAWN: I 11 ' 14-2 161-0" �jJ�4� �� ►a SCALE: JOB#: 30'-2" y.: 1, dI 10/21/2020 ux -:. � ��:�I i" SHEET NUMBER: E FLOOR PLAN ------ PROJECT NORTH �q, 1,�� .t SCALE: 1/4" = 1'-0" W A-4 W u w Q -------------------- --------f2----------- I I , I II W , I II 1 ' II I O^ ROOF AREA:1706 SQ.FT. AT 100 h WATER RUNOFF:285 CU.FT. PROVIDE(2)8'DIA.X 4'DEEP DRYWELLS (ALT.8'dia.,8'deep) I I , i DRYWELLS CAPACITY:336 CU.FT. I 2X10 DF#2 RR P16"OC ' OGEE GUTTER-STANDARD S" Q I I t NOTES: r , 1).EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2).PREPARATION: A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. I W I I w .W/ B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ^ ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. / f�—I O Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR 1(�Y, I I I I I I I METALS WITH PROTECTIVE BACKING PAINT. O I j I I I I 00 I I `-------------- I I I I ^ I 3.INSTALLATION: f l I I I I I I A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN, X „ 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. I I I I 1 I m I I a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND I I I I I I I 12 I I ACCESSORIES. `--------------� `------- `-------------� I I I B).ACCESSORIES. RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT"----------------------------------------- I I I CONNECTORS. ' 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL I I I CONNECTION WATERTIGHT. DRY WELLS TO BE 10'MIN. 4).PROTECTION: m F- ' AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL I t I I I COMPLETION. ' I ----------' I II 0, I I I I I • 0 O rTl 0 0 0 I 1 I I --________________________________________, 1 STORMWATER MANAGEMENT F1 CH SCALE: NOT TO SCALE I , II � ; � 2X6 RIDGE, N 2 I m v o ' �TF CYNu � � a-+ ' I I I I I CN m 0 II-----------------------------------------' I I O V r------------------------- •----- ------------- I I I X (1 tr ' ' 12 11 I I I , 1 �, >..i ch CJ liJ , , u') CU 0in ti \ 0u C"-I 1 1 •(CI U -------------------- - -- `--------- i 2X10DF#2 RR P16"OC i U I I ----------------- 1.INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. 00 v .9 2.ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. CA CU N m t GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. p W _C� 1 I i j 3.INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS (MAX.10,OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. PER CODE. 4.APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. II 1 , II W 5.APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND DIRECTLY TO THE DECK ALONG EAVES. I I MCI I , 6.USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ u V 12"OH 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. O 7.ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. B.DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODIII SHEATHING '__ ____________________________________________- i MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. I I I r+ UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE __ N WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS 1 I COMPLETE. 9.INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. - - I I Lu a USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT iV4 I V f�I I LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. 0 cp' K a USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT �U CUTTING INTO SHINGLE SURFACE. (J re I I 12 1<A" C)O 12 I`f A 10.VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT S-400 I I A 4 ' I AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA `I�4/ ' < _ ___X ---------------- ' i RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. F4 i I I ILN-____________________________� v'm CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO - --------------------' I CONCEAL VENT. `- ------------------m----------------------' 11.GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED AS REQUIRED. 1) ROOF PLAN SCALE: 1/4" = 1t-0" Aft E yX�,�\,IN Sc DRAWN: N S PROJECT NORTH � ; }�,� �~ SCALE: /X `, :a t' '4 v JOB#: rya: 10 r 10/21/2020 W SHEET NUMBER: �Md - A 5 ELIL w O Lu N — — — — — — — — — — — — 1-3/4X11-7/8 INSTALL WINDOWS)PLUMB,LEVEL AND SQUARE INSTALL JAMB(LASHING. INSTALL A DRIP CAP(IF FOLD HOUSEWRAP DOWN AT HEAD;TAPE ML RIDGE PER MANUFACTURER'S INSTRUCTIONS:SEALANT APPLICABLE); HEAD FLASHING;AIR SEAL WINDOW AROUND 12 BEAD AT JAMBS AND HEAD MAY BE OPTIONAL INSTALL HEAD DLASHING ENTIRE PERIMITER ON THE INTERIOR WITH BASED ON RISK FACTORS:IF SEALANT IS INSTALLED SEALANT OR NON-EXPANDING FOAM;EXPAND- 2X6 COLLAR TIE 48"OC �7 IT MUST BE CHEMICALLY COMPATABLE WITH ING FOAM SHOULD NOT FILL THE SILL PAN. ___ HOUSEWRAP AND FLASHING, 12 2 alp WINDOW WITH HOUSEWRAP DETAIL W G �p 7 r1 r� y�o _ 2X8 DF#2 C1 @16"OC 1 NF•-�•1 ® e • ® O FASTENE—E SPACING. LIL No B WDOPSC WITH BASED—WRN l6•« Ln EMBEDMEM IENGTH N"IOWWO.SCREWs BASEDANCM011 WITH 16•« 21n.EMBEDMENT D"NGTM -- ' 1/1n 6ia.uG�IEW 2-EMBEDMENT LEI— 3/A'APA PLYWODD ON 1/2•APA RATED SHEATHING SHEATHING GRADE RYWOOD ___— �••� (AITERtutry 7/16.0 S") _ -- ® ® 1/2•-1N—D SHEATHING .I- -T/16.0 S B.) le FASTENER TYPE. SPACING. ' W O 2%4 W1�2 BAs,:D iwro-awrrH Hy 0 • 3/4"SUBFLOOR O "ALL 2M EMBEDMENT — TYPICAL WINDOW OPENING Na Io wo o-srnEws BAseD ANGHDR WIrn Ir« 2X10 FJ @16"OC DBL. 10 FJ @16"OCR 2X10 FJ @16"OC W PANEL SPAN EQUAL OR SMALLER z"EnBEDMETrt LLNGTN _ —_ _ — THAN aFEET 1,,m.aa.EAGSGREW (3)2X10 (3)2X10 ., BASFD ANCHOR WITH 16•« n Ln EnBFDMENF IENGM . zi TYPICAL DOOR OPENING �� 2X6 ACQ SILL PLATE GIRDER SOLID BLOCKING GIRDER �•` F--� U PANEL SPAN GREATER THAN 4 FEET MDIDPIB PLnNDDO AssEMBIIEs b TERMITE SHIELD BETWEEN JOISTS FASTENER TYPE: SPACNG. • 1`-� 2-2%4DF♦2 suDs mNNEc�ED Na.eWOoo-s«EW UNDER BEARING WALL AND EQUAL OR SMALLER TDGEmER WRHSTUN=s—EL SILL SEAL OR WIVIN—BO(TS W/WASHERS BASED ANCHOR WITH B"« •, THAN6FEET —NU OT-A).O.C. 21n EMBEDMENT LENGTH ,1 w.lo."SCREWS '• O 1--1 TYPICAL MULTIPLE OPENINGS B1dEDAN HOR W M EMBEDMENT IENGTH Sin _ /1 PANEL SPAN GREATER THAN 6 FEET EX.PC WALLEX. AND EQUAL OR SMALLER d am uGSCREw O e; ---e PC WALL N BasED a"aoR WITH 16•« 1 LALLY COLUMN LALLY COLUMN THAN 8 FEET zn.EMBEDMENT LENGTH (TYPICAL) (TYPICAL) WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC.R301.2.1.2 NYS CODE:PROTECTION OF OPENING 6 d WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" •1 ,1 �•L•+ AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO •• , COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL •: , CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. •. •• • •. .. • •. .. • •. .. • •. .. • •. -7 • •. •• • •. , ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. .P�.••V �• •d HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. — - — 2'X2'Xl' 2'X2'Xl' CD FOOTING FOOTING T- _ O N v N rn cn v . CROSS SECTION A 0 -$ +I 1-3/4X11-7/8 ML RIDGE c') � 3 (o SCALE: 1/4" = V-0" x 0 p cc \ Ta 2X6 COLLAR TIE @48110C u Ln U v rn 2X10 FALSE 12 N fi7 RR 16"OC 4 2x�p R R @761, c 2X8 DF#2 CJ @16"OC 2X6 CJ 16"OC (2)2X10 1 03 GIRDER ; ; 6X6 ACQ QV) O I I POST 1I/4 11/2 11/4 11/4 1I/4 11/2 11141111/a va N 1 1 IIR� UV. IAV lAV M SINK 1 � W.C. OCRAFTSMAN SHIN: ER SH ER D.W. � I COLUMN 1 1 I �FRI E LAP cam ' � � 3 2 N C.O. 2 11/4 1 C.O. 11/a 3 3 FA I. Y I i 1 1/4 O 3 11rz 24"X24" (3)2X8 ACQ th MASONRY V GIRDER 3/4"SUBFLOOR BASE 4 - - - — 2X6 ACQ @16"OC (3)9-1/2 ML (3)9-1/2 ML 2X8 AC D 1 C SLOPE"1/4"PER FOOT PITCH TO DRAIN a^C I SEPTIC SYSTEMTO W @ • Q ) @ 6 O • •• TRAP HOUSE c'` . (3)2X10 GIRDER (3)2X10 GIRDER @ .e . elm QI 12"dia b 2X6 ACC SILL PLATE L PLUMBING SCHEMATIC p PIER - TERMITE SHIELD b •,6e•. SILL SEAL �.•.=.e- SCALE: NOT TO SCALE d° LALLY COLUMN .• 4' •��°, 8"PC WALL 2'X2'Xl' e, e: DAMPPROOF e.•.od•.' 24X24 CONC.PIER 00 FOOTING �e REINFORCED(fYP) r , DRAWN 4"CONC.SLAB ore°-e v•• r='w° „X r) ;b;r �� z•, .. .. r. z ! g ✓ �' ,' SCALE: •' " .d •• .d ••• .d ••• .d .• a O'..••, t•q. ,jq x T e o I s q e'q• e•a`• i yr. ° 10/21/2020 24"X24"X12"FTG 16"X8"FOOTING 36"X12"FTG (2)#5 REBAR SHEET NUMBER: CROSS SECTION B. 11 = 1 1 3 �o SCALE: 1/4 - " A-60 w U w WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS Q USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. Ciro KING STUDS ENDWALL RAFTER w CRIPPLE STUD WALL STUD e BOTTOM PLATE V1 RIDGE HEADER LEDGER BATHTUB O DOUBLE JOIST ^ SIDEWALL RAFTER O JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 5'DE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION JUSP NUMBER DESCRIPTION APPLICATION LOCATION JUSP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBERI DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP [ALL OPENINGS I LSTA12 -1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 -1 4"z24" 20 0. STRAP APPLY OVER RIDGE TO EACH RAFTE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / 9 2x6-2x8 LS26 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE 2X10 L5210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING ®24'OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF RIM BOARD CHIMNEY VENTILATION CHANNEL AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN ' SIDEWALL FLASHING VENTILATION WOOD JOIST Q FOUNDATION ' ' ' TOP PLATE BLOCKING O O ",� FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING Ms•i STARRING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST W W AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A "Z AND ALL WINDOW/DOOR OPENING JACK STUDS FASCIA W BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER rCn INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH F-I U ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. ONTIN. SOFFIT/ EXT. PLYWOOD �J FLASHING TO FORM CHANNEL INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE �j � � AND SO AS TO MAINTAIN AIR O 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO [� ON ALL OPENINGS ACTION 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDO'NN ANCHOR M EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS - Q� 8" - 12" RAFTER RT20 1-1 8" x 20 a. TYDOWN ANCHOR CONNECT TO V 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS / g EACH RAFTER SOFFITED EAVE DETAIL N ALL OPENINGS KEEP ROOFING NAILS OUT w2ND. FLOOR WALL OF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT O WOOD JOIST r-I c-a � m N aJ 0 TOP PLATE CIOm aJ v GIRDER/HEADER L\ V SIDE WALL FLASHING I XO L0 r^i ) 1ST. FLOOR WALL STAFFING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST 0 ('7 m O AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD AND RAKES -- PROVIDE HEMMED EDGES SO FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS O X O cz INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION @) m 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED LI•I CJ KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH (C 00 ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE O Cq � \ RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. O INSTALL 4'0" O.C. P,AFTER TO PLATE AIR PASSAGE CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. i/2" HIGHER THAN LVL HEADERS N-a U 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS O ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR .... .0 tt PLATES TO EACH STUD U 4+ DBL. SILL PLATE I ON CO TERMITE SHIELD s SILL GASKET - r SUBFLOOR pO aJ ,Q WOOD JOISTS C1400 cu aJ 0 NEOPRENE O GASKET W TYR. GONG. FOUNDATION ( A / x U W PLATE 4DAMPPROOF EXTERIOR V 6MIGONG. SLAB • I BOLTED TO STEEL BEAM G WITH 6 MIL. POLY VS 6MIL POLY ON EXTERIOR GRANULAR FILL • V STEEL COLUMN 1/2 " DIA. BOLTS ® 48" o.c. STAG. ,p A i • a I • !a ' I e. e X - GONG. SLAB •p - a•n v ROOF JACK111`�� STEEL BEAM (1� e y) e•a n o �•p ANCHOR BOLT EMBEDMENT: W COMPACT FILL POURED CONCRETE: 7" 4" x 1/4" x 8" STEEL A p .e ^ ` BL)CK WALL: 15" ROOFING LAPS TOP AND BOTTOM PLATE KEYWAY FOOTING e V • • a • ] FLASHING AT WITH 1/2" x 6" ANCHOR BOLT 1-I e a �,p �• GONG. FTG. •p Q•p G e• SIDES AND TOP • . O ANCHOR BOLT CONNECTION USE WTH 3x3 SQUARE WASHERS 1/2" GROUT V p � REINFORCING BAR _ (U O SP LBP558 OR BP583) 3" STEEL COLUMN FOUNDATION 5/8" DIA. ANCHOR BOLT I I I DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) ' (n SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL O� TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24%12" GONG. FTG. CRAWL SPACE OR FOUNDATION) 2 STORIES 36" OC STEEL BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. -- ALL BOTTOM PLATE TO FOUNDATION s SLAB-ON-GRADE 1-2 STORIES 57' OC ROOF JACKS & VENTS DETAIL `per- 8 GONG. SLAB 1 r SUBFLOOR e 6X6 10/10 WWM DOOR FRAME NW4 COMPACT FILL DOOR USE JOIST USE 2X8 STEEL BEAM FOR BLOCKOUT 2 �14 4" SLAB •r I P.T. PLATE // W/ 6X6 WMM M SLOPE ' 1 2" AIR SPACE 1 A • . e 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT if / (WITH A NAILING PLATE IF NEEDED) • ', 'I',Q'� AT END AND d• .`• V,4 2' '�•• s• TO BE APROX. 1/2" OR HIGHER THAN ' ES,OF WOOD a --a--=---u--''-•. 4 BEAMS F °�� C e '• INKAGE GRADE • f• ,i�p e e C • (PROVIDE SRAPPING TOEAM TO OKEEP FOR JOISRS ALIGNED) a a p 12" 'p 1"p A. 6X6 W.W.M. �; -a -Q „•- a e• T =�i11 • G C� °• C••p _ MIN. n•.eD •'• nO '^ L='A �'A A., •p _��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM p p 'O e . -SUB FLOOR •� a REINFORCING BAR NOTCH EQUALS 1/4 DEPTH ff BEAM ° e e II—II .O ► REINFORCING BAR e . s p�a•e �e GIST DRAIN TILE ►� _ 12" •e SHEET METAL/ 30# FELT UNDER BEAM AT POINT l n STEEL BEAM OF CONTACT WITH CONCRETE OR CONC. BLOCK s•! 3" PLATE (BQ �LY Mr TYPICAL GONG. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. . �. SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFAC" FOR WOOD BEAM GARAGE DOOR BLOCKOUT ' ��`�,`,(i`3Cr/SI�Y r DRAWN' BEAM POCKET SCALE: �. JOB#: J 10/21/2020 SHEET NUMBER: w v CODE: 2020 IRC, 2020 NYS UNIFORM IZ CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE W GROUNE WIND SEISMIC FROST IWINTER ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL D RAW I N G S SNOW SPEED DESIGN WEATHERINC LINE TERMITE DECAY DESIGN UN E N HAZARDS LOAD (MPH) CATEGORY DEPTH R TEMP. REQUIREDUIRED V 1 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO HEAVY MODERATE W USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 11 NONE 4"MAX. SOIL COMPACTION: 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# KING STUDS CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL rr\ CONDTIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. W 4"DIA.MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS(TYPICAL).CONTRACTOR TO HAVE O FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. LEDGER RIDGE HEADER a{ DECK AND COVERED PORCH NOTES: O 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. Z All fasteners,hangers and anchors to be galvinized or stainless steel. RAFTER JACK STUDS m2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3).Posts supporting girders shall be anchored to a minimum 24"x24"02"thick concrete LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS 16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION I APPLICATION LOCATION JUSPNUMBER1 DESCRIPTION I APPLICATION be 3 ft.below grade. LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEEGE ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD . STAIR RAILING 4) Deck joists to have blocking at 8'0 o.c.. ROOF I LSTA24 1-1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 L5210 118g..SLOPE HANGER APPLY TO EACH RAFTER/LECGE ALL OPENINGS RT3 OR RT7 I TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 5).Flashing shall be installed between the building and ledger.Lapping up the sheathing and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers 1-1/2"SPACE and nuts at 16"o.c. MINIMUM 6).Concrete piers shall be a minimum 6"above grade. W HANDRAILS RAFTER 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored to girder(s). Q RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. 9).Use simpson hangers and anchors with Z-MAX tripple protective coating or equal O POST for any contact with ACQ. TOP PLATE lT \l TOP PLATE v BALUSTERS RIM/DECK JOIST ° HANDRAIL NOTES: ,fi�r.•� WALL STUD WALL STUD V OPEN BALUSTER ATTACHED TO WALL o All required handrails shall be of one of the following types or provided equivalent graspability. �+ HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION F�I 1).Type I.Handrails with circular cross section shall have an O RAFTER TO PLATE/STUD CONNECTION F-+ ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater N LOCATION USP NUMBER DESCRIPTION APPLICATION than 2 inches.If the handrail is not circular it shall have a OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS CONNECT EACH RAFTER/PLAT RT15 TYDOWN ANCHOR perimeter dimension of at least 4 inches and not greater r l SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18 a.TYDOWN ANCHOR CONNECT ER RAFTER TO PLATE POST-TO-DECK CONNECTION g g than 6-1/4 inches with a maximum cross section of EACH RAFTER CONNECT OVER USE MIN. w CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR (2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD EACH RAFTER 2).Type II.Handrails with a perimeter greater than 6-1/4 a inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest 4"MAX. portion of the profile and achieve a depth of at least 5/16 4"DIA.MAXIMUM inch within 7/8 inch below the widest portion of the GIRDER/HEADER profile.The required depth shall continue for at least 3/8 inch to a level that is not less than 1-3/4 inches below the tallest portion of the profile.The minimum width of the CD GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a e-•I +•+ maximum of 2-3/4 inches.Edges shall have a minimum N 0) Cn Z o° radius of 0.01 inches. JOIST POST/COLUMN °° V M POST/COLUMN XO to � NAILING SCHEDULE (3-, cl) 0 V GIRDER/HEADER F SHEATHING: � � � O JOINT DESCRIPTION NAIL NAIL NOTES fi POST-TO-GIRDER/HEADER CONNECTION QTY. SPACING Z in AS PER TABLE 3.8 v 0o \ LOCATION USP NUMBER DESCRIPTION APPLICATION STRUCTURAL PANEL Sd WFCM-SBC O s-4U7 S: \ � bq dl V 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN , DECK/PORCH RAILING SPLICED JOISTS OVER HEADER/GIRDER �� 4 " 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN ROOF FRAMING: In o LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION F � 'y HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN JOINT DESCRIPTION NAIL NAIL NOTES JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOI USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS QTY. SPACING Ln U +� RAFTER TO 8'WALL:3-8d COMMO EACH TOE-NAIL � :fl � TOP PLATE 10'WALL:4-8d COMMO RAFTER 01 CEILING JOIST 8'WALL•3-8d COMMO EACH nl v TO TOP PLATE 10'WALL:4-8d COMMOt I JOIST TOE-NAIL 0 W 3 CEILING JOIST TO AS PER TABLE 3.7 EACH FACE G o STU PARALLEL RAFTER WFCM-SBC LAP NAIL BEARING PLATE CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE GIRDER OVER PARTITION WFCM-SBC LAP NAIL Er COLLAR TIE AS PER TABLE 3.4 EACH FACE • TO RAFTER WFCM-SBC END NAIL W ° WOOD JOIST BLOCKING 2_gd COMMON EACH TOE TO RAFTER END NAIL �I ;a�•. RIM BOARD 2-16d COMMON EACH END F�-I LEDGER ° GIRDER/HEADER Pl,: FOR CONCRETE PIER TO RAFTER END NAIL V WOOD JOIST Q WOOD JOIST WALL FRAMING: + NAIL U) JOINT DESCRIPTION QTY SPACING NOTES FLUSH JOISTS WITH HEADER/GIRDER BLE 2x a TOP PLATE TO PER 2-16d COMMO FACE NAIL ----- CEILING JOIST TO BLDG,CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITHIMUM) TOP PLATE FOOT HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACEN THE PROPER STEEL CONNECTOR. 4-16d COMMOLEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16"OC WITH WASHERS BEAM INTERSECTIONS EA.SIDE NAIL IF ABLE,SET FIR JOISTS APRON.1/4"HIGHER THAN LVL HEADERS LOCATION USP NUMBER DESCRIPTION APPLICATIONTO ALLOW FOR SHRINKAGE. ROD (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD TO 24" FACE REQUIRED I I STUD 2-16d COMMO O.C. NAIL FOR STU (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE g" — Y HEADER TO 16d COMMON 16"O.C. FACE FLASHING TUCKED UNDER I HEADER ALONG EDGES NAIL I TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END TOP PIECE OF SIDING AND PLATE TO STUD 3-16d COMMOr I PER 2x6 STUD NAIL V LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO: PER PIECE OF SIDING BELOW THREADED ROD FLOOR JOIST,BAND JOIST, 2-16d COMMO FACE NAIL W END JOIST OR BLOCKING FOOT 1/2"DIA.LAG BOLTS W/WASHERS CNW COUPLER NUT �t CONNECTED TO BLDG.@16"OC STRINGER POST DECK FRAMING: ®I6 MINIMUN (2)THRU END DISTAKE JOINT DESCRIPTION NAIL NAIL NOTES BOETs QTY. SPACING ;a PB44 POtr a ' JOIST TO: 4-Sd COMMO PER TOE ANCHOR "dia. " • • FLOOR FRAMING • PIER I6.TR AD o '..• - MINIM M + SILL,TOP PLATE OR GIRDER JOIST NAIL 2x JOISTS °• o 'o EN5 ANCE ° BRIDGING EACH TOE ' 12"x12"x12" 2-Bd COMMO Y a ,C• �� ' TO JOIST END NAIL GRADE ;,a •--CONC SLAB '"?v t y "•4••', CONCRETE FOOTING .. + + (As REO.I 9 Pq • a•� a•� BLOCKING 2_gd COMMOI, BLOCKING FOR JOIST HANGER b-=. rota -., xcx% ` �. TO JOIST END / ,NAILJ �, V LAG BOLTS 3, D ue ER CONC. '' PER PLAN BLOCKING TO: 3-16dCOMMO EA�yt,, �" C• RIM JOIST BD. n ,.a PIER �a;q: HOLLOW COLUMN UPLIFT SILL OR TOP PLATE B K` J P SIMPSON STRONG TIE MODEL 1 �D L SfRR 2 y r'0 I �• 9•. •,4 DECK POST FTG.CONNECTION LEDGER STRIP 3-16d COMMO /FACFf - FACE `S A,•c v INSTALL AS PER MANUFACTURE'S RECOMENDATIONS TO BEAM o&S JL_ LOCATION USP NUMBER I DESCRIPTION APPLICATION JOIST ON LEDGER ,.,PER, $ TOE rat �•I SCALE: 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTINGTO BEAM 3-8d COMMO; ;16 A1AC` LA DECKIPORCH LEDGER CONNECTION • JOB#: 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST �)ER' t END i 1 3) TO JOIST 3-16d COMMO OIST t lMIL'':' .!J BAND JOIST TO: 2-16d COMMO -P l 0�21�ZO2O ,r ftf Nni�`` � SHEET NUMBER: SILL OR TOP PLATE FOOT, R� w U w WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: Q GENERAL NOTES 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING (SEE PLANS) CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of Bid nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT TOE-NAIL TOTALS FT.OF CONSTRUCTION (SEE PLANS F-•i TOP PLATE 10'WAIL:4-8d COMMON RAFTER Q• ) r•-I 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: DESIGN CRITERIA w intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL (UNIFORM CODE) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMONJOIST AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES g Y P g S P P FRAMING ELEMENTS State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS FER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER V/FCM-SBC LAP NAIL UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH V180 O sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS FER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION V/FCM-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 O meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS FER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS L/360 TO RAFTER X)/FCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS 8 THICK CEILINGS(PLASTER,STUCCO) L/360 These codes are to be considered as part of the specifications for this building and accordance with table 3.36.When wall studs above do not fall in line with studs below,the ( " ) 80 FIRE ESCAPES 40 CONCRETE WALLS ) CEILINGS GYPSUM /1 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE (6^THICK BS (GYPSUM) vza0 accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN.20001bs EXTERIOR WALLS(PLASTER,STUCCO) H/360 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) H/120 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) U600 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under STAIRS 40 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES ROOF(GROUND SNOW LOAD) 20 precautions and programs in connection with the work.There are no warranties for a bottom late,3 inch square washes shall be used with the anchor bolts.Anchor bolt QT• SPACING P P g P q r specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMON PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) r-4 anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION r 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMON JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE r pT INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMO EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with Bd p g common nails at 6"o.c.at the panel edges and 12"D.C.in the field,and O.C. NAIL Sym•: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. Q 7.The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at anel such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER TO 16"O.C. FACE FIRE PROTECTION gyp p HEADER 16d COMMON ALONG EDGES NAIL SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. O >•"i in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION ' \ 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 v W z 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA,BAND JOIST, 2-16d COMMO Q length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 �i 1 .The General Contractor and Mason to review lans,elevations,details and notes to END JOIST OR BLOCKING 7 (� P GROUND WIND SEISMIC FROST WINTER ICESHIELD I`-f U determine intended heights of finished floors above typical grade. FLOOR FRAMING: FLOOD g () YP g 7).INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT LOAD MPH CATEGORY DEPTH TEMP. REQUIREDHAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when (MPH) 2).All footings to rest on undisturbed(virgin)soil. NAIL NAIL O interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 17 NONE N [~ 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or mason walls occurin in exterior or unheated interior areas. 4-8d COMMON h g 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE w 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 3000 p.s.i..Concrete to be 2-Bd COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. d COMMON 6"O.C. SEE NOTES:1,3 9.CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs ) :TO to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING 3-'16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.C. Bid COMMON @ 12"O.C. SEE NOTES:1 (BOTH FIELDS) 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"0. Bd COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL o 8xl6 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER PER TOE DECK AND COVERED PORCH NOTES: 3-8clCOMMO NOTES N v 7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. co 4 � Ov N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END t- the below grade portion of exterior walls prior to backfillin All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMONX v g P P g g g TO JOIST JOIST I NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, O M BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Ln M O 8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMO t +' SILL OR TOP PLATE FOOT SEE NOTE:1 Girders on concrete piers shall be anchored with proper steel connectors anchored j t+ FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. p co fCnn For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. LL, 1).All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL Z Lf) a�i Edition Wood Framing Construction Manual. 3).Posts supporting girders shall be anchored to a 12"xl2"xl2"thick concrete footing. JOINT DESCRIPTION Q11 SPACING O O g Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For �, DO below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. O g P g STRUCTURAL PANEL Bd s~ 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC •^+ .� � WALL SHEATHING REQUIREMENTS FOR WIND LOADS: tt Douglas Fir. n � 4).Deck joists to have blocking at 8'o o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES Ln U m 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL �p Cn otherwise. JOINT DESCRIPTION Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3 (BOTH FIELDS) -fl 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. M 7" O.0 GYPSUM EDGE NOTE:2 FOR PANEL FIELD >~ t 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. G 5d COOLERS " O W Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10 6).Concrete piers shall be a minimum 6 above grade. "O.C.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. Bd COMMON @ 12"O.C. SEE NOTE:3 f openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING' openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES openings between 41 and GO and 2x6 wall openings between 5'11 and 8'9.Provide fire NAIL NAIL to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING � 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathingwithin 4 feet of the corners,the 4 foot edge zone attachment requirements shall W 5).All flush beams headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMON WFCM-SBC ) g q (~ anchors where applicable to all connecting joists. PLUMBING NOTES be used. QI 7/16"OSB 6d COMMON 3"O.C.EDGE I--I 6).Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with U Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. Sd COOLERS = C!j on plans. WALLBOARD 10"O.C.FIELD � 2 Verify septic stem with the Engineer for Suffolk Count Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r ) fY P Y g Y P PP FLOOR SHEATHING: other access openings unless otherwise noted(typical). 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTION adequate 1.PROVIDE 5 8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTAN E F ACCESSIBLE 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adeq to bracing and plates to protect and secure the structure.Verify with the QTY. SPACING ) / c s OR NON AREAS. N state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ_ where applicable unless otherwise noted. P g P STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1"OR LESS 8d COMMO ,2"O.C.FIELD (5.7SQ.FT.2ND.FLOOR) 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SILL-AFF under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: NYS Residential Code provided 1- cut o OCKING REQUIRED Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. P4 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BF REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. r 1 needed. 2).HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. vjV ) Y Y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment Supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 \/ 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fsreblocking in walls constructed CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing SOIL COMPACTION: usingparallel rows of studs or staggered studs. Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. ELECTRICAL NOTES: over subfloor as per manufacture's instructions. members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces P such as shear plates shall be Used t0 maintain load path 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. , . I, 1).All electrical to be installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE R 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fsreblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING SUBFLOOR,Is COMPLETE. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 4 Install Smoke detectors and Carbon Monoxide detectors throughout approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM )• gout as per section R314 `,�;"cam,-�•"" f. �. ''•<,` "'v,'� torch down type material over. and R315 of IRC. DRAWN: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to !I `-`1 f w M�}• P P P EXTERIOR FIBERGLASS COLUMNS TO BE HB&G r t SCALE: be installed with a foam sill gasket and co r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAP s g P PP q }} n s AND BASES.USE WITH FLASHING CAPS TO JOB#: 1COVERTOP 10/21/2020 SHEET NUMBER: �� A-9 W v 3 �e � W 'c- ////// Q �9qR ? � W 5C} ieej H W � ^ a z Q U o � PROPOSED WEST ELEVATION SCALE: 1/4" = V-0" W 0 Nv m m o x u o m A � m o tn .� u v p 0000 { \ - Lu 00 v v N O F�1 _ O F TT I IF : ,► :�.. I DRAWN: PROPOSED SOUTH ELEVATION SALE: JOB#: SCALE: 1/4" = V-0" 3/3/2023 SHEET NUMBER: A- ] W u I I I I J Q Q w W � O � w z o � PROPOSED EAST ELEVATION SCALE: 1/4" = 1'-0" 4-4 w 0 m vN' 0 m m a; }y., O `n 7� rn x o � P w .x v o Ln U Ll HI W W O d ® ® V DRAWN: SCALE: PROPOSED NORTH ELEVATIONcyw �i� '�. ,�-:,��?�,�,.,� �°r JOB#: SCALE: 1/4" = 1'-0" ;�° 3/3/2023 �} w SHEET NUMBER: A-2 1 I I 1 r l I v 1 I I 01 141-211 7'-1011 w 1 5'-1011 OUTDOOR SHOWER t REMOVE EX.BILC(I ; RELOCATED I I FOUNDATION 1 - 1 _ _ 1 1 -------- ------- )2MM_Q-5IF "E BILCO DOOR l OMMITTED c 7�T- `---- - --------------------- -----lit* ------� p � 1, � VV j2"CSia.PIER Q Q w/2'X2'Xl' I ' O I d I fill I 11 1 1 x�D , , #5 REBAR REMOVE EXISTING 0 1, N I;TCI.min 3 �{ @12"OC co FOUNDATION WALL ,,,, I BELOW GRADS nn 1 O -ntr -* o _________..... ____ 111 I ----- t d p d p ---------------- ----- -----ntra------* A a FILL IN OPENING Ill, F.L. lilt #5 REBAR ®1 1 1 9'-g" p tnt g 911611 8"PC WALL I 1 @12"OC 9'-8" V "w lilt F- ' nn � � t t l l"+ ' I111 OUTDOOR SHOWER RELOCATED r O 17*' IIII 1 IIII _ t— M IIII 1 IIII +"I111 Q i IIII IIII V 1 IIII ®1 1®1 IIII IIII WIN OW WELL 2X10 DF#2 F1 C�116"OC I111 � ���� 2X10 DF#2 F1 16"OC TC CODE �� ' LALLY COLUMN "" _ � IIII w I w/2'X2'Xl'FTG nu --1 it i � •--Inr-+ '��/—".��L//'J��, lilt 1lilt , C1 I+J ` IIII 1 ' fill ' C) ✓' O 1 I111 IIII , Lill /V\ IIII IIII 1 IIII 1 IIII lilt DBL.2X10 DF'#2 FJ (a?16"OC IIII IIn un r� IIII 1 IIII M-•1 IIn 1 lilt j� nn 1 un nn l j� n" IIII � M nn 1 ull nu t nn till , 1 , nn 1 I�I 1 (3)11-3/4X9-1/46L -..&— . L -:It__r ------ 0l n � 1 till IIII 1 IIII W I111 J I111 I111 1 C� IIII IIII to V II11 I 1 IIII 1 0 IIII � - ---- ' IIII 1 I111 IIII 2X10 FJ „� - ----- I fttt ^ MASO R N v � 0 cn m ei v Rill, @16"OC m _i____ , m nn CHIM EY O —lilt I111 OMMI E ON X U lilt N -1 -_-- Iv lilt ° m c'')IIn lilt _till__, Pa � m o t'1 +' lilt , O ... Q+ it ° CA L----- nil 1 n11 p 41 00 + \ ttu (3)1-3/4X9;1/4 ML IIII �, ¢+ II11 IIII 1 I nil /y 1� IIII 1 IIII ,� U r-.q i 1 IIn 1 nn 1 X10 DF#2 F1 16"OC cn (` IIn I IIII ^ � II11 I IIII I lilt cu N � ttt:LALLY COLUMN t tt�t In, 4 W 2'X2'Xl'FTG I un A �j� IIII 1 IIII � 1).EXISTING FOUNDATION TO REMAIN.VERIFY STRUCTURAL INTEGRITY 1 I111 1 1 IIn 1 IN FIELD AND REPAIR AND/OR REPLACE AS REQUIRED.CUT BACK EXISTING ' I nl I 1 1 n1l I 1 PORTIONS AS SHOWN.NEW FOUNDATION WALLS TO BE CONNECTED t „ DBL.2X10 DF'#2 FJ W6"OC ,,,t , TO EXISTING WITH#5 REBAR @12"OC AND AT FOOTINGS. F ' 111 2).EXISTING BILCO FOUNDATION TO BE REMOVED.REMOVE WALLS AND �1 , lilt 1 STAIRWAY,CLOSE OFF OPENING(8"PC)AND DAMPPROOF,OVERLAPPING 1 a IIn I nn 1 AT EXISTING FOUNDATION. u u `------------------- - --------------------'-;y ---rrinr------------n-------------T1n------:- ------------------- -------------- V IIII 1 IIII O I �O X lilt t Ill] N 3).NEW FOUNDATION WALLS TO BE 8"THICK POURED CONCRETE,3000 psi. IIII , IIII HEIGHT TO MATCH EXISTING,T-4"+/-(VIF).EXTERIOR OF FOUNDATION 9t 811 m IIII , 1 II IIII 1 11 TO BE DAMPPROOFED AS PER N.Y.S.RESIDENTIAL CODE WITH A BITUMINOUS . v I .6 II -8 COATING. _y nn I n n #5 REBAR 4).NEW FOUNDATION WALLS TO HAVE 16"X8"CONCRETE(2X4)KEYWAY IN [V IIII ' I I" ......... 12'OC FOOTING.FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR-ALL FOOTINGS L TO REST ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). ..,/ t .IV •� . v - O ,o . . V C . p •v F���1I1 5).NEW FOUNDATION SLAB TO BE 4"THICK,ON COMPACTED FILL.SPLICE INTO �4 -r CUT-B-A-CK�XKTING-` ---i- " - NEW SLABS WITH#4 REBAR @12"OC(ALT.,EXPANSION JOINT(VIF)). 1 W REBAR ''' '"'-'--' ---------------- #5 INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING @12'OC t-- FOUNDATION ___ V � WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE _ REST OF THE SLAB. V 2X10 DF#2 FJ (cD 16"OC 6).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES 1 - TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS W Ix- 2'X2'CONC.PIER SILL GASKET. •----- w/3'X3'Xl'FTG t-- ;r ----•I 1 , 7).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND WA 1%0"OF CORNERS, #5 REBAR , , , , INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A @12"OC 1 I 4 p I p I MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLTTO -- ---- ----- ----------------- ' ' .� ' ' BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. v-a v '. v a . v t (3)2X8 ACQ t o Q i(1)2X8 ACQ FLUSH GIRDER1- �� , 8).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE _{_-----_ ____________ _______________a_ _ , , , , , BLOCKING AT 8'-0"O.C.(MAX.)AND MIDSPAN.SEE PLAN FOR DOUBLE JOISTS �Cny ;. I ---- •--------+ UNDER BEARING WALL. 1 1 ' 9).FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS. t,~ � th 04� �eti 1 CUTBACK EXISTING ZD I 1 � ' 'C' ? r p >, FOUNDATION '^ t 10j.INSTALL SMOKE AND CO DETECTOR PER CODE. (J s ------------- 6'-1'/2" 8'-10'/z --------------------- 11 �, - - , 1'-O" � �•��- � .' f DRAWN: ------------------------ ----------------- I -� y",,,, ,�t�, SCALE: JOB#: ' 301-211 ,� 3/3/2023 ' C7 � �" SHEET NUMBER: t E FOUNDATION PLAN ------ N S PROJECT NORTH SCALE: 1/4" = 1'-0" 3 A- 3 W C '- T 'r T �� r t �1 .1 'Al lYd . Ill\ j . 30`-2"------ I 14'-2" � 16'-0" 01 � Generated by REScheck-Web Software I Compliance Certificate w 4'-011 1 10'-211 ; 3'-11" 6'-711 5'-611 10 I Q I OUTDOOR Project PECK AND CORBETTHOUSE rT7 SHOWER ' Energy Code: 2018 IECC F^�/ RELOCATED - ,-------- ----------" Location: Mattituck,New York ' Construction Type: Single-family ' Project Type: New Construction TW3046 BILCO DOOR Conditioned Floor Area: 1,280 ft2 rT� REMOVED Glazing Area 10% F+-1 (z)2X8 HDR , Climate Zone: 4 (5331 HDD) STOOP Permit Date: O Permit Number: 0210 Construction Site: Owner/Agent: Designer/Contractor: O ' 2305 SIGSBEE ROAD 3'-0" MATTITUCK,NY BEDRO M No. 2 A'I ( )zxs R -- -- a' I I C Ni Rr N — ' ' Compliance: 5.2%Better Than Code Maximum UA: 234 ♦Your UA: 222—Maximum SHGC:: 0.40 Your 5HGC:-0.33, Do ' , The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-of rules. NI YI I O O It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. N = 13'-711 o Envelope Assemblies 1'-81/2" ., w t.�JaaL„> 2X8 DF#2 CJ P,16"OC ; ��-�� A a�•'t aL'„i, �•=a�t�. "I"` `�"^ Ceilin 1:Flat Ceilin or Scissor Truss 672 35 24 5'-1" 8'-611 ' - Ceiling:Cathedral Ceiling(no attic) 608 30.0 0.0 0.034 21 w I „ , „ ; KITCHEN -; � Wall:Wood Frame,16"D.C. 1,505 20.0 0.0 0.059 77 m 0 3 -0 W.4-9 ; CATHDE AL CEILII\G j Door:Solid Door(under SO%glazing) 42 0.260 12 Window.Wood Frame 16 0.270 4 O 2'-6" ' Window 1:Wood Frame 141 0.300 42 I I -- SHGC:0.31 - W W Floor:All-Wood joist/Truss 1,280 30.0 0.0 0.033 42 - 4'-0 - W/ 7N-v 11 00 1 I O ' Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other - M N I I m ; calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in --+ U REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. N ----------N- � r1/0 D t` %2" 4' 1 2X10 FALSE RR ta16"OC Name-Title signature Date [� BATH No. I = C9 1rU 0 — -611 ' W Do LU _ ^ ' , N CLco I , I M LU N^ Q W O --I z---- , ' LINEN I Project Title:PECK AND CORBETTHOUSE Report date: 10/21/20 « '— ' Data filename: Page 1 of 1 � 1 u - --�----- z I O o - Q MASONRY O OO N _ _ CHIMNEY M co 0 cu LU O --- -- M I OMMITTED � ,r I v Q N Ln BATH - ----- p 1 No. I -------- x o -------- o �' \ 2'-4" 00 S 00 \ C: bA u .. ------------------- I o11 ' 0 � m fa N O N o 00i ry aJ I ' E x1IM , I Lin m N RI Icc ' tC 1 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH N W /l Z'_4n 2._6�� , LIVING / &NING RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER O [7a Pro I CATHDERA CEILING MANUFACTURE'S INSTRUCTIONS. �r rl 1 = 3 2).NEW EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C. �0 0 , 8-0 11-5n 3 1 7n 1 , ' SEE PLAN FOR 2X6 WALLS. 0 I , ; I Q , I co I I , , 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. I N ' 13 -711Ct_pl/zn I 4).EXTERIOR UNDERLAYMENTTO BE HENRY BLUESKIN VP100 SELF-ADHEARED W J O WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY: 2"min. C" HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER I 1 I ; INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com U ----- ---J--------------- ---------------�---- - ---------------- ------------ ----------- ---' 5).PROVIDE 2-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS O I UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK ' 2X8 DF#2 CJ 16"OC ' I aC N STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH (n I I p ."t SIDE FOR MICROLAM HEADERS. �I ' :ENT R 1: OD �1 Do N 6).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS pia I I N - (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, FRAMED DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. PER CODE. N I I N 2X8 HDR 2 eXB HDR N 7).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE V `I T-0" Ilk APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING .rl .--- ' BEDROOM No. 1 ' ' �(J28x}2_2 Ilt HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. `u1 A21 IN GABLE u1� ' IO'h TRA CEILING ' ' Ilw 8).INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R30,EXT. I I i B VE VO tILP WALLS:R30,FLOOR:R30.EXTERIOR OPENINGS MAX.U 0.30.SPRAY FOAM fY WALLS(AND ANY AREA AS REQ.) TO ACHIEVE REQUIRED R-VALUES. U 1 �O110 PORCH 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. (FU,FTSMAN COLUMN �;,CC BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT W I w/6x6 ACQ PIER ON "'N SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE N 2' 2'BASE,3'HIGH AREAS. 10).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. ' (2) XS HDR I ( 2 10 GIRDER 2-- -- R(BOXED IN) 11).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. ' POST STYLE ; CHANGE A C'A A 1 � � l 7'-1 n 71-1 n t-p1/2" 81-61/411 5'-51/4r' ra y 3 �i'', I 14'-211 16'-0" DRAWN: ' 0. ` !/, SCALE: JOB#: 301 2n h G'. "� '*�d ,� 3/3/2023 0.4� SHEET NUMBER: FLOOR PLAN 3 � N S PROJECT NORTH A-4 CALF 1/4 = 0 1 S W 1 '.l. FIJ1\� F.�li T11 TrF" W U W Q , 1 II I I I I I I T^ , I II O I I I I I ROOF AREA:1706 SQ.FT. I I I I I AT 100%WATER RUNOFF:285 CU.FT. A PROVIDE(2)8'DIA.X 4'DEEP DRYWELLS (ALT.8'dia.,B'deep) DRYWELLS CAPACITY:336 CU.FT. I 2X10 DF#2 RR(@16"OC OGEE GUTTER-STANDARD 5" NOTES: I I 1).EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. I W 2).PREPARATION: A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. Q O Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR Imo, I I I METALS WITH PROTECTIVE BACKING PAINT. �_/I ✓' ' I -------------- 1 I I I ICX) I 3.INSTALLATION: I O W � ---------------, I I I I I � : I A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. V I I 1 I I I ' ' 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. X ' ' 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. Z i 1 a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND I I I I I I I M ACCESSORIES, 1L -f I I I , , B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT � V ' ---------- -------------------- I I I CONNECTORS. ~' , I I I 1 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL v) I I I t 1 CONNECTION WATERTIGHT. In E"I O DRY WELLS TO BE 10'MIN. 4).PROTECTION: m AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL ' \ Q, COMPLETION. V , 0 O � W Q I I I I jI I i , , --------------------------------------- ; ; STORMWATER MANAGEMENT SCALE: NOT TO SCALE I I I I I I II N 1 I I I 11 cn I I I I I I C7 C.J Cr X � C)" m ° V ------------12---------; ;---, ;--------- ; ; �; y; in T.1 I I I I I I I I I (1) I I I I I I I I 11 �O00 / � �1 I I I I I I I , I I rry O i+i 4 I I I I I I I , 00 I I ---------------------- -- ----------, ^ 2XIODF#2RR(a?16"OC ,. U cn -, , , 1.INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. Co x I 2.ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. N N GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. 0 W 3.INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. PER CODE. 4.APPLY 1/2"THICK FIR COX SHEATHING OVER ROOF FRAME. � W 5.APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND DIRECTLY TO THE DECK ALONG EAVES. I I 1 1 I I H 6.USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ V 12"OH 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. O I I I i I I (TyP) 7.ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. B.DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODM SHEATHING __ .___________________________________________. I MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. I I 1 �--- ----------------------------------------- --' UNDERLAYMENT IS NOT TO BE LEFTE XPOSEDTO ELEMENTS AT END OF THE N WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS COMPLETE. I I „ 9.INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. w I USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT I a"fjl I IY LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT V CUTTING INTO SHINGLE SURFACE. V J Q r/1 12 � C)0 12 A 10.VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT S-400 4 I AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA W __ -_____ I RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. -_ _N_____________________________, �T _________ � CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO 1 I ------------K 1 I [` CONCEAL VENT. 11.GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED AS REQUIRED. ROOF PLAN ' SCALE: 1/4" = 1'-0" E `,"r -'7 DRAWN: y rvx r s N 5 PROJECT NORTH .�. . SCALE. .�+`� ���� JOB#: xo"' W 3/3/2023 ems'/'•, ' '' SHEET NUMBER: A-5 r 7 r- e�^ C �- 'rTr'^t -/ • •' � Frr-1-ll1 V — - — - — - — - — - — - — - — - — - F-•-i .. H 1-3/4X11-7/8 ML RIDGE INSTALL WINDOW(S)PLUMB,LEVEL AND SQUARE INSTALL JAMB FLASHING. INSTALL A DRIP CAP(IF FOLD HOUSEWRAP DOWN AT HEAD;TAPE PER MANUFACTURER'S INSTRUCTIONS;SEALANT APPLICABLE); HEAD FLASHING;AIR SEAL WINDOW AROUND 12 BEAD AT JAMBS AND HEAD MAY BE OPTIONAL INSTALL HEAD DLASHING ENTIRE PERIMITER ON THE INTERIOR WITH BASED ON RISK FACTORS;IF SEALANT IS INSTALLED SEALANT OR NON-EXPANDING FOAM;EXPAND- 2X6 COLLAR TIE 48"OC 7 IT MUST BE CHEMICALLY COMPATABLE WITH ING FOAM SHOULD NOT FILL THE SILL PAN. ___ HOUSEWRAP AND FLASHING, a0 12 @fib .4zo F W WINDOW WITH HOUSEWRAP DETAIL2 7ri pFP� RR I I 2X8 DF#2 CJ @16"OC ---- O 1 F+�1 0 0 ® ® O N FABIENER TYPE. SPACING. • No BWOODSCREW BASE➢ANCHOR /fi'« Sn EMBEOMENL IENOCN GM - o No IB WOObSCREWS e ' BASED ANCHOR_ 16.00 210.EMBE —IfNGiM 114.ft IAGSCAEW O B D ANCHOR— 1V« 1 Ln EMBFDMENF IENGRI 0 ® ® 7/1•APA 0.YWOOD O N 'p.APA MTFD fi AT18NG SHEATHING (KTERNATIVNf:LED ® � LR•APA RATED SHFATHQIG GRADE�VWDDD O m TVPE: °PACING. DH2oo-scnew s"'. 3/4"SUBFLOOR NCHOR WIDI IB'«wm"Dwsill MEtrr�nGINTYPICAL WINDOW OPENING 000-s«Ew: 2XI0 FJ @16"OC ��f DBL. 10 FJ @16"OC�� o 2X10 FJ @16"OCPANEL SPAN EQUAL OR SMALLERoaMExrl>74 1N 1r a - -THAN 4 FEET u� ( ) zi (3)2X10aoR wlrH tfi•a 3 2XI0® GIRDER GIRDERDMEnTIFNGTN • SOLID BLOCKING ll TYPICAL DOOR OPENING �i 2X6 ACQ SILL PLATE BETWEEN JOISTS PANEL SPAN GREATER THAN 4 FEET Mu1Ta1tM.vwooD rssEr4BElEs FASIENERTYPE: °PACING: b� TERMITE SHIELD b• 2-2WDF#2:lIpSCONnECIED UNDER BEARING WALL AND EQUAL OR SMALLER TIXkI11ER w11n srAlrvtFss sr2EE N°BtYO00.5 SILL SEAL THAN 6 FEET DR�a.vlw2r-D BDETs w/wawERsoME""Err IE"P NGTN °•« kn TYPICAL MULTIPLE OPENINGS Nw IO—MEET , BASED AroaR wrrH r« •: � M hn.EMBEDMEM IFNGTI — ►• •, rl H PANEL SPAN GREATER THAN 6 FEET EX.PC WALL e; e: EX.PC WALL Q( AND EQUAL OR SMALLER `/BPSEO A„CUHONlfEi11 tfi•« 1 LALLY COLUMN LALLY COLUMN THAN 8 FEET xm.E248EDMExr IENGtN 00 : (TYPICAL) (TYPICAL) `•! WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL L w AS PER SEC.R301.2.1.2 NYS CODE:PROTECTION OF OPENING WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO ' COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,16D9.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL •: CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. °• •• •• • •• •• • •• •• • •• •• • •• •• • •• •• • •• •• • •• •. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. !�,�'�,V �• .d A HARDWARE MUST ACCOMPANY SHUTTERS FORINSTALLATION. - -� _ — •' p•p•p �•p. •' 2'X2'Xl' 2'X2'XI' p FOOTING FOOTING v m 0 CROSS SECTION A o � 0 1-3/4X11-7/B ML RIDGE r+ "o — 3 (o SCALE: 1/4 - 1 0 x o Cz C) Do 2X6 COLLAR TIE @48"OC m m 5 v 1n U � cd 00 cvcu 2X10 FALSE 12 .c W RR 16"OC 4 �+ 2k70 RR @l6�pC 2X8 DF#2 CJ @16"OC 2X6 CJ 16"OC (2)2X10 113 U GIRDER O 11/4 11/7 11/4 11/4 11/4 11r1 1/4 11/4 t 7/4 r^ !' W.. LAV LAV W.C. UV. SINK O n.SH ER SH R [,I D.W. _1 li- �h �('����� ] 2 N I, G�C(FIREPLACE)]0 - c.0. 3 11/411 c.o. C' 11/4 21, 3 3 F.A.I. ® 1 O 2X8 ACQ 3 J � V GIRDER 3/4"SUBFLOOR 4 2X8 ACQ(aJt6^OC (3)9-1/2 ML (3)9-1/2 ML 2X8 ACQ DJ @16"OC SLOPE"t/4"PER FOOT PITCH TO DRAIN(3) SEPTIC SYSTEM TOAPROVED 4'C.I. �Y e• ; J(6"0C (3)2X10 GIRDER (3)2X10 GIRDER (a,) 1t: 2X6 ACdiaQ SILL PLATE a�r• :e'• PLUMBING SCHEMATIC • o_ (PIER b TERMITE SHIELD to -d :� "� SILL SEAL �.•.i. - SCALE: NOT TO SCALE •Aj p•. rra,. A LALLY COLUMN 8^PC WALL •.*"�" e •, •', •', ;v It..o• 24X24 CONC.PIER O 2'X2'Xl' e' e: DAMPPROOF 0 .e REINFORCED(TYP) •' a` /4 rw 00 FOOTING ; • • `� q�g� It b b. e t, C/,, .; p• ' ;e: y. v�+, DRAWN: 4"CONC.SLAB .. .. .. r•e• +� •.d �' "�' �;1p 'I! SCALE: .. •: .�, �, ..� ,•..�:f•�. .Q y; JOB# ��� 'g 3/3/2023 36 • •• •• "X12"FTG # 24"X24"Xl2"FTG 16"X8"FOOTING `oF • ( . - SHEET NUMBER: 2)#5 REBAR SEC TION CTION B .,,,T or 11 1 111 A 6 3 (o SCALE: 1/4 = -0