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HomeMy WebLinkAbout46878-Z �O�tguFFOten Town of Southold 11/29/2022 % P.O.Box 1179 y z 53095 Main Rd vy�01 'iaoSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43628 Date: 11/29/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING. Location of Property: 39 Harvest Pointe Ln Unit 108, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-52 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/15/2021 pursuant to which Building Permit No. 46878 dated 9/27/2021 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 porch screened porch and attached garage as applied for Unit 108 The certificate is issuedto Rimor-Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0162 9/8/2022 ELECTRICAL CERTIFICATE NO. 46878 11/17/2022 PLUMBERS CERTIFICATION DATED 11/12/2022 All 1 lubi ContracArs Inc Aut r e Si ature �sufFoc,�c TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE oy • SOUTHOLD, NY poi� Sao � 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#: 46878 Date: 9/27/2021 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct single-family dwelling as applied for per SCHD & Planning approval. (A-1 model) a At premises located at: 39 Harvest Pointe Ln Unit 108, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-2-52 Pursuant to application dated 9/15/2021 and approved by the Building Inspector. To expire on 3/29/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,133.20 CO-NEW DWELLING $50.00 Total: $2,183.20 Buil Ins ctor 0f SO!/j�Ql . � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.deviina-town.southold.ny.us Southold,NY 11971-0959 Q a �yCOUNTY,� ' BUELDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 39 Harvest Pointe Ln UNIT 108 city:Cutchogue st: NY zip: 11935 Building Permit#: 46878 section: 102.1 Block: 2 Lot: 52 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: MTM Electric License No: 3700ME 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 X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 51 Ceiling Fixtures 10 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 5 Wall Fixtures 14 Smoke Detectors 3 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 31 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transfer Switch UC Lights Dryer Recpt G8S Emergency Strobe Heat Detectors 1 Disconnect 2 Switches 37 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Mini Fridge, Oven, DW, Micro, Hood, W/D, Septic Disco, 150A Panel 30 Circuits /23 Used Notes: New House Inspector Signature: Date: November 17, 2022 S.Devlin-Cert Electrical Compliance Form �z'r. c�-tea 1�0 SOF SO(lTyQl4 . � d Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 Q a� OUNII BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No.= U !y((,uj+4i t 0 Owner:RNmb 1R. _ LL C n (Please print Plumber:A ►IS(.,{,4o lv- 0b n +QaC+0c51 9—"C (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. lumbers Signature) Sworn to before me this day ofQ2o ZZ Notary Public,&4A-1�_County F'otary Public,State of New Yorrc Reg.No.01 F1636836/ Qualified in Suffolk County Co.�mi�icn Gpit��s la.-�S ( I SOUT1T' JOS TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECP N [ OUNDATION 1ST [ ROUGH PLBG. UNDATION 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: m DATE v INSPECTOR ho�aUf SOUTyO� s atV� •. ��' # TOWN OF SOUTHOLD BUILDING DEPrt: 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION I'M ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: v DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. `ycourm N�'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUCH 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: py-y (J v � s r DATE '1� INSPECTOR -7 - # TOWN OF SOUTHOLD BUILDING DEPT. olo 765-1802 - INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [. ] FIREPLACE & CHIMNEY = [ ] =FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [/_] PRE C/O REMARKS: o a' DATE 10 U 1102or INSPECTOR ��/" OF SOU Ty° Un t o g * TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]. FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL . [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ I PRE C/O [ ] RENTAL REMARKS: YIJ Pt, DATE INSPECTOR + Ll (a S7 a ---- -- ' lob q SOUIyOI # TOWN OF-SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. 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I A t i f F t. a. 4 P XN ' qqa INN 1� 'a? Thanks! i -,*MR , 5 f :5} x R'r. Home Energy Rating Certificate Property HERS Al Holly-Unit 108 Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2022-11-14 Rating Number: MC193 39 Harvest Pointe Ln Registry ID: 623127480 Cutchogue, NY 11935 Estimated Annual Energy Cost Percent HERS Index: 54 Efficient Home Comparison: 46% Better Heating 67.6 Use MMBtu Cost Cost$153 10% General information Cooling 1.7 $96 6% Conditioned Area 3757 sq. ft. House Type Single-family detached Hot Water 12.2 $13 1% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 24.2 $1159 75% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $120 8% Mechanical Systems Features Total 105.7 $1541 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 127.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 147 cfm, 30.0 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI ECCC New York State 2020 Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA psea000r NA Vaulted Ceiling NA Kl.�;2ACH indow T e U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 ration R to 1907 CFM5 (2.72 ACH50) Foundation Walls R-13.0 M od Blower oo. Michael Fauci 1907 CFM x 60 Min/Hr/42016 Ft' 0 Pa Energy Testing Services Lights and Appliance Features 1648 Locust Ave, Unit E Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Naturaw Bohemia, NY, 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Ext. 105 Refrigerator(kWh/yr) 568 Clothes Dryer CEF 3.49 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: �— REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. NY-ECCC 2020 Certificate 39 Harvest Pointe Ln, Cutchogue, NY 11935 Bu 1---ilding Envelope Insulation —_-- ------ ------- -- Ceiling R-37.7 Above Grade Walls R-21.0 Foundation Walls R-13.0 Exposed Floor NA Slab R-0.0 Edge, R-0.0 Under Infiltration Htg: 1907 Clg: 1907 CFM50 Duct R-8.0 Total Duct Leakage 127.00 CFM @ 25 Pascals Window Data U-Factor SHGC Window 0.290 0.280 I Mechanical Equipment HEAT: Fuel-fired air distribution, Natural gas, 95.0 AFUE. COOL: Air conditioner, Electric, 16.0 SEER. DHW: Conventional, Natural gas, 0.69 EF, 75.0 Gal. HERS Index: 54 Builder or Designessi I Signature REM/Rate - Residential Energy Analysis and Rating Software v16.0.6 GRCH ARCHITECTURE PC * 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANOIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 May 01, 2022 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit# 108—Permit#46878 Dear Mr. Verity, The rear covered porch as depicted on the submitted architectural plans will be "screened in" as per the Planning Board's approval dated January 18, 2019. �FtED ARC' Res ectfu y submitted, �( paeRT CV, y/jam C' C Z Gle C +srveny,AIA, LEED AP al N �A02361 OF NE�y fiWA E MECHANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the°basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President i. 20 Feldland Street, Bohemia, NY 11716• (631)563-1298 • Fax: (631) 563-2954 r yl GRCH ARCHITECTURE PC 5750 EXPRESS DRIVA SOUTH SUITE 202 �SLANDIA, NY 11749 WW W.GRCHARCHITECTbRE.COM (631)864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New Ykrk State Residential Code for both spray foam and draped blanket insulation exposed in basement c�ndition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 %" (provided±31 Flame spread index 25 or less and sm,olce-deve lopment index of 450 or less is provided: Provided/Installed Bayseal Closed C1 Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less s and smoke-development index less than 450 in accordance with ASTME84. i Draped Foundation Wal Insulation Blanket .(Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 45 . Provided/Installed. Ecotouch FlarnE Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espectfu�ly submi ed, ,�ERED ARc �C5SRT C jy�y�J� C� Glen Cherve• y IA, LEER AP Principal , �z �¢ "9 023B113 Q� ��OF NE�-1 GRCH ARCHITECTURE PC 3750 EXPRESS (DRIVE SOUTH _ SUITE 202 ISLANDLA. NY 11749 W W W.GiRCHARCHITECTURE.COM (631)864-3395. May 01, 2022, Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Basement Code Conformance Unit# 108—Permit#46878 Dear'Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2020 Energy Conservation Construction Code of New York State, R402.2.9 Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet(3048 mm)below grade or to the basement floor; whichever is less. espectfully s brriitted, D ARc \C0ZERT C jy� C 6 F2� Glen Cher eny, AIA, LEED AP Principal Nj, "9 0238A3 T�OF NE�`l }. Manual S Compliance Report Job: wri9htsotW Date: Oct.21,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 108-39 Harvest Pointe Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 17582 Btuh Entering coil DB: 76.0°F Outdoor design WB: 71.0°F Latent gain: 3500 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 21082 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16.0 Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 96% of load Latent capacity: 7200 Btuh 206% of load Total capacity: 24000 Btuh 114% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 46217 Btuh Entering coil DB: 63.1°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 875 cfm Output capacity: 48000 Btuh 104% of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. wrightsoft" 2022-Oct-21 16:43:43 � Right-Suite(g)universal 2018 18.0.32 RSU20066 Page 1 ACCK/yr1...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W �- Residential Plans ExaminerReview Form Form UCtS)®��r RPER 1 CCK. , for HVAC System Design (Loads, Equipment, D 15 Mar 09 Pto�nitg ar�an>sotnmata Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J 1 Form(and supporting worksheets): Yes 0 No Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes Ei No OEM performance data(heating,cooling,blower): Yes E] No E] Building plan#: Manual D Friction Rate Worksheet: Yes F] No Duct distribution sketch: Yes E] No 0 Home address(Street or Lot#,Block,Subdivision):Model Holly A1, Cutchogue, NY 11935 HVAC LOAD CALCULATION , Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature: 68 'F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 46217 Btuh Number of bedrooms: 3 Conditioned floor area: 3788 ft2 Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 *F Indoor temperature: 75 °F Windows Root Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 1.0 ft Sensible heat gain: 19979 Btuh Internal shade: blinds Blinds,drapes,etc. E2V8 Latent heat gain: 3977 Btuh Depth window Total heat gain: 23957 Btuh Number of skylights: 0 HVAC EQUIPMENT SELECTION ,• Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: Split AC Heating cfm: 875 umace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 800 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16.0+ Fan's rated external static pressure for design airflow Heating output capacity: 48000 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity: 0 Btuh Aux heating output capacity: 0 Btuh Latent cooling capacity. 0 Btuh HVAC DUCT DISTRIBUTION ■ •1 Design airflow: 875 cfm Longest supply duct: 478 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 201 It Trunk duct: Sheet metal Total device pressure losses: -0,6 in.H2O Total effective length(TEL): 679 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.001 in/100ft Branch duct: Round flex metal,Sheet metal Friction Rate=ASP r(TELx 100) declarethe •.• calculationjequipment,equipment selectionand duct design r• • performed based on - building plan listed above� I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrightsofk• Ri ht-Suite®Universal 2018 18.0.32 RSU20066 Load Job: -�- wrightsoft, Short Form Date: Oct.21,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 108-39 Harvest Pointe Lane, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial) /2 Design TD (°F) 58 8 Pressure/AVF 50 Pa/ 1422 cfm Daily range - M Inside humidity (%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Basement 1743 10447 431 218 20 Breakfast Area 125 3970 1781 83 84 Bed 2 194 3448 1618 72 76 Bath 1 54 474 87 10 4 Kitchen 178 1661 1755 35 83 Living Room 368 5756 2909 120 137 Foyer 135 4074 2655 85 125 Laundry 44 781 609 16 29 WIC 2 42 485 38 10 2 Stair 71 0 0 0 0 WIC 1 32 625 66 13 3 Master Bed 302 4067 1863 85 88 Master Bath 137 1356 894 28 42 Hall 62 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Oct-21 16:43:43 ti WC19htS0�[� Ri ht- �- .•r�,.�....,�,a, g Suite®Universal 2018 18.0.32 RSU20066 Page 1 /4CC{�...Model Al MAN JSD1Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Bath 2 45 1098 311 23 15 Bed 3 129 2619 1428 55 67 Loft 127 1035 539 22 25 Entire House 3788 41896 16986 875 800 Other equip loads 4320 596 Equip. @ 0.88 RSM 15472 Latent cooling 3500 TOTALS 3788 46217 18972 875 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - -Wriightsoft� 2022-Oct-2116:43:43 1• eM1nb1•ID.neu.�uA�..��p.q Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 Ca ...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Project Summar Job: WCl�rlOft y Date: Oct.21,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project jnformation For.- Unit or: Unit 108-39 Harvest Pointe Lane, Cutchogue, NY 11935 Notes: De.sigpInformation Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 40897 Btuh Structure 16210 Btuh Ducts 999 Btuh Ducts 776 Btuh Central vent (68 cfm) 4320 Btuh Central vent(68 cfm) 596 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 46217 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 15472 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) /2 Pressure/AVF 50 Pa/ 1422 cfm Structure 1968 Btuh Ducts 134 Btuh Central vent(68 cfm) 1398 Btuh Heating Cooling Outside air Area 3788 3788 Equipment latent load 3500 Btuh Volumee((ft') 28430 28430 Air changes/hour 0.32 0.14 Equipment Total Load (Sen+Lat) 18972 Btuh Equiv.AVF(cfm) 150 66 Req. total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment'Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER.16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 _Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Oid-wrights®ft- 2022-Oct-21 16:43:43 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 CA...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W N Second Floor Bed 3 81 cfm 129 cfm 30 cfm Loft 6x16 p Riser Ret Riser 28 cfm 6x16 10 , 2 Stair Up .lob#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave Right-Suite®Universal 2018 Unit 39Har r�eystlP� te Lane, Bohemia,NY 11716 18.0.32 RSU20066 u cha ue, 2022-Oct-21 16:43:59 SD\Rimor Model Al MAN JSD JA.rup N Main Floor Broan Exhaust Fan Model L150 68CFM Energy Star Y c m Continuous Use Timer u Breakfast Area 01 cfm L51 cfm �82 cfm L82 fm Master Bath Master Bed L99 cfm t. cfm IGtchen Living Room Hall WIC 1 WuLnu S�213eer 16A and�34 m WIC 2 12 NAth 1 7 cfm Stair Foyer Bed 2 Garage L91 cfm 8' .lob#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 2 1648-A Locust Ave Right-Suite®Universal 2018 Unit 11�� Ha }}�We Lane, Bohemia,NY 11716 18.0.32 RSU20066 Gi1Cl1 �U�,I� 11335 2022-Oct-21 16:43:59 ...SD\Rimor Model Al MAN JSD JA.rup N�K Basement Make up air 68 r�nn Skuttle Model 2161 262 cfm 6" 14" 6" 8" 6" x 16 9„36x1 10" 6' 5" 1D" 4.. 4.. 4' Basen ent 26" 8 up Riser Ret Riser 10 4 x 16 10" 87 drn 87 cfm 87 cfm .lob#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave Right-Suite®Universal 2018 Unit8O 39 Ha�eYs$� �te Lane, Bohemia,NY 11716 18.0.32 RSU20066 ,,f,-h39 Cf1OgUe, 2022-Oct-21 16:43:59 SD1Rimor Model Al MAN JSD JA.rup - Duct System Summar Job: wrightsoft Date: Oct.21,2022 Entire /douse By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 108-39 Harvest Pointe Lane, Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.001 in/100ft 0.001 in/100ft Actual air flow 875 cfm 800 cfm Total effective length (TEL) 679 ft Supply Branch Detail • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln (ft) Trunk Basement h 144 87 8 0 0 Ox 0 MtFx 0 0 easement-A h 3482 87 8 0.004 8.0 Ox 0 MtFx 23.8 160.0 st2 easement-B h 3482 87 8 0.003 11.6 16x 4 ShMt 48.5 225.0 st2 Bath 1 h 474 12 5 0.006 4.0 Ox 0 MtFx 16.0 95.0 Bath 2 h 1098 28 18 0.002 5.0 Ox 0 MtFx 66.5 400.0 st8 Bed 2 c 1618 86 91 0.006 9.0 Ox 0 MtFx 31.5 95.0 Bed 3 c 1428 66 81 0.001 8.0 Ox 0 MtFx 76.3 400.0 st7 Breakfast Area c 1781 99 101 0.003 9.0 Ox 0 MtFx 16.8 225.0 st2 Foyer c 2655 . 102 150 0.003 10.0 Ox 0 MtFx 43.8 205.0 st2 Kitchen c 1755 42 99 0.007 9.0 Ox 0 MtFx 2.3 95.0 Laundry c 609 20 34 0.002 5.0 Ox 0 MtFx 48.8 315.0 st2A Living Room c 1455 72 82 0.002 8.0 Ox 0 MtFx 25.8 325.0 st2A Living Room-A c 1455 72 82 0.003 8.0 Ox 0 MtFx 15.5 215.0 st2 Loft c 539 26 30 0.001 5.0 Ox 0 MtFx 68.0 410.0 st7 Master Bath c 894 34 51 0.002 6.0 Ox 0 MtFx 38.3 325.0 st2A Master Bed c 932 51 53 0.002 6.0 Ox 0 MtFx 53.0 295.0 st5A Master Bed-A c 932 51 53 0.002 6.0 Ox 0 MtFx 52.8 300.0 st5 wic 1 h 625 16 4 0.002 4.0 Ox 0 MtFx 58.8 325.0 st5 WIC 2 h 485 12 2 0.002 4.0 Ox 0 MtFx 56.0 290.0 sty Bold/italic values have been manually overridden wrightsoftm 2022-Oct-21 16:43:43 ti .una•rw.nnnaw....,v„.., Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 kdk...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Supply Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl st2A st5 Peak AVF 130 111 0.002 238 10.0 0 x 0 ShtMetl st2A st5A Peak AVF 51 53 0.002 268 6.0 0 x 0 ShtMetl st5 st2 Peak AVF 823 756 0.001 206 29.9 16 x 36 ShtMetl st2A Peak AVF 375 407 0.001 204 23.0 16 x 18 ShtMetl st2 st7 Peak AVF 92 111 0.001 167 14.2 16 x 6 ShtMetl st6 st8 Peak AVF 28 18 0.002 41 8.4 16 x 6 ShtMetl st6 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb3 Ox 0 669 807 201.0 0.001 219 26.0 Ox 0 MtFx rt2 rb2 Ox 0 119 129 199.3 0.001 236 10.0 Ox 0 MtFx rt2A rb1 Ox 0 262 24 83.3 0.004 245 14.0 Ox 0 MtFx TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 788 936 0.001 219 28.0 0 x 0 ShtMetl rt2A Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl rt2 Wrightsoft, 2022-Oct-21 16:43:43 ��. ...ur.re.,.,.,,,.n,—Z Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 ACM...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W OFFICE LOCATION: ALAILING ADDRESS: Town Hall Annex ®� S1 P.O.Box 1179 54375 State Route 25 ®�� ®� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) h Southold, NY Telephone: 631 765-1938 www.southoldtowuny.gov l�c®UNT`I,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 4, 2022 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 95 — 98, 105 — 110 The Heritage @ Cutchogue aka Harvest Pointe 75Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units # 95 — 98 and 105 — 110 of the above-referenced Residential Site Plan have been completed based on the site inspection made on September 28; 2022 and the subsequent work session on October 3, 2022. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these ten (10) units. Please note that there-are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. R 92ks Donald J. i censki Chairman cc: Michael Verity; Chief Building Inspector Michael Collins, Town Engineer SCOTT A. RUSSELL {;? k " + : ��;. MICHAEL M. COLLINS, P.E. SUPERVISOR TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 _ ® stir Fax. (631)-765—9015 MICIIAFIXOMINS TOWN-SnIJTHOI:D.N)LUS OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings September 28, 2022 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 95-98 & 105-110 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the driveways,front yard areas and side yard areas of units 95-98 & 105-110. The rear yard areas have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. Due to the location of the units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these ten (10) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at (631)765-1560. Sincerely; Michael M. ollins, P.E. Town,Engineer cc: Michael Verity, Chief Building Inspector FIELD-INSPECTION REPORT 'DATE CqMMYNTS FOUNDATION(1ST) -------------------------------- FOUNDATION(2NA) t�. ao4 ROUGH FRAMING.& PLUMBING 0o1 VN Will r INSULATION.PER N.-Y. !A/ y. STATE ENERGY CODE 2 MA Ce6u,(13 3 . g C-wsut FINAL ADDMONAL COMMENTSAQ co - 100 5r 3� - . n e . . e . (ger � z TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Yy xr Telephone(631) 765-1802 Fax (631) 765-9502 httl)s://www.southoldtovvmny.izov For Office Use Only Date Received PERMIT N(0.__ - BuildingD Inspector: L.J RE;0 V/H D Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's S E P 1 5 2021 Authorization form(Page 2)shall be completed. BUMD-P4G DEPT. APPLICATION FOR-BUILDING PERM117 Date: ` TW T OF SOUTHOLD OWNER(S)OF PROPERTY.- Name: ROPERTY:Name: Rimor Development Tax Map.#:SCTM#1000- 102.01 - 02- Physical 2-Physical Address: E)11 ,�,,'A ` n Phone#: 631-678-2667 YYCC Email: teamalia65@gmail.com 1(-/) Mailing Address: CONTACT PERSON: Name:Henry Alia Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail"com DESIGN PROFESSIONAL INFORMATION: Name:GRCH Architecture Mailing Address: 3750 Express Dr.South Islandia, NY 11749 Phone#: 631-864-3395 Email: CONTRACTOR INFORMATION: Name:Rimor Development Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION 2New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $300,000.00 Will the lot be re-graded? 2Yes El No Will excess fill be removed from premises? ❑Yes ONo PROPERTY INFORMATION Existing use of property:. Intended use of property: Condo-resitdential Date of Purchase: Name of Former Owner: 1 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? 2Yes ❑No IF YES, PROVIDE A COPY. 2 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 r in described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authoriz in pe ors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to esti 2 0.45 of the New York State Penal Law. Application Submitted By(print na .e): enry Alia 42Authoriz Agent Downer Signature of Applicant: j Date: or STATE OF NEW YORK) SS: COUNTY OF Suffolk ) j Henry Alia being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the .Agent (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this �y �" day of •"'�u`'1- 20 SHER ' PIRONE NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTH RIZAJoWation No. 01 P16388308 (Where the applicant is not tLeown a Ified in Suffolk County mission Expires March 04, 2023 I� residing at do hereby authorize to apply or my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name CONSENT TO INSPECTION KO the undersigned,do(es)hereby state: Owner(s)Name(s) That the undersigned (is) (are)th owner(s)of the premises, Southold, located at 12Itz-r i el -0 r which is shown and designated on the Suffolk County Tax Map as Ifistrict 1000, Section ��.®I ,Block 01 _,Lot That the undersigned(has) (have)filed, or cause to be filed,an application in the Southold Town Buildina Inspector's Office for the f llowin That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances, rules or regulations of the Town of Southold. 9 Dated: (Print Nai e) (Signature) (Print Name) o�oSu�Foc,��o Gy< BUILDING DEPARTMENT-Electrical Inspector C, TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 y?j�l �a Telephone (631)765-1802-FAX(631) 765-9502 Temporary Certificate # D 9 q Date 2021 Customer Name i e 40A0V Electrician Name Address ��u�SD •>�c Phone $ 1 e-mail V.� e-mail Phone License# 76 D Siie--I-So A Phase Overhead Underground _ #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or PoleL H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is v or om the dat bove. Authorized by j �SU5OLP.- BUILDING DEPARTMENT-Ele n I PICC r Gey TON N OF BOUT a V Town Hall Annex - 54375 Main o - 00i 13p)S12h1�p o �a1 �o Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX { ' roger.richert _town.southold.ny.us co APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: e"i let Date: Company Name: �' l � ! e C fva e. Name: License No.: email: j In. P C C` Address: Phone No.: JOB SITE INFORMATION: (All Information Required) Address: �l�.Wil bl el- -01 -P Cross Street: Le, Phone No.: Bldg.Permlt#: 7 email: f,j ;` ; Ta.'- Map District: 1000 Section: m Block: Lot: 059,, BRIEF DESCRIPTION OF WORK (Please Print Clearly) Ciiircle AEl That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Informatl® (All information required) Service Size Zp 3 Ph Size: L. A Meters T^ Old Meter# !ew Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead t# Underground Laterals1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Formals r0�' / .q PERMIT # Address: Switches Outlets G FI's Surface Sconces H H's �(�� UC Lts Fans Fridge HW Exhaust Oven WAD Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: Comments ro�0 fFUt��� BUILDING DEPARTMENT- Electrical Inspector f� A� TOWN OF.SOUTHOLD = Town Hall Annex - 54375 Main.Road== P,&Box1'1=179' co `o r� Southold,.:N'e'w.-,-York.-11,971-0959 ... Telephone (631)•765-1802 2FAX(631)765=9.502 rogerr(c�southoldtownny.gov — seand(c southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: i License No.: Elec. email: w Elec. Phone No: ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE',INFORMATION (All Information Required) Name: •4 Address:'-' Cross Street: Phone No.: Bldg.Permit#: l.( (9 � email: ' a Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size 1-11 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals D 1 FJ2 D H Frame M Pole Work done on Service? OY N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT # Address: Switches Outlets 1 GFI's Surface Sconces_ � `i�► H H's UC Lts Fans Fridge C HW q C"/V 1 D Exhaust Oven W/ � 1 Smokes I DW Mini Carbon Micro t Generator Combo �I Cooktop Transfer ACI AH Hood Service A Have Used Special: l� Comments LA 39.22' 96 , A 95 rw A 97 A 98 A A r., ^9 V TYPE <: FLUSH ( " B—D RAMP s`'3v_' -- BBC . _ TYP = ,'>- _ TYP. R7 XL .ix,• K. r ,� .�.�•vrs:tw, .•.ay;,,• •v', .^4'b,e.Y.' .'s<vi,'NJ-F �"S�b�.n, .a,5, f km�_ [vh;, zMr„< ,�r '=.?,. ...3+ .!4.. 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E'~' x .:fKi •.:_ �`_.>. -k � :: h>< FLUSH CURB WITH PAVERS •I 105 A 106 107 ,- A A 6 49.22' 49.22' _MERGENCY ACCESS ROAD L-r-77LJ 3RASSED AREA WITH LOAD SEARING SUB—SURFACE SEE DETAIL) c' LA PROPOSED CRASH GATE NATURAL BUFFER AREA (SEE DETAIL) i-1 JECT EMERGENCY ACCESS TO EXISTING ROAD, ' :SS ROAD TO BE INSTALLED TO EXISTING -'MEN EDGE; PROVIDE MOUNTABLE CURB (SEE SIL); EMERGENCY ACCESS ONLY. NOT TO BE AS A CONSTRUCTION ENTRANCE/EXIT OR ANY OTHER PURPOSE EXCEPT EMERGENCIES. ' ;r �,�_� - -'..-�• :nom $ 4.� / .k L v AN - Q I !`177Q G j ,i 4�c1 cy f W Y== = mater Lines) ! 1 , T,Be Ins ed By The Suffolk County Dept. Of Health C811852-5754, 48 Hours In Advance . TO Schedule Inspeclton(s). APPROVED IN ACCORDANCE WITH BOARD OF � REVlEw DETERMINATION DATED 5-8— 17 `1' ® co W 0 J S93JECT TO QCT NAI+kTS& RESTRtCZI S Lt13ERz 2 �-- - J_ _z W n o PAGE ry®ryQ (� o m Lam! J �g� w ® O N - U) O� (n Q LLL O =P'S CERTIFICATION R,EQuIR�D. � � � o W LU SUBMIT P.E. OR R.A. CERTWIc;i.T1'Gf+l FOR 1N8 iALLAT10114 A i;r; Ot3�r J FJCTIOM F- W C) O � OF o FOR F1 NAL o •: sl'PRCVi.L. S`sfc,Nr 6 ' O E- z U) BuffQlk County ( ,.1r•r-. '4 "z tY�epaent of-Health Ser'ces ` s Aptyroval for Cpnstruction-Other Thqm Single Family Reference No. C-/® a /3 Design C/)gn l�lov, 2 1 PROJECT NO.: Use ® 026s) _ZZ 4f Pte' _ c f These plans have been reviev ed for general conformth Suffolk h3RA1NN BY: KCK County Department of&altb Services standards, relating to III-ter CHECKED BY: TFL supply and sewage disposal. Regardless of any omissions, DATE: _ inconsistencies or lack of detail, coast iactien is required to be in accordance with the attached permit conditions and applicable SCALE: AS NOTED standards,unless specifically waived by the Department.This approval FILE NO.: expires 3 years from the approval date,unless extended or renewed. - CADD: 00026 SP �Wcval Date evle SHEET NO.: Rovked Plan Approved /o_ s - 2v2o 0" F 5 S.C.D.H.S. APPROVAL J f SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT Health Department Ref.No. 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM ALL SIGNATURES MUST BE ORIGINAL. SECT ION 1 FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R10-17- VA LO Tax Map No.. 1000 District Section Block Lot 10 2. Name of Current Applicant: Rimor Development LLC Tel#: (631) 735-9200. Mailing Address: PO Box 908, Cutehogue, NY 11935 Email Address:teamalia65@gmall.eom Name of Current Agent:Henry Alla Tel#: (631} 678-2667 In Mailing Address: PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@gmaii.com DATE OF ORIGINAL APPROVAL: 09/08/2017 "If more than 6 years old and SCDHS site inspections have not been erfonned,a new agglication will be required SECTION 2 FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: Tel#: ( . I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; Signature of Previous Applicant/Agent: Date: SECTION 3 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Tel#: ( } - Architect/Engineer/Surveyor: I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me;for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: SECTION 4 FOR ALL RENEWALS AND TRANSFERS Application is hereby made to[ 1 TRANSFER, REN (check applicable)-a permit to construct in accordance with this application,surveys and plans submitted. I hereby certif t t I have examined this complete application and the statements therein are true and correct,and that all work shall be done in cc rd ce wi all applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a misd ec or ursua to S210.45 of New York State Penal Law." Signature of Current Applicant/Agent Date C1 Print Name of Current Applicant/Agent \ Title 4nryVla Agent/Project Manager DE 1%R—TWINTISE ONLY Permit is Transferred/ enewd Until ��. Number of Bedrooms Approved NIA Signature-of Department Representative"' Date /a 13 e So WWM-104(Rev.02/12) "Ll to 7R NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. I IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, 43.7' ao Of PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED �- 1.4' o I/ / PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF 8.4' J M 1.5' Ih W V�(1 V�(� AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE U) ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND z11 4.9' ai O THE NOTATION"ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. o� O Z z a ? COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 0 'r^ x V1 SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. N I W c j 0 O r— r- 1 \I ' I NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS co OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. -h'o n Z J 3 3' O I LU 12'8' ;- PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE C9 6 CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, (//�•a SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 00 OZ ^ LL O ' Q v OTHER THAN VISIBLE PERMANENT STRUCTURES. I W¢ ¢ 0.9' J _0 ZI COPYRIGHT©NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS 28 5' RESERVED.NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, LU LU I V) 20 5' RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED ORTRANSMITTED z IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN ?Z N 53°05'40" E 40.68' W PERMISSION OF THE SURVEYOR. C3 I D-IO CV I-Q THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER O 28.5'^ D'4' z W E PURPOS I _ Z 2 Q r` I 0 1.0' CO O W I 3.4' L6I _ cfl Z I < W a s I 12. 8' _ DO 1.3, 0 Z z L—— N � 03 TA' F-=O aD v7 'v ZD O LL '� � U f-- I LL ^ co IJ.I U) v! 8.2' O a0 4.8' m (n O a w N LL F- 1.5':- 4 X 1.5' to D N 43.8' M 0 1L N 53005'40" E 53.39' W _ Of NEIV I L� DAVID p 4, P a , r 0 S 81034'23" E R 0 67.78' O pd1 I 05 2*'- Q �� ILAND 2 °s`' o 2l 6,Q em� F_v �S J tl- CO ((p I 01-28-2022 FOUNDATION LOCATION 167.99' (ACTUAL) `�' FOUNDATION AS-CONSTRUCTED R=275.00' FOR UNITS 107-108 L=77.85' S52055'20"W UNIT DESIGNATION MAP OF U3 w HARVEST POINTE CONDOMINIUM 2 N DO :t o FILE NO.:490 FILED September 28, 2020 q TOWN OF I SITUATED AT S 40052'38" E o o to CUTCHOGUE 27.03' cn N c SOUTHOLD TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK cr S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 0200,LOTS 051.000&052.000 S9 24 5'20"�,► N ` NELSON '+ POPE —� - - 7 ♦ 0engineers•architects•surveyors Z 111 70 Maxess Road,Melville,NY 11747.631.427.5665.nelsonpope.com LL w SCHOOL HOUSE' DRAWN BY: NP CADD No.-INDIVIDUALSURVEYS U) LANE 00026 IS SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I DATE: 02-03-2022 PROJECT NO.: 00026 I DI DI NOTES: 1 o THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USEAND THEREFORE ARE I ERECTIONNOT INTENDED TO GUIDE THE TR ca co PLANTING AREAS,ADDITIONS TOBUILD NGS AND ANY OTHER CONSTRUCTION. U L) IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY m m ED CD PROFESSIONAL UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF 43.7' bo AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIXTO THE ITEM HIS SEAL AND 1.4'b THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 7.V 8.4' 1.51 r ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. W - W Z ^ V 4.9' COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. Ix 0) I Of O O ui O LL Z OW m Ib NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS a O. �' �... W ci f- a� W U O OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. 1.3'Z p&5 ° PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 1 14.2 ih I--. LLI __ (- CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WEnANDS,WATER COURSES, O0 O of U)0 : � 12 8 � W SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS O N I N (n w I W I] OTHER THAN VISIBLE PERMANENT STRUCTURES. co ir LU Z3 za n3 I Q ST DRIVE SE a z z �} v I < 0.9' W�8"PAVER /O COPYRIGHT®NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS O 0I �� ' Q BORDER p J RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, p� b / RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED W< W� 28.5' U` O2 zU' I �w 20.5' N 53005140" E 40.68' IN OR BY ANY COMPUTER OR PERMISSION F THE SURVEYOR. SYSTEM WITHOUT THE PRIOR WRITTEN _55 LU A/C E.BOX- LU CONTROL HOOKUP GAS ELEC. o❑ w _Z _Z • MODULE METERS METERS DI 3: Oa.O I �} O F- N co g l u)-j 28.5 ° 20.4' br z Z w-3 W o O «' w co c0� I Q 1.0'LU ST DRIVE SE O co W ZD =¢I w 0 3.4' I Q WBORDER R /C /� z VO - w O � 1.L. � M 2 W �_ 12.8'r 'p LLJ 00 IM I 14.2' 1.3'o 9 V N O7 v~i Lu 0 wz FDt6 a ~ } O a� a Na V d _ O- W x M Lu m U ) 1=° I 4.8' m 0 (n O w7.3' 8.2' N cd V N U > to cq Eli w 43.8' M m co m I N 53005'40" E 53.39' U 2 ®f- PIE � Av � o a� Gj �. o o DI I, 10 i r-\ CA _ v Z O S 81034'23" E R 67.78' Lu J I Mo Z os�� �?s�0. � I S CA S i9�, .c� Q o ° ti � 01-28-2022 FOUNDATION LOCATION FINAL SURVEY CO 01-25-2022 SANITARYASBUILT 167.99' (ACTUAL) C'4FOR UNITS 107-108 R=275.00' °'0'-2°22 ELLEC.PANELS DD CONTROL ODULES UNIT DESIGNATION MAP OF L=77.85' S52055'20"W 08-17-2022 FINAL SURVEY HARVEST POINTE CONDOMINIUM 2 w FILE NO.:490 FILED September 28,2020 SITUATED AT N � a CUTCHOGUE S 40°52'38" E CD o co CD L i It TOWN OF TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.C.T.M.DISTRICT 1000,SECTION 10201,BLOCK 0200.LOTS 051.000 6 052.000 27.03 �,N SOUTHOLD r rn S52055'20"W N NELSON + POPE 19.24' , engineers•errchhom•surveyors A 70 Meows Road,Melville,W 11747.63L427.5665.nelsonpNxxom Z W DRAWN BY: JR CADD No.;INDIVIDUALSUU0RVE S SCALE: 15 LL � CHECKED BY: MS FILE NO.: SCHOOL HOUSE SHEET NO.: I OF I co LANE 00026 ' =30' (7 DATE: 08-22-2022 PROJECT.NO.: ELECTRIC ' NOTES: PANEL THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, DI PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. 0 DI C IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, (9 t PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY t PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED W w�rQ PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF w AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE m U U I.< ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND j O THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH cx O:I w 3 W ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. w U W W U 1- COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED I in 43.7' cli /�(�— m I�'� SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY, r 1.4' O W—� m �O J>a 8.4' 1,5' n 1" WATER W'p NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS LU � SERVICE W OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. w U 2 W 4.9� I I c- UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED V 2 F W o n �U U I 3' AS TO ACCURACY.EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. 'r S`U U-Z m 0] r m ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN (� C z< d,a }W ri U W I ' U PLAN DATED 7121110.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED ` ® co 1 C U C7 }N I TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS r 00 LL Q Z (+f 1,3' Z 0(n ` I �' THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. (n S 6>; i'� � r__ O I CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR •• '� 1 O �`"- J% y U— Ol (n 12,8' _ I uJ FURTHER DESIGN, pL!LY >O 22' I W / to C 1, z 3.3' C"I W 3 ©U cNo 4"SDR-35 a I U STONE BASE O PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE �' Lu " 0 .5 v, Q DRIVE J U I CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, p�� p ❑?cNi I Q 0.9' W/8"PAVER Q O I I SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS u. 0 .. ,�! o' I ,� I-' Ur o BORDER I I 3 OTHER THAN VISIBLE PERMANENT STRUCTURES. z L� �l v 28.$' O W 1 20.5' r I COPYRIGHTO NELSON 8 POPE.ENGINEERS AND SURVEYORS.ALL RIGHTS "- C7 RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, _ W y, eC 0 9 I GAS ELECT. ; f, ' RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED ORTRANSMITTED F; �_ O,t� ) r" CONTROL METER METER DI / t r e IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 1 PERMISSION OF THE SURVEYOR. z< � 2 Imo. CIS LLI'I ¢ O b1 G E G E �O ADDITIONAL IMPROVEMENTS ANDIOR POSSESSION,IF ANY,NOT LOCATED,NOT Q V `� -°S= 0 ) �a r` 28Q. to .5. 20.4' o \/7,m i w SHOWN LL�, eV T oI gZN I I Lu 10, STONE BASE �j / \ O W ALL SANITARY PIPING 4"ANDS"SDRJ5,TYPICAL CJ CV �+' >a 21' cl Q DRIVE U g Q e - 3.4 W I W/8"PAVER Q 4"SDR-35a Z cl W I Q BORDER �0 d � >4® '• M �; Qo I m rn 00 U L_ C7 12.8'T 'O I m Uzi 19, �j Q /�� �j Z p 1.3' LIZ 1�q1 Jd O inLc; Z O U I I I, I F-. tz AUJI co c- . Ali co O N 4.8' is ° w N O ®� o >c 8.2' 1" WATER I I I �e' pAVI C -A N 7< i ® _ O anio mZ n 1.5' - SERVICE _w�L 3 ��� �� �•A 1.5 1: w—w— n p N�I 43.8' „v; "W Va m u:3co c- r;~N Ut,IU M3 ..lv t° Z i.NtJ`•,Jtl Q �=) f� X o ° v w I FW 61- K Q 00 Zo . (oOI0 �I � O �2 �v qui "'O DI �IWW - 3 O ?It LAND 5 J [02-10-2022 28-2022 FOUNDATION LOCATION SANITARY AS—CONSTRUCTED SANITARY SYSTEM AS-BUILT TABLE SANITARY AS-BUILT FOR UNITS 107-1108 STRUCTURE NAME TIE A TIE B 07-202z ADD CONTROL MODULES UNH- DESIGNATION ii!'8AP OF UNITS#107-108 8 ELECT.PANELS ST-1 38.8' 26.4' HARVEST POINTE CONDOMINIUM 2 ST-2 44.4' 22.5' FILE NO.:490 FILED September 28,2020 SITUATED AT LP 80.9' 30.5' CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 0200,LOTS 051-600 8 052.000 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S 0 L � � �� ® � � �® � UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 107 R10-17-0161 1,999 S.F. 486 S.F. 2,485 S.F. 14 � R10-17-0162 1,999 S.F. 486 S.F. 2,485 S.F. engineers o��h �' o������ -- 70 Maxess Road,McMlle,NY 11747 0 631.4275665 o nelsonpope.com DRAWN BY: NP CADD No.;INDIVIDUALS000R01 6YS SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF 'I .0 ill -30' DATE: 07-11-2022 PROJECT NO.; ®®®9l; APPRO ED AS NOTED DATE: B.P.# 4-Lf( g` q PLUMBER CERTIFICATIOP 1 ON LEAD CONTENT BEFOFY FEE: a BY: CERTIFICATE OF OCCUPAN. NOTIFY.BUILDING DEPARTMENT AT R SOLDER USED IN WATER 765-1802'_ 8'AM TO 4.PM FOR THE FOLLOWING INSPECTIONS:: SUPPLY SYSTEM CANNC_ 1. FOUNDATION - TWO REQUIRED EXCEED 2/10 OF 1% I F FOR POURED CONCRETE 2; ROUGH'- FRAMING & PLUMBING 3:, INSULATIba 4:-FINAL - CONSTRUCTION MUST BE.COMPLETE FOR C.O. --�- ALL CONSTRUCTION SHALL MEET THE PLUM.B-ING. . REQUIREMENTS OF THE CODES OF NEW ALL PLUMBING WASTE YORK STATE. NOT RESPONSIBLE FOR ]iVRTER,LlNES NEED DESIGN OR CONSTRUCTION ERRORS. TNS` FORE COVERING COMPLY WITH.ALL CODES OF ELECTRICAL NEW YORK STATE & TOWN CODES MSPECTION REQUIRED AS REQUIRED AND CONDITIONS OF SOUTHOLD TOWN ZBA SOUTHOLD TOWN PLANNING BOARD TRUSS PL ACARDING REQUIRED LD TO RUSTEES DO.NOT PROCEED WITHT^ ERAPv11NG UNTIL SURVEY. OCCUPANCY OR F,_-FOUNDATION LOCATION 4-BEEN APPROVED. USE IS UNLAWFUL WITHOUT CERTIFICA- dower door )F OCCUPANCY and ductwork testing required. ,rJAIM STORM WATER RUNOFF ?URSUANT TO CHAPTER 236 OF THE TOWN CODE. All exterior lighting Must provide Manuals installed,replaced or D, J and S as per repaired shall conform NYS Energy Code to Chapter 172 of the Town Code PLANS ARE IN CONFOIRMANCE WITH THESE APPLICABLE CODES: Section R316 Foam Plastic TABLE R405.1 H C) E OF NEW YORK STATE R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a Properties of Soil Classified According to the Unified Soil Classification System Z C ' 2020 RESIDENTIAL COD floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic W feet. Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a materials. UNIFIED SOIL VOLUME 2 1� 2020 EXISTING BUILDING CODE OF NEW YORK STATE solU cLAsSTEM oN CHANGE floor membrane above and a ceiling membrane below, draftstopping shall be provided in floor-ceiling assemblies under the R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to GRouP SYSTEM SOIL DESCRIPnON DRAINAGE FROST HEAVE POTENTIAL 2020 FIRE CODE OF NEW YORK STATE following circumstances: the job site shall bear the label of an approved agency showing the manufacturers name, the product listing, product identification SYMBOL CHARACTERISTICS POTENTIAL EXPANSION °U 2. Floor framing is constructed of truss-type open-web or perforated members. and information sufficient to determine that the end use will comply with the requirements. Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, 2020 MECHANICAL CODE OF NEW YORK STATE R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from UI LE OR NO FINES GOOD LOW LOW ❑ r , a GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, V 2 anels. the interior of a building by an approved thermal barrier of not less than % inch gypsum wallboard. LITRE OR NO FINES GOOD LOW LOW Z 2020 PLUMBING CODE: OF NEW YORK STATE P _ 020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GRouP t sw WELL GRADED SANDS, OR GRAVELLY SANDS, ° � o � � 2 R302.13 Fre protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be 1. Attic access is required by Section R807.1. LITTLE OR NO FINES GOOD LOW LOW L- 4--d = cn � SP POORLY GRADED SANDS, OR GRAVELLY SANDS, U ■� U > � m 2020 NEW YORK STA1 E ENERGY CONSERVATION CONSTRUCTION CODE- provided with a 1/2 inch gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the 2. The space is entered only for purposes of repairs or maintenance. LITTLE OR NO FINES GOOD LOW LOW � >N underside of the floor framing member. 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM LOW - N>- RESIDENTIAL PROVISIONS Exceptions: against ignition using 3/8 inch gypsum board. sM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW � � N 2 Z - 4. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the Gc cuter GRAVFLLs, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low Z i ` = t° LO erimeter oist s ace without the thermal barrier s ecified in Section R316.4 sub ect to all of the followin O fl - rn SECTION R101 P j P P 1 9 Q w c co SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW GENERAL Section R303 1. The thickness of the foam plastic shall be not more than 3Y inch. U o ° 4 ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, U) - (0 Light, Ventilation and Heating 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW ❑ = rr i 00 R101.2 The provisions of the 2020 Residential Code of NYS for One and Two Famil Dwellin s shall a I to the construction, alteration, gg 9 9 g P P P P y g P GROUP 2 cn Y 9 PP Y R303.1 Habitable rooms. Habitable rooms shall have an a re ate lazin area of not less than 8 ercent of the floor area of such 3. The foam lastic shall have a flame s read index of 25 or less and an accom an in smoke develo ed index of 450 or less sucH7 PlAsrlclrr M movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and rooms. when tested in accordance with ASTM E 84 or UL 723. CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICRY, cfl two family dwellings and tovrnhouses not more than three stories above grade plane in height with a separate means of egress Exceptions: GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM Ur and their accessory structures not more than three stories above grade plane in height. 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house Section R317 Protection of Wood and Wood-Based Products Against Decay ou+ To Low a wi Section M1507. 7 it d lates n exterior foundatio wall o r R202 Definitions: mechanical ventilation system is installed in accordance th R31 All s Is an p o n t be pressure p eservatively treated in accordance with AWPA U1. R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade ad'acent to the _ Continuous Insulation: Insulai:in material that is continuous across all structural members without thermal bridges other that 2, The lazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch airs ace all sides or ends foundation at all oints a minimum of 4 inches where mason veneer is used 9 P P ry and a minimums of 6 inches elsewhere. g ca able of roducin an averse illumination of 6 footcandles 65 lux over the area of the room at a hes ht of 30 R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been fasteners and service openings. It is installed on the interior or exterior or is integral to any opaque surface of the building P P 9 9 ( ) g wrapped with aluminum flashing. envelope. inches above the floor level. R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use anchored to the floor above, or has been sufficiently braced to prevent damage by the back filll where the unbalanced Mezzanine: An intermediate level or levels between the floor and ceiling of any story. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of of naturally durable wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative height of fill exceeds 4 feet. Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an and end use. Section R405 Foundation Drainage the ultimate design wind speed (Vuft) is 130 mph or greater. artificial light source located at the bottom landing of the stairway. R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundatiions that retain earth and Z R301.1.1 Alternative provisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the accordance with AWPA M4. _ enclose habitable or usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or limitations of this code and the limitations therein. Where engineered design is used in conjunction with these standards, the Section R305 R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and other approved systems or materials shall be installed at or below the top of footing or below the bottom of the slab and ~ design shall comply with the' Building Code. Ceiling Height washers, and connectors in contact with preservative treated wood and fire retardant treated wood shall be in accordance with this shall discharge by gravity or mechanical means into an approved drainage system. U 1. AWC Wood Frame Construction Manual (WFCM). (2015 EDITION) R305 1 Minimum hes ht. Minimum ceilin hes hts of 7'-0" in habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, toilet section. The coating weights for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners Exception: A drainage system is not required where the foundation is installed on well drained ground or sand ravel 0Y R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section rooms & la ndry rooms. 9 9 R301 or otherwise not conforming to this code, these elements shall be designed in accordance with accepted engineering practice. shall be in accordance with the material requirements of ASTM F 1667. mixture with soils according to the unified Soil Classification System, Group I Soils, as detailed 'in Table R405.1. � Exce tions: R 319.1 Address identification. Buildin s shall be rovided with a roved address identification. The address identification shall be le able Section R406 Foundation Water roofin and Dam roofin Z The extent of such design meed only demonstrate compliance of nonconventional elements with other applicable provisions and shall P f the conventional framed s stem. En sneered desi n in accordance with the International 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area 9 P PP 9� p g pp g ° be compatible with the performance o Y 9 9 and placed in a position that is visible from the street or road fronting the property. Address identification characters shall R406.1 Concrete and mason f n tructures and arts thereof, included in the sco a of this code. of not less than 30 inches by 30 inches at the showerhead, ry oundation dampproofing. Except where required to be waterproofed, foundation walls that retain U Building Code is permitted 1`or buildings a d s p P contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled ind rovisions of this code usin 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within earth and enclose interior spaces and floors below grade shall be dampproofed from the higher of (a) the top of the � R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with thew p 9 out. Each character shall be not less than 4 inches in height with a stroke with of not less than 0.5 inch. Where required by footin or b 6 inches below the to of the basement floor to the finished rade usi � ' the ultimate desi n wind s eed in Table R301.2(2) as determined from Figure R301.2(5)B. 6 feet 4 inches of the finished floor. the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. g ( ) P g ng a bituminous coating. O 9 P R308.4 Hazardous locations. The locations s ecified in Sections R308.4.1 throu h R308.4.7 shall be considered to be specific enin s: Winslow lazin in windborne debris re ions shall be protected to meet the requirements of the large missile P 9 Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole R301.2.1.2 Protection of op g g g 9 hazardous locations for the purposes of glazing. or other sign or means shall be used to identify the structure. Address identification shall be maintained. R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of H test of ASTM E1996 & ASTId E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or ANSI/DASMA 115. R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a O one-half of the backfill) heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water Z hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. Section R321 Elevators and Platform Lifts seepage while avoiding infiltration of fine soils. The remainder of excavated area shall be backfilled with the same type of (� Exception: Wood structural panels with a thickness of not less than 7/16" and span not more than 8'-D" shall be permitted for 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. soil as was removed during excavation. ❑ opening protection. Panels shall be precut and attached to the framing surrounding the opening. Panels shall be predrilled and R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall secured with the attachment hardware provided. 2. Where the glazing is on a wall less than 180 degrees from the plane of the door in a closed position and within 24 comply with ASME A17.1/CSA B44. W inches of the hinge side of an in-swinging door. R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. TABLE R301.2(1) R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above class one vapor retarder material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f, floor area. CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA the plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps shall be considered to be Install vents within 3 feet of each corner of foundation. Section R322 Flood Resistant Construction " SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean a hazardous location. R408.4 Crawl space access panel to be min. 18 by 24 . Openings through perimeter wall shall be not less than 16 by 24 . GROUND Wind Design SEISMIC DESIGN UNDERLAYMENT FLOOD Freezing Annual Exceptions: R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A SNOW SPEED Topographical Special Wind DESIGN FROST UNE TERMITE DECAY HAZARDS » Zones, as established in Table R301.2(1), and substantial improvement and repair of substantial damage of buildings and AFF--viii CATEGORY WEATHERING TEMP REQUIRED Index Temp 1. Glazing adjacent to walking surface and rail is installed 34 -38 above landing. R502.2.2 Blocking and subflooHng. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. �� LOAD (mph) Effects Wind bourne DEPTH structures in floor hazard areas, shall be designed and constructed in accordance with the provisions contained in this section. Subfloorin shall be wood structural .�� Region Debris 2. Glazing 36 inches or more measured horizontally from the walking surface. Buildings and structures that are located in more than one flood hazard area shall comply with the provisions associated with the g panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. zone most restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be designed R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max. where beam is not located under wall to O .. Section R310 Emergency Escape and Rescue Openings and constructed in accordance with ASCE 24. allow for piping or vents. ^ MODERATE SLIGHT TO 10 h"+'i 20 140 NO (B) SEVERE 36" To HEAVY MODERATE Degrees Yes X 1500 UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and not less ONE EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION R310. (Egress window & window well) unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that such than 3 inches of bearing on masonry or concrete or alternatively, the ends of joist shall be supported on a 1"x4' ribbon W x osure cate o . R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and enclosure is not built so as to render the building or structure in violation of this section. strip and shall be nailed to adjacent stud. 0 H R301.2.1.4 E p g ry R 322.1.6 Protection of mechanical, plumbin and electricals stems. Electricals stems, a ui ment and com onents; heatin , ventilatin , air R502.7 Lateral restraint at su orts. Joists shall be su orted lateral) at ends b full de th solid blockin orb attachment to 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the rescue opening. 9 Y Y q P P 9 9 PP PP Y Y P 9 Y I>7 r � or lar er. Ex osure B shall be assumed unless the site meets the definition of another exposure. R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square conditioning; plumbing appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above band or rim joist. V ,J �„� size of single family dwellings g p the elevation re uired in Section R322.2 or R322.3. ^ i a hes ht less than 30 feet extendin more than 1500 feet. feet. The net clear height opening shall be not less than 24 inches and the net clear width shall be not less than 20 q R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural ❑ 2. Exposure C. Open terrain with scattered obstructions hav ng g 9 P 9 Y q .p P 9 9 9 g pp I 1 P P P y w Exce tion: Locatin electrical s stems, a uI merit and com onents; heatin , ventilatin , air conditionin ; lumbin a liances and g ue-laminated members, cross-laminated timber members or I-'assts are rohibited exce t where ermitted b the Exposure D extends downwind 600 feet from the partially obstructed area. Includes flat open country and grassland. inches. P O 000 feet. R310.2.2 Window sill hes ht. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of plumbing fixtures; duct systems; and other service equipment is permitted below the elevation required in Section R322.2 or manufacturers recommendations or as shown on these drawings. 3. Exposure D. Flat, unobstructed areas exposed #o wind flowing over open water for a distance of not less tan 5 9 not more than 44 inches above the floor; where the sill height is below grade, it shall be provided with a window well in R322.3 provided that they are designed and installed to prevent water from entering or accumulating within the components and R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a Exposure D extends downwind 600 feet from the unobstructed area. accordance with Section R310.2.3. to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding to registered truss design professional where required by the statues of the jurisdiction in which tine project is to be he R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and the design flood elevation In accordance with ASCE24, Electrical wiring systems are permitted to be located below the required constructed. P4 R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and t U lateral) unsu oiled bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to width of not less than 36 inches. The area of the window well shall allow the emergency escape and rescue opening to be elevation provided that they conform to the provisions of the electrical part of this code for wet locations. Y PP full o ened. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to � Y P Section R506 Concrete Floors On Ground exceed these limits as pennitted by Chapter 6 provisions, provided that story heights are not exceeded. An engineered design Window wells with a vertical de th rester than 44 inches shall be a ui ed with a permanent) affixed minimize or eliminate infiltration of flood waters into the system in accordance with the plumbing provisions of this code. ( ) � shall be provided for the mrall or wall framing members where the limits of Chapter 6 are exceeded. Where the story height limits R310.2.3.1 Ladder and steps p g q PP Y R506.1 Concrete slab on grades to be min 3-1/2 inches thick. F- ladder or ste s usable with the window in the fully open position. Ladders or rungs shall have an inside width of not less R 322.1.8 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall Q of this section are exceeded, the design of the building, or the noncompliant portions thereof, to resist wind loads shall be in P n inches from the wall and shall be s aced not more than 18 inches on center coverin s below the elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed H than 12 inches, shall project not less tha 3 p 9 accordance with the Building Code. rovisions of FEMA TB-2. blast-furnace slag passing a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. co vertically for the full height of the window well. P U rains e. Window wells shall be desi ned for ro er drains e b connectin to the building's foundation drainage system R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the Exception: A base course is not required where the concrete slab is installed on well-drained 4or sand-gravel mixture soils F- R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, R310.2.3.2 D g 9 P P 9 Y 9 classified as Group I according to the United Soil Classification System in accordance with Table R405.1. Z Item 1 or 2. The common wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts required by Section R405.1 or by an approved alternative method. design flood elevation shall: R506.2.3 Va or retarder. A 6-mil 0.006 inch of eth lene ora roved va or retarder with olnts la ecd W r re ex osure from both sides and shall extend to and be Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel 1. Be used solely for parking of vehicles, building access or storage. P ( ) P Y Y PP P j ' pp not less than 6 inches 2 or vents in the cavity of tl�e common wall. The wall shall be rated fo fi p shall be placed between the concrete floor slab and the base course or the prepared subgrade where no base course � ht a ainst exterior walls and the underside of the roof sheathin . Electrical installations shall be in accordance with Cha ters mixture soils in accordance with the United Soil Classification System, Group I soils, as detailed in Table R405.1. 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section Rof en los tlg g 9 P exists. The vapor retarder is not required for Garages, utility buildings and other unheated accessory structures. (� 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in accordance with Section R311.6 Hallways: min. 36 clear width. 2.1 The total net area of non-egineered openings shall be not less than 1 square inch for each square foot of enclosed area O R302.4. R311.7 Stairways where the enclosed area is measured on the exterior of the enclosure walls. ❑ 1. Where a fire s rinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour R311.7.1 Width. Stairwa s shall be not less than 36 inches in clear width at all points above the permitted handrail height and below R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: Section R602 Wood Wall Framing P Y R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3 1 throu h fire-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. the required headroom height. The clear width of the stairway at and below the handrail height, including treads and landings, 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed ( ) 9 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a shall be not less than 31 X inches where a handrail is installed on one side of 27 inches where handrails are provided on area below the design flood elevation, each area shall have openings. R602.3(4), Wall sheathing shall be fastened directly to framing members and shall confirm to the requirements of Table 2-hour-resistance-rated wall assembly tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. both sides. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the R602.3(3). TABLE R302.1(1) R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. finished exterior grade immediately under each opening. EXTERIOR WALLS R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 151 inches (12.58') between floor levels or landings. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet TABLE R602.3(1) FASTENING SCHEDULE the requirements of this section. MINIMUM MINIMUM FIRE R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. R 322.3 Coastal hi h-hazard areas includin V Zones and Coastal A Zones, where desi Hated Elevation re wrements. EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. 9 ( 9 9 ) q DISCRIPTION FASTENING (a,b,c,d) ME FIRE-RESISTANCE RATED 1 HOUR 0 feet 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 J4 inches shall be provided on stairways with solid pp 9 P F 9 P P g WALLS the lowest horizontal structural members su Orlin the lowest floor, with exce tion of ilin ale ca s, columns, rade beams and 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE SD COMMON. TDE NAIL NOT FIRE-RESISTANCE RATED 0 HOURS 25 feet risers. r bracing, is elevated to or above the base floor elevation plus 1 foot or the design flood elevation, whichever is higher. 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL Iw- Mor ri � PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet R311.7.6 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in I- N N 7 a of TABLE R302.1(2) R311.7.8.4 Continuity. Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over coastal high-hazard areas and Coastal A Zones shall be supported on pilings or columns. 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL o N M N EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS lowest tread. OVER PARTITIONS MINIMUM MINIMUM FIRE Exceptions: Section R325 Mezzanines 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL EkTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 1. Handrails shall be permitted to be interrupted by a newel post at the turn. R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall 5. COLLAR TIE TO RAFTERS THREE 100 EACH FACE NAIL FIRE-RESISTANCE RATED 1 HOUR 0 feet R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 comply with section R325.6 6. RAFTER OR ROOF TRUSS TO PLATE WALLS NOT FIRE-RESISTANCE RATED o Houtzs 3 feet inches and the walkline radius is not greater than 244 inches. Each tread shall have a depth of not less than 6J inches at R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the THREE 100 COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL the walkline. Alf treads shall be identical, and the rise shall not be more than 94 inches. Headroom shall not be less than 6 room or space in which they are located. The enclosed portion of a room shall not be included in a determination of the floor 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE IOD COMMON. TOE NAIL R302.2.3 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the feet 6 inches. area of the room in which the mezzanine is located. RAFTERS TWO 16D COMMON. END NAIL underside of the roof sheathing, deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, R 311.8 Ramps. R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. 8. STUD TO STUD NO AT BWP including wall extensions through and separating attached enclosed assessor structures. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 ( ) 160 COMMON AT 24'O.C. FACE NAIL R302.2.4 Parapets for townhouses. vertical in 12 units horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units inches in height, columns and posts. 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16'O.C. FACE NAIL z Z Z Z Z Z . 1. The parapet shall extend not less than 30 inches above the roof surfaces. horizontal (12.5 percent). Exception: Where it is technically infeasible to comply because of site constraints, ramps shall Exceptions: 10. BUILT UP HEADER, TWO PIECES 160 COMMON AT 16'O.C. ALONG EACH EDGE FACE NAIL o 0 0 0 0 0 Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL � > > > > > as tested in accordance with ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved g " 9 g g P g p 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16 0/C FACE NAIL w w w w w R 312.1 Guardrails: Porches, balconies, and stair landin s 30 above floor or rade to be installed with 36 hi h railin s, balusters not floor area of the enclosed s ace is not reater than 10 ercent of the mezzanine area. » W Xr W M W � fire-retardant-treated wood for a distance of 4 feet on each side of the wall or walls or one layer of 5/8 inch Type X gypsum to allow passage of a sphere 4 inches or more in diameter. 2. In buildings that are not more than two stories above grade plane and equipped throughout with on automatic sprinkler system 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON board is installed directly beneath the roof decking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above in accordance with Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. FACE NAIL m ON EACH SIDE OF END JOINT (24'MIN lAP SPICE o attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or walls and the finished floor and greater than 72 inches above the finished grade or the other surface below on the exterior of the R401.4.1 In lieu of a com fete eotechnical evaluation footin s shall be laced on rock, sand ravel and or ravel sand silt sand, N an o enin s or enetrations in the roof are not within 4 feet of the common walls. Y LENGTH EACH SIDE OF END JOINn � y p g p building, the operable window shall comply with one of the following: cls a sand, silt P ravel or cls a ravel with a r sum live desi n load bearin value of 2,000 PSE. Do not �face footin s � 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is 1. Operable windows with o enin that will not allow a 4 inch diameters here to ass throu h the o enin where the Y y Y 9 y Y 9 P P 9 9 P 9 more than 30 inches above the lower roof. The common wall construction from the lower roof to the underside of the higher roof P g P P 9 P 9 on soil that consists primarily of clay or silt or have any inorganic material or fill. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 160 AT 16"O.C. FACE NAIL `" deck shall have not less than a 1-hour ffre-resistance rating. The wall shall be rated for exposure from both sides. opening is in its largest opened position. TABLE R4022 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Exce tions: 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7� air entrainment FOUR 8D COMMON. TOE NAIL I--. P R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening 1. Foundations supportirg exterior walls or common walls. control device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear R 403.1.4.1 Frost protection: Bottom of all footings is be at least n below grade. 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL W [� 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 opening area of the window unit to less than the area required by Section R310.2.1. R 403.1.5 Stepped Footings: Step footing t ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10� 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL � C-' 0 R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE SD COMMON ® 6"0/C TOE NAIL a } not less than a 1-hour fiire-resistance rating where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Section R313 Automatic Fire Sprinkler Systems with stud bearing walls, isolated plain concrete footings supporting columns or pedestals are permitted. O O ownhouses havin a hes ht of three stories above rade lane shall be 9 p p 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 200 COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER --I m Building Code. Fire-resistance-rated floor/ceiling and wall assemblies shall extend to and be tight against the exterior wall, and wall R313.1 Townhouse automatic ffre sprinkler systems. T g g g P R 403.1.6 Foundation Anchors e: Wood sole lutes at exterior walls on slabs and all wood foundation wall sill lutes shall be anchored W o assemblies shall extend from the foundation to the underside of the roof sheathing. equipment throughout with an automatic sprinkler system. with Y2 inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL ] � � w concrete and located in the middle third of the width of the plate. A nut and washer shall be tightened on each anchor bolt. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON WALL 6" o c at ed es and W w ►- Exceptions: R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in " ( ) / 9 1.A fire-resistance rating of % hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed accordance with Section P2904 or NFPA 13D. There shall e i minimum of two bolts per plate section and located not more than 12 or less than 3.5 from the end of in accordance with NEPA '13. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above each plate section. Plates shall be protected against decay and termites. ROOF, AND WALL SHEATHING TO FRAMING SD COMMON (ROOF) 12"o/c at interior z v o R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting grade shaft be equipped throughout with an automatic sprinkler system. 8D COMMON (SUBFLOOR) supports (see note f) O 0 a. All nails are smooth-common box or def - w construction of such assemblies shall have an equal or greater fire-resistance rating. R3t3.2.t Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section TABLE R404.1.2(1) armed shanks except where otherwise stated. Nai►s used for framing and sheathing W o R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a P2904 or NFPA 13D. Minimum Horizontal Reinforcement for Concrete Basement Walls connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), ❑ F T 1 = self-closing device. Doors from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing h+i MAXIMUM UNSUPPORTED 90 ksi for shank diameters larger than 0.142 but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. a device. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically ❑ � w R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be dwelling units where the building is of Type V construction. Sidewall sprinklers that are used to protect such areas WALL (FEE) f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges„ eaves and gable end constructed of a minimum No. 26 gage sheet steel or other approved material and shall not have openings into the garage. shall be permitted to be located such that their deflectors are within 1 inch to 6 inches below the structural 58 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY walls and 4 inches on center to gable end wall framing. w W 0 R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply members and a maximum distance of 14 inches below the deck of the exterior balconies and decks that are AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 constructed of o en wood asst construction. R602.3 5 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maxiimum of one floor plus F- �.: shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. P j x 8 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY ( ) roof/ceiling assembly. 2x6 wall studs at 16 inches on center with a maximum height of 10 fezet shall support a maximum Z TABLE R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable AND ONE N0. 4 BAR NEAR THIRD POINTS IN THE WALL STORY m Section R314 Smoke Alarms of two floor plus roof/ceiling assembly. Exceptions: Where designed by in accordance with accepted engineering practice or � � its areas. Garage ceiling: 5/8 type X gypsum board R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. where the ultimate design wind speed is less than or equal to 130 mph, 2X6 #2 grade studs supporting a roof load with Z R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than TABLE R404.1.2 8 Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when spaced at 16 inches on (D o o rn 200. R30.9.2: Wall & Ceiling finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL 2034. center and 20 feet where spaced at 12 inches on center. - MINIMUM VERTICAL REINFORCEMENT BAR � """""' """""""' """"••' '•"' � �•• E84 or UL 723. R314.3 Location. Smoke alarms shall be installed in the following locations. SIZE AND SPACING (INCHES) R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlaipping at corners and W intersections with bearing partitions. End joints in top plates shall be offset not less than 24 iinches. Joints in plates ❑ ,��RED ►4c R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: 1. In each sleeping room. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF need not occur over studs. Plates shall be not less than 2 inches nominal thickness and have width 5 RT 'y/ 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as 2, Outside each se arate slee in area in the immediate vicinit of the bedrooms. WALL HEIGHT BACK( EIGHT 45 PSF PER FOOT OF DEPTH a not less than the U ♦ OgF_ C&, P P 9 Y width of the studs. F 0 follows: Do not backfill with any soil containing silt or clay. I,- 46 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that WALL THICKNESS (INCHES) R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & Q � Q; 4u CS ��y C^, 1.1 Vertically ly the ceiling and floor levels. contains a bathtub or shower. 8 to t2 bored hole limitations for exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior 2 * ( ' rn�a - 1.2 Horizontally at intelvafs not exceeding 10 feet. onnections betrNeen concealed vertical and horizontals aces such as occur at soffits, drop ceilings and cove ceilings. R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent 2. At inters P placement of a smoke alarm in a location required by Section R314.3. 8 7 NR NR NR non bearing walls & figure R602.6.1 top plate framing to accommodate piping. 16 gage and 1.;5 inch wide metal tie = , 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with fastened agr�s�and to the plate at each side of the notch with 8-tOd nails each side. Follow manufacturers U : I - Section R302.7. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed s 8 5 m 4t NR NR 4. At o enin s around vents, i es, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free cooking appliance. - to s 8 0 4t s o 2z NR specifications for engineered products. (figure R602.6.1) : N1 -' �� P 9 P P 2. Ionization smoke alarms with an alarm silencin switch shall not be installed less than 10 feet 3048 mm horizontall passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 9 ( ) Y ❑ o23g10 re uirements. from a permanently installed cooking appliance. NR denotes no reinforcing required. OF NE�� q : 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed Locate vertical bars %" clear from inside face of walls. The center of bars shall not vary from this by more than % inch. :.... ................................................. 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. cooking appliance. R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit JOB NUMBER following materials. in accordance with Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm 2 0 1 6 0 2 3 1. Two-inch nominal lumber. will activate all of the alarms in the individual dwelling unit. R'� 2. Two thicknesses of 1" nominal lumber with broken lap joints. Section R315 Carbon Monoxide Alarms UNITS 10 7 MODEL A l �X I.LI 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. R315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fire Code of NYS. SHEET NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. Q A a 5. One half inch gypsum board. 10 8 MODEL 1 1 1 6. One quarter inch cement based millboard. Z 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely O retained in place. U W COPYRIGHT GRCH ARCHITECTURE P'.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGN z Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS ec '' MINIMUM NAIL PANEL NAIL ULTIMATE DESIGN the perimeter of slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation wall by one of the following methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD W ^ E WIND SPEED V ult of the insulation's thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less 1. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND/OR TIMBER CONSTRUCTION SPACING (mph) 2. A flashing of an approved elastomeric material. REFLECTIVE RED 0 .;� 2 MINIMUM MINIMUM MAXIMUM WALL than 6 inches (153 mm) below grade. 6 DIA. WOOD NOMINAL PANEL STUD SPACING WIND EXPOSURE N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or other approved party and posted on P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage L SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) from the tank will cause damage, the tank shall be installed in a an constructed of one of the following: PANTONE (PMS) X187 Z V a �_ (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY a wall in the where the furnace is located, a utility room or an approved location inside the building. g P g RATING (INCHES O.C.) (INCHES O.C.) TABLE N 1102.1.2 (R402.1.2) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. N Z ( 1 � -6 `i/ e C D Insulation and fenestration Requirements by Component 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. � 4� � U) r'' -5 3. Other approved materials. -� - L COMMON 1.75 24/16 7/16 16 6 12 170 140 135 CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL V ' U ,>N r rn ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE Aplastic pan installed beneath agas-fired water heater shall be constructed of material having a flame spread index of 25 or z EFLECTIVE W N o R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL less and a smoke developed index of 450 or less when tested in accordance with ASTM E84 or UL723. g WHITE a-+ N� I hin and fasteners designed to resist combined uplift and shear R-VALUE R _ (including stories below top sl:ory) shall have the wall sheathing 9 " � '= N�� Z 0 2'Ei cd u.) forces in accordance with accepted engineering practice. 4 EXCEPT 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 Section T101 Scope 1/4" 0 i n� c rn MARINE on T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1/2" Q w C? - R802.11 Rafter or truss uplift force. U For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the TRUSS IDENTIFICATION SIGN STROKE _ � �' m roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required R-value for such Section T102 General Definitions COMPUANCE WITH 19 NYCRR 1264 ❑ U M 00 Span (ft) 12 1 El 24 28 32 36 42 48 roof/ceiling assemblies shall be R-30. The insulation shall extend over the top of the wall plate to the outer edge of plate Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a SIGNS IDEMNG THE EXISSTANCE OF TRUSS CONSIRUC110N SHALL CONSISTS OF A CIRCLE 6"IN Uplift Force # 117 149 182 203 226 247 281 314 solar Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24 a/c spacing. Increase x 1.32 for 140 mph. without compression. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 ms) or DIAMETER,WITH A STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHAH BE REFLECTIVE WHITE IN M photovoltaic or solar thermals stem. COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE m R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in (R percent c the total insulated ceiling area, whichever is less. P Y �� wood not less than 5 8 inch. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl MATCHING SYSTEM(PNS)/187. P4 a accordance with ASTM C 1002 and shall penetrate the / spaces shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Section T103 Solar-Ready Zone SECTION 1265.4.SIGN OR SYMBOL R702.4 Ceramic Tile. Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration T103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. THE SIGN OR SYMBOL.REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED 11 R702.4.2 Backer boards. Materials used as backers for wall oils in tub and shower areas and wall panels in shower area shall be of requirements of Table R1102.1.2 based on the applicable climate zone specified in Chapter 3. SYMBOL BO EXTERIOR LE THE RESIDENTIAL STRUCTURE PROVIDED,HOWEVER,THAT. IS AF OR IANG THE SIGN OR T103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of SYMBOL TO THE Or R BOX WOULD OBSCURE ANY tIEM,HO THE ELECTRIC BOX,ORF THE LGNU11UTYO materials listed in Table R702.4.2, and installed in accordance with the manufacturers recommendations. N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the mandatory access or set back areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) PROVIDING ELECTRICAL SERWCE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL TABLE R702.4.2 subfloor decking. three stories or less in height above grade plane and with a total floor area less than or equal to 2,000 square feet (185.8 ml TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR Backer Board Materials NI 102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall per dwelling shall have a solar-ready zone area of not less than 150 square feet (13.94ril The solar-ready zone shall be WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE MATERIAL STANDARD down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with unconditioned composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 ms) exclusive of access or set SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z basements shall meet this requirement unless the floor overhead is insulated in accordance with Section N1102.1.2 and N1102.2.8. back areas as required by the International Fire Code. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE 0 GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 I- FIBER REINFORCED GYPSUM PANELS ASTM C 1278 N1102.4.2 (R402.4.2) Fireplaces. New wood-buming fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted WOOD ROOF TRUSS SPECIFICATIONS: 0 NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested equipment. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE :) NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 and listed for the fireplace. T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the BUILDING CODE. fy_ TABLE R703.8.1 construction documents. 0 R402 TABLE N1102.4.1.1 ( .4.1.1) T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. Z Allowable Spans for steel lintels supporting masonry veneer circuit breaker for future solar electric installation and shall be labeled 'For Future Solar Electric". The reserved space shall be 0 Air Barrier and Insulation Installation 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: SIZE OF STEEL ANGLE NO STORY ONE STORY Two STORIES positioned at the opposite (load) end from the input feeder location or main circuit location. D (EQUATION 16-8) 0 a,c (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. D + L (EQUATION 16-9) W LU30/4 6'-0" 4'-6' 3'-0' THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 39017 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. D + S (EQUATION 16-10) 0 At OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. At least one installed at the front and back of dwelling units. D + .6W (EQUATION 16-12) LL 1,400/4 8'-0' 5'-0" 4'-6" CEILING ATTIC THE AIR BARRIER B ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY 9 g P y P pp y ( ) ( ) 0 m / E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced b ase orate branch circuit that does not supply other outlets. At D + 0.75 6W + 0.75 S EQUATION 16-13 L5x3.5x5/76 to'-a" 6'-0' s'-o" GAPS IN THE AIR BARRIER SEALED. least one receptacle outlet is required for each car space in a garage.ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL P q P g g ' D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE Z 1,60.50/4 14'-0' s'-6" 7'-0" BE SEALED. E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE ❑ WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. CATEGORY B. a. Long leg of the angle shall be placed in a vertical position. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. 44 C. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. DESIGN LOADS: TABLE R301.7 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY H DOORS SEALED. THE FOLLOWING LIVE LOADS: ALLOWABLE ASCE7-10 , TCDL = 15 PSF, BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: 1. Minimum of 4 inches (11)2 mm) above the earth RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF: STRUCTURAL MEMBER DEFLECTION ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION GROUND SNOW LOAD 20PSF FROM FIGURE R301.2(6) plastic with a minimum vertical attachment flange of 3 % inches (89 mm) shall be installed to extend a minimum of 1 inch (25 GARAGE AND CANTILEVERED MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 P Rafters having slopes greater than L/180 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF 1,/360 OR .75 F -J (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS mm) below the foundation plate line on exterior stud walls in accordance with Section R703.4. FLOORS) I PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) 3:12 with no finished ceilingattached TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN 0 R703.8.2.2. Support b roof construction. A steel angle shall be laced direct) on to of the roof construction. The roof supporting SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED t0 rafters PP y g p y p PP 9 SPACE SHALL BE SEALED. DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: construction for the steel angle shall consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A FLOORS: 40 PSF 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. � f � 1� wood member abutting the vertical wall stud construction shall be anchored with not fewer than three 5/8 inch diameter by 5 inch GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 2. LOCATION OF ALL JOINTS. I" F� lag screws to every wood stud spacing. Each additional wood roof member shall be anchored by the use of two 10d nails at RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO UNINHABITABLE ATTIC W/0 STORAGE: 10 PSF Floors and ceilingsbrittle finish L/360 3. REQUIRED BEARING WIDTHS. W W every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel shall be 12 THE DRYWALL, AIRTIGHT AND IC RATED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF / / 4.1. TOP CHORD LNE LOAD . SNOW LOAD. 0 LOAD. feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. SHOWETUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.3. BOTTOM CHORD LIVE LOAD. m 4.2. TOP CHORD DEAD R703.8.4 Anchorage: Mason veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in EXTERIOR WALL FROM THE SHOWERS AND TUBS. mortar or grout and extending into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A Exterior walls With plaster or stucco finish L/1$0 4.4• BOTTOM CHORD DEAD LOAD. outside face. minimum tie size= 22 US gage. Minimum tie fastener = 8d common nail. Airspace= Nominal 1" between sheathing & . 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. 171 w O ON EXTERIOR WALLS BOXES SHALL BE INSTALLED EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes 1,/180 4.6. CONTROLLING WIND LOADS. > �r veneer. fa c tie shall support not more than 2.67 square feet of wall area and shall be spaced not more than 32" on center SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. ` horizontal) and 24 inches on center vertically. from seismic rovisions of code er Exterior walls with flexible finishes L/180 6. EACH REACTION FORCE AND DIRECTION. y Y N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage P P 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION 'OF EACH JOINT CONNECTOR ��YJ. R703.8.5 Flashingshall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate R301.2.2) Lintels supporting masonry veneer L/600 EXCEPT WHERE SYMMETRICALLY P4 U other points of support., including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E 283 ata 1.57 psf (75Pa) pressure differential. All PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. section R703.8. recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. l -1 R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple GM, and GC. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. _71 C"� not be less than 3/16 inch in diameter. Weepholes shall be located immediately above the flashing. single-family dwellings (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. NOTE: Soils with cloy or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. ¢- 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. � �:) R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) F and walls closer than 10 feet (3048 mm) to a building on another lot. Section N1103 (R403) of building footings. Exception: Walls perpendicular to the line used to determine the fire separation distance. Systems WOOD FLOOR TRUSS SPECIFICATIONS: Z U R801.3 Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of Y A B B R EU I AT I 0 N S WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF z wooer disposal from roofs that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. THE BUILDING CODE. W walls or to an approved drainage system. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall A.B. ANCHOR BOLT D.S. DOWNSPOUT I.T. WT. LIGHTWEIGHT RING RANGE � of treated lumber and wood structural panels shall be labeled per section 802.1.1. be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT R.O. ROUGH OPENING 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: R802.1.5.4 Labeling each piece o P P different times of the day. This thermostat shall include the capability to set back or tem oraril o erste the s stem to maintain 0 y P Y temporarily P Y ADJ. ADJACENT/ADJUSTABLE LVR. LOUVER R. RISER D (EQUATION 16-8) 0 R802.4.2 Framing details. Rafters shall be framed not more than 1 X inches (38 mm) offset from each other to ridge board or directly zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall initially be programmed by the manufacturer A.F.T. ABOVE FINISH TREAD EA. EACH D + L (EQUATION 16-9) E.J. EXPANSION JOINT LT. LAUNDRY TUB RND ROUND opposite from each other with a collar tie. 802.3 Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower than 78'F (26'C). ALUM. ALUMINUM less in depth than the cut end of the rafter. At valleys and hips there shall be a valley or hip rafter not less than 2 inch ELEC. ELECTRICAL MAS. MASONRY S.C. SAWCUT D DFAO LOAD, L = LIVE LOAD, ANCH. ANCHOR 51mm nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported at N1103.2 heating) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat t the building through one a two pipe ELEV. ELEVATION MAT. MATERIAL SCHEM. SCHEMATIC the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at that point. Where the roof heating systems shall have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. ANGLE EQ. EQUALLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: ARCH. ARCHITECTURAL MAX.MmeMAXIMUM SHLF SHELF TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and ceiling N1103.3 (R403.3) Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. ® AT EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SHT. SHEET joists, such as ridge beams, hips and valleys, shall be designed as beams. N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches EXP. EXPANSION MECH. MECHANICAL SIM. SIMILAR TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder (76.2 mm) in diameter and greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other BD. BOARD �• EXTERIOR MIN. MINIMUM S.S. STAINLESS STEEL designed in accordance with accepted engineering practices. portions of the building shall be insulated to a minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 BLDG. BUILDING EACH END STL. STEEL TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN P 9 where less than 3 inches 76.2 mm in diameter. M.O. MASONRY OPENING DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated ( ) By BEAM SUSP. STRUCTURAL 1. DEPTH, SPAN, AND SPACING. members, cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers Exception: Ducts or portions thereof located completely inside the building thermal envelope. STM METAL SUSP. SUSPENSION BTM BOTTOM F/C FLOOR COVERING CHANGE 2. LOCATION OF ALL JOINTS. recommendations or where the effects of such alterations are specifically considered. BL.KG. BLOCKING SGD SLIDING GLASS DOOR 3. REQUIRED BEARING WIDTHS. o ao R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SQUARE C6 M1601.4.1. BRG. BEARING (NTS) SQ. 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. supported laterally by solid blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across FDR. FOUNDATION NTS NOT TO SCALE < "' a0 Exceptions: BRK BRICK 4.2. TOP CHORD DEAD LOAD. o � �i ri ao N the rafter or ceiling joists at intervals not exceeding 8 feet. • FLOOR TB TOWEL BAR 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. BSMT BASEMENT 4.3. BOTTOM CHORD DEALIVE LOAD. CENTER LINE � FIREPLACE T & G TONGUE AND GROVE R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. F.R. FIRE RATED O.C. ON CENTER TGS TOP OF GRADE SLAB 4.4. BOTTOM CHORD DEAD LOAD. „ 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall C.M.U. CONCRETE MASONRY UNIT FRM FRAME OPER. OPERATOR TFW TOP OF FOUNDATION WALL 4.5. CONCENTRATED LOADS AND THEIR POINT'S OF APPLICATION. Connect with tecos for header joist spans of 6'-O" and greater. not be required for continuous) welded joints and seams, and lockin -t a oints and seams of other than the sna -lock and R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, and insulation shall not block the free q y locking-type P C.J. CONTROL JOINT OPT. OPENING TYPICAL 5. ADJUSTMENTS AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. FT. FOOT / FEET TYP 6. EACH REACTION FORCE AND DIRECTION. button-lock types. COL. COLUMN FTG FOOTING O� OPTIONAL T TREAD flow of air. Not less than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of N1103.3.3 R403.3.3 Duct testing Mandato Ducts shall be pressure tested to determine air leakage. CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR the vent. ( ) g ( ry)' P g TOWEL ROD N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) COND. CONDITION GA GAUGE TR EXCEPT WHERE SYMMETRICALLY GAILY. GALVANIZED OZ' OUNCE TRPL TRIPLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. or below 55'F (13'C) shall be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). CONT. CONTINUOUS G.C. GENERAL CONTRACTOR 1/R ONE ROD 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. Section R807 Attic Access UNLESS NOTED OTHERWISE Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance CONST. CONSTRUCTION GEN. GENERAL 1/S ONE SHELF U.N.O. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. 66 R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation CTSK. COUNTERSUNK PC POURED CONCRETE 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. z z z z z z vertical height of 30 inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall methodologies. C.O. CASED OPENING GYP. GYPSUM PBD, PARTICLE BOARD SRT VERTICAL 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. O o o O o O be measured from the top of the ceiling framing members to the underside of the roof framing members. G•L• GLUE LAM VERIFY IN FIELD 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. n a N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 CANT. CANTILEVER PL. PLATE V.I.F. � � � � � N The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located i C.T. CERAMIC TILE HGT. HEIGHT WASHER III> > > > > > International Mechanical Code (as amended), the 2015 International Residential Code (as amended), or the New York City PNL. PANEL W WITH * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEIUNG � hallway or other readily acIII cessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 CLG. CEILING HDWR. HARDWARE W/ Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD WOOD ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL inches high (559 mm wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed head-room in the automatic or gravity dampers that close when the ventilation system is not operating. C.M. CROWN MOULD WD. PFFABRICATED attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing C.R. CHAIR RAIL HD.WD. HARDWOOD . PREWELDED WIRE FABRIC DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING _ W.W.F. MEMBRANE BELOW, DRAFfSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: � members. See Section M 1305.1.3 for access requirements where mechanical equipment is located in attics. HR. HOUR PR. PAIR WO OR W/O WALKOUT FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS, a Section N1104 (R404) Electrical Power and Lighting Systems D DRYER HDR. HEADER PROJ. PROJECT / PROJECTED WINDOW N N1104.1 R404.1 Lighting and equipment Mandato Not less than 90 percent of the permanently Installed lighting fixtures shall contain only PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. WNDW MATERIALS: DRAFFSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. o Section R902 Fre Classification ( ) 9 9c (Mandatory). P P y 9 9 y DBL. DOUBLE PSF POUNDS PER SQ.FT. N R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C high-efficacy lamps. I.D. INSIDE DIAMETER TYPICAL ROOF & FLOOR roofing shall be installed in jurisdictions designated by low as requiring their use or where the edge of the roof is less than 3 DIA. DIAMETER P.T. PRESSURE TREATED INGR. IN GROUND feet 914 mm from a lot line. Class A, B and C roofing required by this section to be listed shall be tested in accordance with Section M1305 Appliance Access DN DOWN QUAD. QUADRUPLE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF ( ) INSUL. INSULATION (� UL 790 or STM E 108. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and DR. DOOR INT. INTERIOR REF. REQUIRED METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY I.- UL W i ' panel system. Rooftop mounted photovoltaic panel system installed on or above the roof covering replacement without removing permanent construction, other appliances, or any other piping or ducts not connected to the DW I.S. INSIDE CORNER REF. REFER TO REFERENCE * REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEIN YORK. R 902.4 Rooftop mounted photovol.aic p y p P P Y DISH WASHER RMS. ROOMS * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID W [� shall be tested, listed and identified with a fire classification in accordance with UL 2703. Class A, B or C photovoltaic panel appliance being inspected, serviced, repaired or replaced. A level working space not less than 30 inches deep and 30 inches wide DWG. DRAWING JT. JOINT REINF. REINFORCING,REINFORCED FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. 2 L ' v system shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 (762 mm by 762 mm) shall be provided in front of the control side to service an appliance. KSI KIPS PER SQUARE INCH * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS CL a feet 914 mm from a lot line. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN 0 O m R 903.2.1 Exposed wall flashing required to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the enough to allow removal of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS W f w wall assembly. not more than 20 feet (6096 mm) long measured along the centerline of the passageway from the opening to the appliance. THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTAWNIG & BRACING OF METAL PLATE > F-1 Y 0 6i R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less CONNECTED WOOD TRUSSES. W Lu front of fascia, min 4" typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at than 18 inches (457 mm) above the floor in garages. * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OFA Z a = a yp REGISTERED DESIGN PROFESSIONAL. U � temperatures of 40 degrees Fahrenheit or higher. Ice protection requirements per table R301.2(1). Install ice & water M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for GRAPHIC SYMB0LS Z shield at all eaves, gable ends, hips & valleys. On roofs slopes less than 4:12, entire roof to receive ice & water every 45 degree bend and 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING 11iE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS U shield. shall comply with code section M1502 listed and labeled in accordance with UL2158A. Exhaust duct size shall comply with code BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. LU 8 9 R 905.2.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof section M1506. U STRUCTURAL CALC. REFERENCE WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: W z slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double - All general notes unless otherwise noted on plans or product specifications. ❑ slope a ment application on rt required in accordance with Section R905.1.1. G2415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping DET DETAIL REFERENCE - All applicable state & local codes, ordinances and regulations if any. "' Y PP SHT U membranes will be - addressthe contractor hall be bound to perform strict R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 is located less than 1 � inches (38 mm) from the framing member face to which wall, ceiling or floor me a FLOOR FINISH CHANGE In areas where the drawings do not a con a s u 0.105 inch 3 mm shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to attached, the pipe shall be protected by shield plates that cover the width of the pipe and the framing member and that extend compliance with manufacturer's specifications and / or recommendations. w cIi co gage ( )� , Ill not less than 4 inches (51 mm) to each side of the framing member. Where the framing member that the piping passes penetrate through the roofing materials and not less than /. inch (19.1 mm) into the roof sheathing. Where the roof sheathing is - General contractors and subcontractors to review these construction documents upon receipt from architect less than '/, inch (19.1 rcm) thick, the fasteners shall penetrate through the sheathing. through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member and extend not O DOOR / HARDWARE TYPE R 905.2.8.3 Sidewell flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing DET _ _ _ DET and report any and all discrepancies including any dimensional conflicts, immediately to architect for 9 m g member. BUILDING SECTION corrective measures prior to construction. z_ inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof SHT SHT onto the roof or into the utter. Where siding is provided on G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE INOTED. w or into the gutter. Where, siding is provided on the vertical sidewallo g 9 P PARTITION TYPE - The general notes and typical details apply throughout the job unless otherwise noted or shown. Z g U the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is (305 mm) horizontally of the vent terminal. Door stops or closures shall not be installed to obtain this clearance. 9 YP PP Y 9 i accordance with this section and counterflashin shall be G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when c the opinion pe the provided on the vertical sidewall, the base flashing shall be provided In 9 9 Y provided in accordance with Section R703.7.2.2. from or 1 foot above any door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper R 905.2.8.5 Drip edge. A drip edge :;hall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be located not less than 12 inches above finished ground level. adjustment before proceeding with the work. W ,�� ED ARC 1 mm . Dri edges shall extend not less than X inch 6.4 mm below the roof sheathing The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their, �� �o ERT C/./, �� overlapped not less than 2 inches (5 ) p g ( ) and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof from any air opening into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per construction shall be of the same character as for similar conditions that are shown or noted elsewhere on �� `s1, - ALF n� deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed hour shall be installed with a 9 inch vent termination clearance. the construction document set. & c ?� over the drip edge along eaves and under the drip edge along rake edges. The vent terminal of a direct vent appliance with on input of over 50,000 BTU per hour shall be located not less than 12 inches - All work is to be performed in a professional manner and in accordance with best practice and consistent e"�= I - * R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 from any air opening into the building. with manufacturers and supplier's recommended installation procedures. 't4 , 4. and 4 of this code. - The architect has not been retained to perform framing inspections and or field inspection. The architect R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less Section G2439 (614) Clothes Dryer Exhaust P 9 P / P 7-� .z �-�F 3 J than 3 feet above the highest point where the chimney passes through the roof. G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems w therefore not responsible for any and all conflicts including weatherazation, water proofing and frarrning p p yO� with respect to the construction documents. 238 shall be independent of all other systems and shall convey the moisture and any products of combustion to the outside of the ❑ ' �F4F NE`N PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER Section R1004 Factory-Built Fireplaces building. ("REGULATIONS' , 8 NYCRR 69.5, ENTITLED "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE . • •. • •••I••. •• •••• - •.. ......•• ••• ••••• R 1004.1 Facto built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 Factory A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING built fireplaces shall be tested in accordance with UL 127. for use in dryer exhaust duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. JOB NUMBER R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace manufacturer's instructions. system has been specifically tested, listed and labeled for such use in accordance with UL 127. 2 0 1 6 0 2 3 R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric UNITS 107 MODEL A�1 & W material shall be installed in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving SHEET NUMBER Energy Efficiency as a vent terminal shall not reduce the required internal cross-sectional area of the vent pipe to less than the internal Q N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or cross-sectional area of one pipe size smaller. CL IN I 2 cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 mx) throughout 108 (MODEL Al ) Z rllll"`�"` the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with 0 numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam W W thickness and installed R--value shall be listed on certification provided by the insulation installer. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT AL16NED WITH RAFTER, CONNECT KING STUDS TO TOP PLATE Z !fr 4o X it MML ROOF FRAMING WRAP 1-(/4'X22 6A.6ALV.COIL STRAP WC , -2x4 OR (lyd0 X it MN ATTACH TO EACH FAIR OPP05N6 RAFTERS OVER TOP OF TOP PLATE AND NAIL CRIPPLE 5'b � ^ E ATTACH TO EACH PARR 16"OG. ���RAFTERS 2x AGQ 1J=DGER W/2-3/8"x5"LA6 DBL TOP PLATE V RO7 BOLT5® 16"Or, INTO STUDS elm PLAN 51�FisM! ROCT O 51MP50N STRONG-TIE 2X BLOCKING 0 U � A55® EVERY RR AT 2 END BAYS 2X4 STUD WALL OR � a- 6ABLE 130 TRU55 Z � CEILIN6 J015T OR W/BLE5TREN TRU55 ° W N 0 � m ,al sTRgT, %R59N STIR" 0 -- TRUSS BOTTOM CHORD 51MP50N H2 COt�GTOR®FA. "� F- 4--d � 05 Tf H15 Tf tv H3®EVERY RR RAFTER TO STUD AND KIN65 •PM.,1 U (. rn SIMPSON STRONG-TIE NAI ATf TO PAR Or OPPOSN6 RNFTM ALTEWAT'E TO PJ06E STRAP, C 1 +-• a� SIMPSON STRONG-TIE H2 8D LS RD6E STRMS 511N1 CE AGtED FX•Ft � •c cV 51 NP. 8d NAILS TYP. PROVIDE 2X4 COLLAR TIE AT (b�FION:Rb�f 5TRM5 ARE NOF REGUr�ED WtH3J CALaR Tf5 GF UPPER THIRD OF THE ATTIC STAGE ALt6NED FOR USE WHEN STUDS AND USE IN COMBINATION ONLY H-EN S UD5 AND ATTV,L Dli OR fX4 11ND9t ARE 1LYAPA N THE LPPBR TNRD G7 Ttf ATO(.SPACE AN7 ATTACt®TO EACH PAR GF RAFTtRS W/4HOd NA15 W/4-I0d AT EAU+RAPTEW EACHG5-22 STRAP AT I � •� 0 N} -RAI=TERS ALI6N `fVFMR5 DO NOT ALI6N DETAIL L 4STUSEE Z L_ 0'"Z L5026 FOR 2x6 DETAIL 4 Z V � � � � L5U28 FOR 2x8,2x10,OR 2x12 " ° s.. �� co si U Q O c� I OP�II ❑ U M 00 WINDOW OR c RIDGE 5TRAP DETAIL / RID GE STRAP DETAIL SIMPSON EVERY 2x4 S 2x' DOOR � (FOR CATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT DOLLAR TIES) 2x Aco w28® EVERY GJ 5Tt1D5® 16"D.G. NO SPECIAL FT � a 2 N.T5. LOCATE AT / LOCATE AT EVERY RAFTER BOL 16"OC, INTO STUD`"LA6 STRAPPING TO BE I-I/4'X 22 6A IN CONNECTORS REQ ���� 5hP50N SiRON6 / 6ALV.,SEE DETAIL 4/DI.ALL STRAPPING 51MPrON 5TWN6 -rf LT5 r�AY > r ® / �ORG1-T I�OO GABLE END HALL TO BEAR A MIN OF 10"ON FRAMING. Tf 1111 OR MIOS am Vr 01EATNN6 B LI". / „�, DETAIL AT ATTIC W NA APP I NG DETAIL Z / FOR USE wEN 51UD5 AND USE IN COMBINATION ONLY MEN STUDS AND ^/ I 0 5 I I*FTER5 AL16N izwrms DO NOT ALI6N N T5. ° STRAPPING TO RUN ONTO RIM.101ST,SEE H DETAIL q/DI(ONE STORY)OR ONTO 57M AT WALL BELOW MO STORY) Df ROOF RAFTER HURR I DANE T I E5\\ - • • I N T5. Li LOCATED AT EVERY ROOF RAFTER \ V7 TTI G ° \ A _ 5TRAPP I NC D ETNA I L C) • ,P�, ,t 12 FOR FRAME GONNEGTIONS o •' USF EGGG15-4 AT US DI N.T5. • FROM z m 2ND FLOOR MST // STRAP111,Rx)1x PROVIDE 3"X3i{l,"X3"WASHER PLATE AT ALL ANCHOR BOLTS KING 5TUDENTOILHEADER ❑ / MST64M SECURED BY WOOD 51LL PLATES. PRELW 51MP50N PAB OR 5B ANCHOR BOLTS MAY BE USED IN LIEU OF / GOLUMN P05T TOP ANGHOR STRAP 9�r l THREADED ROD W WASHER PLATE. W / LOCATE AT EVER f GOLUMW 6FRD>=R GONt�GTION Eli"IP PROVIDE 3'Xb'XA36'6ALV.STEEL PLATE IN C� l3D LEN6m / N.TS. 8D Cr L ' �,� 6-8D NAILS AT GORPERi AND INT73R5EGTiN6".6 MN.N1WALLS. 3'XI2'X 036'6ALV.STETS PLATE W/p`LaNsm(tYPl __ _�tt~t5 12-W NAILS AT AT BUTT JOINTS IN STRA16K 5HP5ON L5TAI2 STRAP W/ WALLS WI�ERE THERE 51N6LE PLATE OR HEADER 5-IOD NAILS EACH END 2X6 KING STUDS NANJ, FAGH JACK STUD AT CLEAR SAN l 24'MINIMUM VAP SPLICE ONE AT SPANS UP TO 6 FEET O * CUT LEWTH NAL TWO FOR 5PAN5 6 TO 12 FEET - - f.7/S 5/5"0 A301 ROD THREADED b"BOTH ENDS. 12-IGD MIN NAILS THREE FOR SPANS 12 TO 16 FEET' 2��ATU<�.ONJ, ryzOVDE BOTTOM F1�-FENT 3/4 AND I ROD AT SIMP50N STEEL STRONG WALL,SEE PLANS AT ALL SPLICES TWO AT 5PAN5 FROM V TO 12' w w 1�5TANCE Gf 1/8 ��m IST FLOOR N THREE H E55 AT SPANSTED )12'OTHERWISE ON PLAN 51MP50N P05T BA5E 2'X3/8 X3'WA5HER PL W/NUT EACH 5117E 0 ABU44 OR AESUbb,5�PLAN (4)NAtS MR N cs-22 COIL STRAP I UPPER STORY SHEAR a"Ltma WALL TO GIRDER ❑ 1 -- - BELOW CONNECTION ALTERNATE ANGHOR BOLT DETAIL EXTERIOR HALL W 0 E=LOOfi� TO E LOOfi� TI E_5 l ) ' ' " FOR 5ET BAGK WALLS HDU HOLD-DOHNS AND 51ZONG WALL DOUBLE TOP HALL PLATE 5PLIGE DETAIL LOCATED AT EVERY STUD 1/2 m NOON ANCHOR DOLT W/, 2 /HEADER GONNEGTI ON N.T5. I \ FOUNDATION MINIMUM rr OR EXPANSION (`� N.TS. 1� 1" 16 BOLT W/5'MIN KH EMBEDMENT N.TS. N.T5. �,(.T�. V COL STRAPS LTM enTift Wft bd OC•idr7N(0151 x f.5 LONG)MALS. I \\ ��// COL STRAPS OVER OUTIM PROVDE:(0d r%W4N(O.HI x ti I")IOU. I \\ \ GOLUMN POST BOTTOM ANCHOR \ 6 ALLOWABLE HOLES - fn \ N•T•S• LOCATE AT EVERY GOLIIMW 6tR10LR GONt�-GTION ToR� 160 NAIL 0 24 0/0 Wey JW 8D NAIL®6 0/G AT ALL PANEL ED6E5 \ ASHT RR�LWLS ra WLm Hip IGD NAIL®24'0/G j{O•p58 OR pLYY bOD LVL Headers and Beams W 51MP50N HGP HIP 5�p SHEATHING Microllam® LVL 1.3E TimberStrand® and (�NA-6 MN IN Rai ISArr CORNER TIE INTERIOR 2 x diametelr of the NOTE WHERE 24'HDE MINIMUM FULL HEIGHT I a LBN6m LSL hole zone Parallam®PSL Ys depth Q WALL RETURN 15 PROVIDED AT ENDS OF - hole zo largest hole (minimum) ° BRA,GETD WALL LINE THE 800#HOLD"MAY 1 BE ELIMINATED. PROVIDE TWO(OPE AT EACH 4, If MTM(61N) '�.�� 6D NAIL 0 6"0/G SIDE)GS-22 STRAPS PER DETAIL 4 IN LIEU OF I 51hAx�ptj Bp�c� INTERIOR - LSTA36 STRAPS SHOW IN THE DETAIL NAIL SHEATHING TO ° o AT ALL PANEL ED6E5 d - SILL PLATE W/8d 2X AGO SILL PLATE DOUBLE ° EXTERIOR 6YF'SUM BOARD o - - - - - -2 - - rF 0 1 NAILS 0 4'O/G SILL AT FULL BA5EM NT5 .I ,'MNIMJMI 5/6 DIA.STEN ANCHOR - -- - - %x N PLAT VAN.eY 8D NAIL 0 12'0/6 AT ALL Parallam®PSL BOLTS MAX.2-8 OL. Microllam® LVL and EXTEND BOLTS MIN.1'INTO �y allowed hole zone 65-22 COIL STRAP %W 9W To R� MEMBERS NOT AT PANEL ED6E5 FOR.WITH TT6HTETED NUT 3'x 3'WASHER TO EACH BOLT. middle Y span *4 GONTiNJ0115 BAR PROVIDE TERMITE SHELD 51LL PLATE 5hP SON L1P4 PU1TE tLll®TO �p.,� ,ryp 15/32 05B OR IN51DE CORNER OUTSIDE CORNER SLL-L5TA36 W/10-IOd NAILS SEAL AND MAINTAIN 8'MN RM AAD SILL ELATE 0 li"0/G AT M WIN MM PLYWOOD SHEATHING d 1.3E TimberStrand® LSL allowed hole zone d n � r- -14 INTO 51W ABOVE AND LOCATED 2'TO 6' FROM NO TO FINISHED 6RADE VALV&K HrOMM' PLAN VIEW PLAN VIEW Iii r 0D NN.As I'�rArLE��wrclA H M o 7 c'i BELOW(2 EACH WRNEPJ FROM TOP OF WALL NOTE, General Notes p IN 11�N ri INo N Tall=2980# COIL STRAPS UNDER 51%PIRN6 PROVIDE,8d COMMON(0.131 x 25'LONG)NAILS.GAIL EXTERIOR (OR I/ A I TOP t� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniform) loaded SEE FOUNDATION PLAN STRAPS OVER 5FEA11NIN6 PROVIDE Lod COMMON(0131 x 3'LONG)NAILS. ,` 11-I r ti i-L- EXTERIOR GORN� Y DEPTH HOLE SIZE headers and beams only. LAY-OYER OR FAL5E VALLEY PLATE HIP GONNEGTI ON HALL FRAMING 4 V • Round holes only TRAPPING DETAIL 5Y" 13/4' • No holes in cantilevers. nd 5TORY GoRNER GONNEGTOR5 - T'I'P I GAL ANGHOR BOLT 5TUD TO RIM JOIST TO SILL PLATE (ITNXTIS N.TS. 7Ya"to 20" 2" • No holes in headers or beams in plank orlent�tion.LOCATED AT EVERY GORtR N.TS. LOCATION AS NOTED N T5. LOCATE AT EVgi2Y STUD N T5. N.TS. See illustration for Allowed Hole Zone DO NOT cut notch or drill holes in headers except as Indicated in illustrations and tables. Li A MINIMUM OF TWO BRACED WALL LINTS 04J ARE REQUIRED IN EACH DIRECTION OF A BUILDING. BWL'S SHALL NOT BE 5PACIED DQ13W STRAP MD WALL elIDTHMri WALL O O O O O O_ MORE THAN 60 FT APART. WALL5 WITHIN A BIL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BNL. BPL LOCATIONS ARE N01E, TO TOP OF PGNY WN1 IF Uw TO TGP Gi'PONY WN1 r Ili � � � 5 � ^��I �I >LLI W > > > > INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY 13E I I 2 FT MAX PONY WALL MAY BE ShPG�ON DTT1Z t16LDOPM AT 65-W`..P W.0 A BRACED WALL PANEL(BWP)SHALL BE61N WITHIN 10 FEET OF EACH END OF A BIL. THE DISTANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER WALL LTD PANELS(TYPE Al tDU A6 WALFID Ep6E5 OF BWP'S SHALL NOT BE 6REATER THAN 20 FEET. THERE SHALL 13E A MINIMUM OF TWO BNP ON EAC44 BWL F_XGIEPT AT CO ®� AT WN&WNL PETALS O MD D. WALLS(16 FEET LONG MAY HAVE ONE 48"OR LONGER Bl^P. BW S ARE TYPICALLY 65+6P SHEATHED BRACED WALL PANELS ® (HYPE A)OR 6YP5UM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BW TYPES A 3 I/2'HDE LYL tIFADER(SEE PLANT N ® 8-0 M-6 AT KM AND B DO NOT QIUALIFY DUE TO MINIMUM LENGTH REGUIREMENM OR ADDITIONAL CONTRIBUTING 1E=N&TH OF BW 15 REQUIRED. GONTINUOl15 TO OUTSIDE of PANEL ,n 0 ® BW TYPE5 ARE INDICATED ON FLOOR PLANS. r /� m �-3/8'0 THREADED ROD Z Z v J 0 C5-WSP CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)5HALL MELT _ NOTE WHERE 24'HOE MINNH FULL HEI6HT THE MINIMUM LEN6,T'H REGUIREMENT5 OF TABLE R602.105. NAIL I(6'MINIMUM WALL CONTE OUTSIDE Kllt MSTUDIN DEEP ( PLHEADERAiUO OUT51CZwnws VE Kill(SEE PtAWO PAM-C WALL RETURN IS PROVIDED AT ENDS OF 5HEAT'HIN6 WITH 8d NAIL5 0 6"O/G M06E5)AND 12"0/G(FIELD)AND PROVIDE 2X Z ~ C5-W5P BRACED WALL LINE TIE 800# BLOCKING AT ALL UNSUPPORTED PANEL ED6ES. PROVIDE 800 POUND HOLDOWN FASTEN S'5HEATNIN6 TO WAVER W/ FASTENS'S 101(,I NE C4 FEARER W/ MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE 8D NAILS 0 3'O/G IN EACH DIREG7ION a 8D NAILS 0 3'0/G IN EACH OIREG110N e- MIN WIDTH IFI uJ HOLDOMN FEI6HT(1=T) WIDTH'L' TRIM TOP OF PAPq AS REQb EITHER A 24'MINIMUM FULL HEIGHT WALL RETURN OR A 48'MINIMUM BIP. � SIMPSON L5TA24 STRAP ON BOTH SIDES AND lu 51MP50N L5TA24 STRAP ON UNSFEAT}EO � 0 TABLE RbO2.10.5 MINIMUM LENGTH REGUIREMENT5 OF G5-W5P EA,GII OF FEARER TO JACK STUD W 16-100 NAILS FACE MV Ib IOD NAILS PORTAL STRAPS 1/2'MOM CONTINl10U5LY SFEATF�BRACED WAIL PANES FASTEN TOP PLATE TO HEADER W/2 F- FASTEN TOP PLATE TO HEADER MV 2 q 52� b-I/4'SD5 5GE ON 1 Q ROWS OF 16d NAILS 0 3'0/G Z ROWS OF 16d NAILS 0 3 O/G 10 11 3b, BOTH SIDES(4 STRAPS PANEL) Y WALL AJACENT CLEAR MINIMUM LENGTH OF O g O W w Fw-' HE16HT(FT) OPN61EI6HT BRACED WALL PAIS (2)JACK STOVE MIN.OR PER PIAN (1J JAUG STUDS MIN OR PER PLAN 12 42 „ p r _ ¢ -51MP50N GSH GOU'LER NUT (b4' 24" H H BLOCKING AT PANEL E D6reo v 6 64'TO 80" 32' BLOCKING AT PANEL EDGES BLOGKIN6 AT PANEL ED6E5 PANEL VERIFY SP IS, z 80"TO 46' 36"e F- PANEL 5HALL HAVE A LENGTH'L'OF NOT a] <64' 27' GYPSUM BOARD"6B"BRACED WALL PANELS(TYPE B)SHALL BE LES THAN I6 FOR ONE STORY AND 24'FOR ►- PAPA SHALL HAVE A LENSTH OF NOT w J "l8'0 ANCHOR BOLT OR q 64'TO 60' 30' 48'MINIMUM IN LEN6TTf ON BOTH 51DE5 OF WALL PER TABLE HALL,AND 2O'FOR A 10 FT MAW.SEE FIRST 5EE PLAN FOR TWO STCTUAL ORY APPLIGATiON � �BOTII ENDS OF s DETAIL IES TO HEADER W a z ADHESIVE ANCHOR 80'TO q6' 41' Rb02.IDS. SECURE)ri"6YP5UM BOARD WITH 6d COOLER NAILS, <64" 30' • 9 " y-••� PLAN FOR ACTUAL LENGTH. -' F HDTH TO HEIGHT DIMENSIONS ARE � � Q Agl5 X IY6 6YP5UM BD NAILS,OR Aq8 X 1/e ANNULAR RINGED !L IF HDTH TO HE16K DIMENSIONS ARE NAILS a,"O/C(EDEiE5)AND'T"0/G(FIELD). BLOCKIN6 15 NOT EXCEEDED THEN DETAIL'-'TO BE USED, EXCEEDED THEN DETAIL'F'TO BE USED. hQr ❑ w • r�. tO 64 TO 80 '� TZEQUIRED AT UNSUPPORTED PANEL EPIC WHEN PANELS ARE " . " " „ ry IF GONTIN1011<•FEARER B U5137 OVER U 80 TO q6 INSTALLED HORIZONTALLY. PROVIDE J015T OR TRU55 OR FULL BOTH OPM465 THEN MIDDLE WALL x `n "Partial credit for Panels 36"to 46'wide per RbO2.10.5.2 HEIGHT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALL5. ONE JACK AND KIN6 STUD( ONE JACK AND KING STUDS 11 11B NOT REQb "L°�rQ;2,TO -1 9 of TYPIGAL HOLDOHN DETAIL AT CONTINUOUSLY SHEATHED WOOD FASTEN VI6'SHEATHINGTOEACH STUD FASTEN lAb'SHEATHINGTOEACH STUD TWOKIN65T1A5 STUCTURAL PANEL CS-WSP TYPE A GYPSUM BOARD "GB" -TYPE B a AND SILL MYBDCOMMON NAILS 03'O/G o No SELL NBDCa"NAILS 0a,O/C 0 m FRAMED FLOOR A - R - - NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 -AsteN,/16'S1FI+THIN6 ro STUD AND SILL W 8d NAILS 0 4'0/6 w I PORTAL DETAIL"G'ONLY APPLIES 51MP50N HIM HOLOOWN W/6-1/4" Z Q J 51MP50N FUIF HIOIDOMN MV 14 t/4'SDS Q U) N.TS. T02 FT TO 16 FT WIDE OPEMIN65. SGREM M DOUBLE END STUD 5D5 5GREW5 IF NO FLOOR ABOVE TABLE 602.10 3(1)BRAGIN5 REQUIREhENT5 BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO HDU4�'�� /BOVE PANS TO 51T DIRECTLY ON TOP OF WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT IREGTUIRED LENGTH OF WALL BRACING. 2-I/2'm AJNGFIOR BOLT OR EXPAN510N 5GR8^lri r FLOOR ABOVE CONCRETE FOIADATION MUV L SMISON 7M HOLP 1WM AT 66-W FWICfD WALL HE16HT5,AND 2 BRACED WALL LINES ADJUSTMENT STORY CONDITION ADJUST'ME'NT BOLT VpTN 2'X2'X3i(a'PL WA5H� I/2'm AtktIOR OR EXPANSION BOLT W � � ED qR WNL EW PANELS(rYFE Al HPU AS REAM BASED ON 5UPPORTIN6 FACTOR h/ OVER AT FRAff�WALL PETALS G AM D. STORY BWL SI'AGIN6 CONT METHOD 6B #4 BAR CONT IN TOP aF CONCRETE CONCRETE #4 BAR GONE IN TOP OF GONGRE'(E 2-1/2'A ANUIOR OR EXPANSION BOLT #3 TIE V �5�� ERT CyC mI 5HEATHIN6 EXPOSURE CATEGORY ONE STORY G 1.2 FOUNDATION FOUNDATION FouwAnoN < C2 Q` FR F m SHOD NALS AT VTTIZ , , F�05URE CATC-60RY ONE STORY D IS ® TOP IO 2.5 55 PA96-18 ANGFIOR BOLT OR�'THREADED �SOF 1GONGRETE FOUNDATION 51MP50N 58'1/8X24 OR PAW-16 ANCHOR N TOP AND BOTTOM W {�? '�`�R� �Z.c O� . EXPOSURE CATE60RY TWO STORY G 13 TOP 20' 5.0' 10.0' ���GATI�ORY TWO STORY D Ib EXTEND WALL SFEAT}NN6 OVER RIM JOIST Roo MV WA`s RATE,5ff DETAIL 15ADI BOLT OR Yc`�Ab iR5/DDI = ", PA85-18 MY.FIOR BOLT OR 4b•TREADED F o' OVER ROD MU WASHER PLATE,SEE DETAIL ISNI C) TOP 30' 1.0' 14.5' ROOF EAVE TO RIDGE ROOF ONLY 15 FT 13 PANEL EDGE FRAMED WALL PORTAL DETAIL TYPE D ONLY APPLIM TO 6 FT TO 16 FT WIDE OPENIM65. N ROOF EAVE TO R106E ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBUTING LE N6TH OF 48'TOWARDS R602.10.3(I)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANE-HAS 51WSM STROHOWU REGIU1RL'i EN61N�PE5161 TO 02381 Cf� TOP 40' 9A' 185' ROOF EAVE TO R106E ROOF+I FLOOR 15 FT 1.15 REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. WALL TO BE GONTRIBUTIN6 LENS1 OF 48"TOWARDS R602.103N MINIMUM LBr6TH TO DETERMINE PANEL 512E AND ANCHOR BOLTS FOR ❑ TQC` ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 WED ON FIRST FLOOR APPLICATION ONLY. REGuRB•ENTS FOR BRMM WALL-PAIMS AT BRACED WALL I-ReS ACTUAL HORIZONTAL DE16N HND LOAD AND CONDITION OF N E� TOP 501 IIA' 23.0' ROOF EAVE To RIDGE ROOF+2 DOOR 15 FT 1.1 ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP JOB NUMBER TOP 60' 13.0' 215' WALL W16HT ANY STORY 6 FT OA CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL 3/8'0 ANCHOR BOLT OR WALL HEIGHT ANY STORY q FT OAA D�ETL - TYPE, F 2016023 BOTTOM OF 2 10 5.0 UOS ►� �I " " ADHESIVE AWIOR WALL HEIGHT ANY STORY 11 FT IAS FRAME CS-PF DETAIL - TYPE C PFH DETAIL - TYPED DETAIL - TYPE E BOTTOM OF 2 20' g.0' 19.0' WALL HE16HT ANY STORY 12 FT I.I NOT TO SCALE PER FIGURE R602.10.6.3 D NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 CALE PER ENGINEERED METHOD W �,� . •v°e. W13M OF%L PER PLAN DIRECTION AT STORY 3 13 �0 BOTTOM OF 2 30' 13.0' 27.5' N• OF BM1„PER DEAN DIRECTION AT STORY 4 1.45 HEFT NUMBER Q BOTTOM OF 2 40' 11.0' 3bD' NUMBER OF Bit PER PLAN DIRECTION AT STORY 5 OR MORE 1.6 GYP BD FIN15H OMITED FROM INSIDE FACE OF BHP 1.4 21 B RACED WALL PANEL DETAILS Z HOLDOV�N DETAIL AT SLAB BOTTOM Of 2 50' 21.0' 44.0' APPLIES TO METHOD G5-W5P ONLY (D 6YP BD FA5TENING ANY STORY 4"0/6 03 UNITS 107 (MODEL Al ) 108 (MODEL Al ) co g=KT6�. BOTTOM OF 2 60' 25.0' 525' APPLIES TO METHOD 6B ONLY D 1 NOT TO SCALE W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED --- U) ZC ' W 1'� E m 661417.2 x'r 6Loaw TV.nnmm WN.L O 1xk"mum 0wOG.- 2 Z U FRR�D 50ffi1T 2 O QJ o °) RID6E5 TO ALIGN (2)1 X�d OUCIN6 + _ ' U > N 2 2 4ON>- RIDGES TO ALIGN "-- DFNTL t10gC �DTLbbxbx8 I-•- � N-2Z — py-mar OR MX RIDGE VENTRIDGE VENT 6 6 rx8"Tm 0 L X c c� j TYPICAL ROCFIN6, rxb"FAr..GIA U o � M' TYPICAL RDOFIN&- n 00 ARGFIITECTIA2A15HIN615 PELT A I/2'PLYWAOD�EAT111N6 ❑ U `� 15#FELT UNDERLAYMW I/2'PLYWOOD SHIEATHlN6 6'AZEK TRIM 6'AZEK TRIM I/2'PLYWOOD SFEATHIN6 x4"TRM co 1 _ AIJ12 k„ $, a 1 12 2 12 DML BLOCK#M1.Bbx6x8 PWL BLOCK$OILBbxbxb 12 ' �y� 12 BY'FYPON'OR Ep1AL BY'F1T'OIN'OR EQUAL 12 12i�` 6' �,M GABLE END DETAIL 1 6'AZEK TRIM b, '^ ��12 �,��b' 6" OH. OH. sl2 12 -- �--OH. Ik 8'AZB:RAKE 8D W/ P R� N.T.S. AI Ik 8'AZBC RNA BD W/ b'AZE 1RIM m m J_ 12 ik 3'AZEK TRIM(TYPJ `„` 0 +^ Ik 9'AZEC 1RIM(TYI') 12 2 4cp 12 HROOF BREAK I III ROOF BREAKLt b'BUILD fi 45HM6 6'Hl6H BUIL) b'9LIND FLA5MN6 ~ U FLASHING 5TANDIN6 SEAM "' STANDIN5 SEAM _ — — _ METAL ROOF METAL RDOF' _ _ Z - BEDROOM#2 PL HT ° BEDROOM#2 PL HT 4�-.�b BLIND AL16N �. 9IIIIIIi fill III IIII Ill Ill I 'AZBC FA5GIA5 1N6 0• V IN6`'"`'�FA5GIA5 FRIEZE BD. yl Imo' OH. OH.' L—L O Ln I'-0' -0' -0' o m OK OH. fill LL z !E J I kE I 4 i 1 I'X8'AZEK r 4 1E11 11 Hill ITRIM Ftz TRIMXtlI q 1 4 ® W 7 OVER CARDER l I a I Q I Q ir 10 ! I Q I I I F it -r I II Itit 11 1 1 Ill If fill If IIIIIII 11 II I1 I Ili-Lill IIIII 11 I I II ! I Fry& FIN. IST FLOOR I FIN ISTJ FIN. 1ST I FIN. IST FLOOR ELEV- 0 ~� FLEV= O'-0" bxb P.T.POST PITH SIMPSON 6xb P.T.POST WITH SIMPSON 10'5QUARE HBt6 PERMA CAST 10 5QUARE HBt6 PERMA CAST I 86523/6 P05T GAP ANCHOR t I I I I I I 90523/6 POST GAP ANCHOR t I COLUMN#46382 W/SQUARE COLUMN#46382 W/50ME 51WWN ABU POST BASE ( I I I I I SIMPSON AEII166 POST BASE I FLAT GAP t BASE(OR EGUAL) I ~ �1 LLI FLAT GAP t BASE(OR EQUAL) I (TYP-ALL COLUMNS) (TTP-ALL 6oulraNs) -CORt�R COL"TO BE I - CMD COLUMN TO BE J I PROVIDED W/SPLIT KIT I I I I I I I PROVIDED PU SPLIT KIT I Q � I I I I I w - I I I I I I I I I I ❑ O 55W FLOOR uNFIItBSMrFLool:_ U- - - - -- - - - - - - - -- - - - - - - = - - - - = - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -�II- - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - -- - - - - - FRONT ELEVATION FRONT ELEVATION Q � 3 6 = I-0 3A6' I-0 H cn UNIT 107 z UNIT 108W U MODEL Al (HOLLY)- MODEL Al (HOLLY) ° R06M TO AL16N RIDGES TO ALIGN 4 4 RIDGE VENT cV RIDGE VENT Q N N (V N GO � r M 00 N 2 2 t 135 A2 12 BE OW � OII7 1135 t l 5 - I Lo z z z z z AI.I 12 0 0 0 0 0 0 12 �12 <n in v� in in in 2 > > > > > > 1212:_ 1 1111111 11 1 12y.+1'-0' ID 12 A 014. INSTALL ICE!WAT9Z SHIED OH11,11 till . PER MANIFAGTURBZ5 12 12 12 I 12 INSTALL ICE t Will SHIELD 12 SPED ONS TO MAINTAIN SPEGIFICATioN5 TO MAINTAIN 12 PROgkT fin, bt8 FASCIA BD. PRODUCT WARRAHtY 4 6.BLIND —8'AZEK-- b EIl IND -111111 11 1 APPLY ICE t WATER SHIED IN FAIR - INC FRIEZE BD. FLASHIROOF APPLY ICE!WATER SHIED IN FAIR WEATHER E ARE AT AIR ERA7 PECK F 4 WEATH�WHEiN THE AIR ROOF DECK AND MB IBfRANE ARE AT TE�'BRA1Uf 5 OF 40'F (5'G)OR HWM MEMBRME ARE AT TE�ERA111RE5 OF 40'F — - — — -Jill I Ill 11 1111 1 1 (5•G)OR HI6FER EIRKFST'PL HT _ — — MSTR E1DRht MSTR SDRN� _ BRKF5T PL HT HT PL HT Z — PL W V J OH. Il-bo. i'6' - - I'6' I'-0' OH. OH. E OH.. I J OH. } EXTERIOR L�14lil�^1L O_I m EOR ` I - I' ' 1'-0' HARDIPLAfI;SFIN6LE SIDIH6 XTERIWALL -0 W O W - - SOFFIT Ll I I I -TYVEK OR EQUAL -TT I OAR EXAALN6LE 51DINs --- I I i ® ® ON. OH. U 1 1 I I W W i I i rs -VI6 058 5HEATHIN6 T U til -VIP'058 SHEAIHINS ri 1 1 it 11 J I I r1 -2*WOOD SILOS 0 Ib'O.G. �' I -' I i i § -2xb WOOD STUDS 0 I6 O G. z = Q -b'R-21 BATf5 Z b'R-2I BATTS 4 I I 4 4 4Q1 Q = II it ffjLL 6PARA6E v I I o I Lu I III Il E0w Z BY . Q W I It 11l I FIN.15T FLOOR ❑ W IN1211;q� .IST FIN.IS 2020 NYSRC-62421.8(503.8) r" '1 FIN.IST FLOOR I - 0'-0" VENTING 5Y5TEM TERMINATION LOCATION: N ELEV. 0'-0' _ _ _ — — — — THE VENT TERMINAL OF A DAP�GT VENT APPLIANCE WITH AN tii v 10'SQUARE I t6 PERMA CAST I r I I a bxb P.T.P05T WITH SIMPSON -r C9 bxb P.T.POST WITH 5Hw-tON I N I N I I I I I I III I III I bc4 AZEK TRIM I I 10'SGIJARE Int 6 PERMA GA5T I I 8652-3/6 POST GAP ANCHOR e I INPUT AT LEAST FROMI A OHM%INTO A� BG523/b P05T GAP ANCHOR t I I coLUMN#46382 MU SQUARE I I Ix4 AZEY TRIM III I d I COLUMN#46382 PV SQUARE SIMPSON ABU66 P05T BASE 1 II I II I 51MP'�OH ABU66 POST BASE > (TYP-ALL COLUMNS) I I FLAT CAP t BASE(OR EGIIAU I I I I i li I III I I I I I III I u l I I I FLAT CAP t BASE(OR EOIlAL) I I (TYP-ALL calm) I BUILDING,IM SUCH AN APPLIANCE WITH AN INPUT IR% U BE z m BTu PA3Z HOUR euT NOT ovt�5opoo BW PER HOUR SHALL BE Z -CORM R COLUMN TO BE I I 1 it i III i N I -GORIN6Z COLUMN TO BE < PROVIDE W/SPLIT KIT I ( i I N I M III I I J J I I I I IWC I N I I I ( I PROVIDED W/SPLIT KIT I I I AAN APPLIANCE N"AN WR.STAUID WITH A 9 INCH VENT OVER 50, 00 TU MR RAHOLI ANv Z IL- Q II II I I �II II IIII (III II AT LEAST A 12 1' 44 VENT TERMINATION_ �noMT veaTAIV nI wR INTAKE SHALL BE LOCATED AT LEAST 12 ABOVE GRADE. � Cn :......... ............. ................ b V-0 AR I I I I I IIIN „ I 2020 NY5RC-R3122.I v �,;\5 oeERT Cys — _ — — — — — — — L — — — IN DWI31AN61MIT5,WHERE THE TOP OF THE SILL OF AN - - - - - - - - - - - - - - - - - - - - - - - L - OPERABLE WINDOW OPEIN6,IS LOGAT®LF=,�6 THAN 24' Q — — — — —— — - - - - - - - - - - —I- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - —I- - - - - -- - - - - --- - - - - - - - - —I- - - - -- - - - - - - - - -I— - - - -- - - - - - 2 ABOVE THE FINISFID FLOOR AND 6REATBZ THAN l2'ABOVE THE FINISHED 6RADE OR CIPHER SURFACE BELOW ON THE W 7tC a°i? EXTERIOR OF THE BUILDIN6,TIf OPERABLE WINDOW SHALL = ar COMPLY WITH ONE OF THE F OL.OPINE. () - •=� •OPEINf THAT WILL NOT ALLOW A 4 MGI DIAMETER SPI n TO PASS TIE OPEYMM ITS LAR6EST OPB�QEAR ELEVATIONELEVATION P ❑ 3/16 = I-0 3 6 = I-0ME N ANG DEV`�A�0�„To F NES RBPASE THE CONTROL DEVICE ALLOWING THE WMOOW TO ......... ..... ..... ....•...•..•..........•..•..... RALLY OPEN,SHALL NOT RHAIGE TILE NET CLEAR OPENING JOB BER UNIT 107. UNIT 108. AREA OF THE PIICOW Ural Tf0 LF55 TIIPdN 5:15cilARE FET. w 2016023 MODEL Al (HOLLY) MODEL Al (HOLLY) Q SHEET NUMBER UNITS 107 (MODEL Al ) 8� DUET CLUSTER = M DEL Al ) [LZ 108 ( O ) c/) A `� W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED — RIDGE VENT "FIRE RETARDANT ZLLJ t , PLYWOOD 5HEATHIN6 ^ E 2'x8'RIDGE BEAM U a) O •I'—� _ RIDGES TO ALIGN RIDGES TO ALM 12 12 0 r , DEE VENT 4 R06E VENT 12� 712 2"Xb"RR p ® 16'or,. I- .}� c5 v HARDIPLANK 12 - �; 12 @ __ PT 2"XIO" � F p N� 12 �55 HORIZONTAL SIDING 55 r � _ 9 6UTTF3t5 t LEADERS 9 HORIZONTAL SIDING 5656um D TO z V ALL 6U17TER5 t LENDERS SHALL BE BAKED MITE ALUMINUM 032'MIN.GAUGE,6I)IERS WALL® O L M SHALL BE V SEAMLESS,0.6.STYLE W/ALL 8S EBS - T — — C ENDS U W � r> _ RIDGE VENT _ _ `- --'� — SHALL BE MIN.2W,02T 6AU6E W/CLIPS t c) 00 12 RELATED t REQUIRED ACCESSORIES. LEADERS wDSE vettco ANCHORS. CAUJC t 5M ALLJOINTS. PITCH 6UTTER5 MRL I/8'/FT.PROVIDE P.V.G. -RIDGE VENT U M _ -�—— RECEPTORS A"ABOVE GRADE TO RECEIVE ff nn — LEADERS IGL.OSED GAP DE516NU.12 12 a 12 12 = B GLLE5TORY -WALL BEDROOM#3 � O.H. b'-0" O.H. BEYOND WALL BEYOND ROOF a COVB�H7 �-T I2 -O' a el– z1--= c PORCH BEYOND -i- '- Ix8 FASCIA BD. J T 2'X6' IT BEAM5 Z '"`? z 0 I6" .G.W/VENTED p BEDROOM 2= - 12 PL HT I2 12 VINYL SOFFIT BRO r-7- BRKF5T MSTR ESR .��-, - -..� - # T Td� PL HT M HT _ ��a-� I H. IOHH. GARAGE OVER — P-HT 10"5WARE HBd6 PERMA LOO. GA5T COLUMN#46382 W/ o Z ® 1 I I I __-_ �' SQUARE FLAT GAP I OH. _...:. - - BASE(OR EGUAU- O CORNER COLUMN TO BE U `I L4 I I1 1 1 4 i iBEDROOM WILL BEYOND _ d 11 11 1 1 1 1 to 4 T7-T-T 11 1 1 1 11 11 1 1 1 11 If If PROVIDED W/SPLIT KIT 4 6AA�6E Y I I 4 4 I i i c°LUMIr. COL"a Gam I I 4 I I 4 caul e 4 BEYOND COVERCA I I -- _ PORCH B� , FRONT o m 1l II 1 If I 1111 IN. 1ST FLOOR FIN. 157 FIN.IST FL FIN. IST FLOOR - - ELEV- 0'-0" EI EV= O' = 0 ELEV= Ix4 AZEC TRIM L _I _ I I I I Ix4 AZEK TRIM Ga"e�,� I I I 6 I I I 1 HOUR RATED EXTERIOR I i FIR5T FLOOR LINE �1 FRONT PORCH EYOND I I I I rv1 ( BEARING WALL e W I I ( I I A55EMBLY- SEE DETAIL: 1 V IKB99FLORI I I I I I I - - � - - I- -- - - - - - - - - - - - - - - - - - - - - - - - -- I - - - - - - - - - - - - - - - -- ^- - - -- I 0 — - - - __- - - -- - -- - -- - - - -- - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - -- - - - - - - - - - - -- - - - UNFINBSMfiE�00R -- - -► - - - - -- - - - - -- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - -i- - - - - - - - - - - -i- - - - -- - - - - - - - - - - - - - - - - m cry &I-OR TYPICAL PORGH 5LAB ^� •4'P.G.SLAB(MIN.3500 P51 GONG) NATION LEFT 51 DE ELEVATION (BREEZEWAY 510E) REINF 4 4111 TO bxb,IOAO Wl^IM. �I GHT 51 D� �L� 5A6* = I-0 'TAMP# FILL TO 95SK DENSITY � U 3/16 = I-O UNIT 107 UNIT 1 1 BREEZEWAY SECTION A 1 . 1 E�s. z U MODEL Al (HOLLY) MODEL Al (HOLLY) W U O 0 RIDGE'S TO AL16N RIDGES TO ALI6N RIDGE VEQT RIDGE VENT =-r - -. __ • HARDIPLANK 12 1— 12 12 12 HARDIPLANK HORIZONTAL 51DRIS SSI 9 6U11TR5 t LEADERS 5S HORIZONTAL 510INS w ALL 6UTTEL5 i LEADERS SHALL LE BAKED — �1Z IN ALAMIMJM 032'MIN.6MISE,6UTTER5 _ _ _-- 12 SHALL BE 5'SEAMLESS,06.STYLE W/Al _�� � .r 12 RIDGE VERT RlD6E VENT t 8 Q N N n N ao RELATED t REWIRED ACCESSORIES. LEADERS N M MIN SHALL BE MIN.2'x3',02T'6AU6E W/al"'S,t - - ANIGFFORS. GAIAK i SEAL ALL JOINTS F'ITGH �.- 6UTTffRS MIK i/8'/FT.PROVIDE P.V G RIDGE�* —'® �- REGE°TORS 8'ABOVE 6RADE TO REGENT T 1 LEADERS IGLOSED GAP DE516W. — — .-4�� �-- - 2 OH.- 12 it GLt3RE5T = - y- CLERESTORY ° .-.�=L c IZ T �. . , 12 12 WALL BEDROOM 03 BEYOND i - - WALL BEYOND T ,-r-�_--�--� 11-0' ROOF a COVERED t� - GABLE t10 �. PORC.H BEYOND Z Z Z Z Z Z -. , � -,.Jr fn (n !n In fn fA Ix8 FASCIA BD. > > > > > M5TR ESR PL BRKFST PL HT - BEDROOM#2 M HT I 12 -- I'-0' cn __ \ ' L OH. - 6ARA6E PL HT o 6'AZT: I - __ .;4 - 1: Imo FRIEZE BO. I H�11 MASTER BEDROOM = I I I I Q Z 4 WALL BEYOND I I I v WALL O 4 b' - 1I I 4 Q I I BEYOND FROM PORE N F3EYOND 111 fill 1 11 11 Lu � ! I I GORC44 B COLUMN a COVERED I I I I PORCH BEYOND �- y PORCH BEYOND 1 1 1.- I I O m I I I I i i I I I I FIN.15T F > W H I I FIN.IST FLOOR FIN. 15T FLOOR 1. 1 _ W FIN. 15T FLOOR ELEV= 0'-0" ELEV= 0'-0" V- 0' " 0 U 0 I Ix4 AZEC TRIM I I I I I Ix4 AZE K TRIM I I ` — I Z Lu a covE�v ( I I I I HJR RATED EXTERIOR I I I b w z FRONT PORCH BEYOND I I I I I I I FDI cn BEARING WALL i 1 I A—rnc BLY- 5EE DETAIL: I I I p III Lu 2020 NY5RG-62427(503.8) w VENTING 5Y5TEM TERMINATION LOCATION: _ THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN til U 000 HOM"OR LESS —„PJFINL BSMr FLOOR UNPIN MW FLOOR— I — — — I _ _ _ _ _ _ _ _ I INPUT AT LELEA6T 6'FFR.OM A IRA OOPERM INTO A E - -- - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - -- -- - - -- - - _ — _ _-- - - - =��I--- _ - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ^- - - - - - --I- - - - - - � BUILDING,ANDSUTNOTOV AN ,PRSOPOEnUPRHaR5LIANCE NIH M IW HIL13E C9 m - -- - - - -L - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -_ — _ - - - - - - --- -- - - INSTALLER ED BUT EJWHYENToA008TUP�NI0URWr-,NE — — — — — — — — — — — — — — — — — — — — — — — — INSTALLH)WITH A 9 INCH VIB1T TERMINATION CLEARANCE,APD W AN APPLIANCE NTH AN WVr OVER 50p00 BN PER HOUR Z U SHALL.HAVE AT LEAST A 12 RIGH VERT TERMINATION GLEARAW,E THE B070M OF THE VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATES AT LEAST 12'ABOVE 6RADE. u) ............... ....... ........ ........... W TION �R Z WADY 51D ER R� LI=T 51DE ELEVATION RISC HT 51 DE ELEVATION ( ) 2020 NY5RG-83122..1 ERT 3 6' = III IN DWHLIN6 UNITS,W�E'THE TOP OF THE SILL OF AN 6 = III ABOVE THE PINISI-E D F LO=APD 6REATER THAN Tr ABOVE OPERABLE 2 THE FINISHED 6RADE OR OTHER 5URFACE BE.OH ON THE W c' UNITG108 EXTERIOR OF ON B F THEE,TEE GPE2ABl E I^pNDOW SHALLUNIT 108 OFENI KTTATOF� °A4 ` •OPBLR155 THAT WLL NOTE ALLOW A 4 RJCNF DIAME113R SPHERE (Un TPOO�P THROLKNI THE OPIE71N6 IN ITS LARGEST OPENED 1 2381 �O MODEL Al (HOLLY) � TM FALL DOH O TIONS WN11Ei THAT COMPLY WITH ASTM F N TO F N MODEL Al (HOLLY)° ° n°�r° RELEASE THE CONTROL DEVICE ALLOWN6 THE KNON TO FULLY OPEN,SHALL NOT RIMICE THE NET CLEAR OPBdIN6 JOB N BER AREA OF THE WINDOW LUT To LESS THAN 51 SWARF FEET. 2 16023 W UNITS 107 (MODEL Al ) & DUET CLUSTER =CD SHEET NUMBER ELEVATIONS Z l08 (MODEL Al ) A I I W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Z C , W �1 E U U r A G G A 0 (, Al-b AI-6 Al-b AI-6 V 0- z I6'-0' S2'2' O 4--d :305 v DIRECT VENT FEAT11%EXIR U > 12'6' 15'6• a'6" ' ' 1 '- • APPLIANCE CLEARANCE APPLIANCES Q N>:14-8' SHALL BE INSTALLED WITH THE I- m DIRECT VENT HEATIN6 EQUIP. AI.I '= N`3 c APPLIANCE f1 FAaANrF APPLIANCES INDIGGIJA APPLIANCE LABEL x c M SHALL NC INSTALLED NTH PLI WICAT1D O HE APPLIAERIALS CE Z V N � L 0.-(n'- � THE AND IN THE MANUFACTURHLS U Q w M CLEARANCES FROM UNPROTECTED GOhaISTIBLE MATERIALS AS INSTALLATION WTRUGTION5. O -' MOATED ON THE APPLIANCE L.AB9. 6 LINE of REAR GIE9C = ti op 171 uU "' AND IN THE MANIFAG111REfL5 2• FD1 I'-0• WALL°UMUT I� LINE OF REAR Cts M INSTALLATION IN5TIMTIONS 1 -T 2' WALL°UNIT 108 � � CD z EL 4'-4'MA. 5'-2' 5'2' 4'-4'MA. 5l-2* b �" 0 2 1z MOM LL FDI Y o Z o - r---'� TYPICAL PORCH SLAB T" nom, 8 •4'PL.SLAB(MIN.MOO P51 GONG,) FD1 '' ;; 66RESs I 2 2 ^D O REIFOWM WITH 10x6,10/10 WWM. I "� WINDOW FDI •TAMP t FILL TO 95%DENSITY E FDI b HIP 4 r----� 1 0 U) 10` 10'-8' 15'-10 ( Q z N - - - TYPICAL PORCH SLAB II 2x12 FLOOR JOIST!, FDI m •4'PL.SLAB MIN,9500 PSI COC) 0 �0 Ib OL. 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HORIZONTAL SECTIaN o OUNIT 108z0 o MODEL AlwMODEL A1 HOLLY) 4 L HOOD 5TID5-NOM 2 BY 4 IN.SPACED Ib IN.Or.WITH TWO 2 BY 4 IN.TOP AND ONE 2 BY 4 IK,BOTTOM PLATES.STUDS W LATERALLY-BRACED BY WOOD STRUGTIIRN.PAN9.5HEAT+lIN6(1713.15).W�1 MINERAL.AND FIBER BOARDS'(1Tt3•T SA)ARE � CONSIDERED AS BRAGIN6 FOR THE STUDS,THE LOAD 15 RESTRICT®TO 16%OF AILLOWABLE AXIIAL LOAD.WALL513 FWTIVELY FIRE FIRST FLOOR PLAN FIRST FLOOR PLAN 5efP311TOPPED ATTOPA+-ANYCMOFWALL. ❑ 2 6YP51M BDARD�-ANY CLASSIFIED 5/8 IN.THICK,4 FT WIDE,APPLIED VERnGALLY AND NAILED TO STUDS AND BEARING PLATES T IN.OG NTH 60 aMENT•GOATED NAILS,I-1/8 IN.LONG WITH 1/4 IN.DIAM HEAD. S.3/16"=1' 0" LIVING AREA- 1,670 50. ET. 3/16"=1'-0" LIVING AREA- 1,670 50. ET. MJ NT AIV KNUOM-(NOT%IOW- BARD JOINTS COVER®Va7H TAPE AND JOINT COMPOII+b.NAIL HEADS GOYERFi7 J BAnS AND BIANIIT.�-MINERAL 19BM OR 61A55 FM IW AATM 3-5/81N.THICK,FW:S IRE FiT TO FILL WALL CAVITIES E- M'—'1 0 GARAGE AREA- 486 50. ET. 6ARA6E AREA 486 50. ET. BETHEB STWS NO PLATES MINERAL FIBER INSULATION TO BE MACH AND TO HAVE A MIN MNSITY OF 3 PGF.GLASS FIBER INSULATION TO BE FAG®PATH ALUMINUM FOIL OR KRAFT PAPER AND TO HAVE A MAN DENSITY OF 0,4 PGF(MIN R-13 THERMAL Z m COVERED PORGH AREA= 256 50. ET. GOVERED PORCH AREA= 256 50. ET. INSUAnm RATiw S.MOD 51RUGTURAL PAWL SC-ATNIM-MIN Tn6 iN.THGK,4 Fr HDE WOOD 51RUGTURA_PAW!L5,MIN GRADE"GD'OR"5+EATHyS'. W INSTALLED WITH LONG DIMEN510N OF SHEET(STREN67H AXIS)OR FACE 6RAN OF PLYWOOD PARALLEL WITH OR PERPENDICULAR TO Z Q SRD5.VERTICAL JOINTS CENTERED ON 5TW5.HORIZONTAL JOINTS BACK®WITH NOM 2 BY 4 IN.,WOOD BLOCKING.ATTAGHW TO ('D D D 5TLVS ON EXTERIOR 51DE OF WALL WITH 6D CEMENT COATED BOX NAILS SPACED 6 IN.OG AT PE9RIhETHR OF PANGS AND 12 IN.OG - ALON6 INTERIOR 511D5. :....................................................... b.ExTMM FAf.A165-INSTALLED IN ACCORDANCE WITH 1VE MAMIFACnRER'S INSTALLATION INSTRUCTIONS.ONE OF THE FOLLONN5 W EXTERIOR FACINGS S TO BE APPLIED OVER THE SHEATHING: ��EFzED RC G.WOOD 5TFW11IRAL PANE.OR LAP 51DIN5-APA RATED SONS,EXTERIOR,PLYWOOD,05B OR COMPOSITE PANES WITH Vit2�p8IRT Ew y��iy/��n FACES AND 5TFWnRN..WOOD GORE,PER P5 I OR APA STANDARD PRP-108,IWLIDIN6 TEXTURED,ROUGH SAW MEDIUM MSI Y Q F2 2020 NY5RG-R3122.1 Y GROOVED AND LAP 510tN6. IN PI EIJ.INS UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPBNIN6 5 FIN19W 6RADE OR OTWR SURFACE TfIAN 24'ABOVE M FIBPLOW ON M EXTEIRIOR OF 7W BUIlDINS, V CATIEV_ _FLOOR NO_TM_ NOTE: WDOD SPECIFIED IN UL�RATED DESIGNS ARE MINIMUM SIZES.LARGER DIMEN510NAL - OPERABLE w1NDOw SHALL COMPLY WITH ONE OF THE FOLL.ONANS+ STUDS CAN 8E 5l1BSTITUTED. •OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA551HROU6H 1HE N 238 0 aPEANIN6 ITS LAKILL.N T MIDENED A 4 INN NOTE= UL#356 15 IN COMPLIANCE WITH FIRE-RESISTIVE-RATIN65r AN51AL 63 A5 PERIM2 o Q' y0 )�)I TIPI_F I_VL 61RDER GONNEGTIO'� .FALL PREMMON DEYICE5 THAT COMPLY WIT++ASTM F 2040 ❑ OF N E� FOR ALL MULTIPLE LVL 61RDER5, LA6 BOLT DMen N o NA7W N�T�A��N r�o R� wT TOGETHER>^v I/2 BOLTS® 2-0 (�.G.,� MIN, ONE HOUR RATED EXTERIOR OPENAN6 AREA OF THE WINDOW UHT TO LESS THAN 5.►SGNIARE FEET. FROM TOP 4 BOTTOM, 4 MIN.4" FROM ENDS ...../. ......... ........... ........ ........... WALL RESISTIVE ASSEMBLY NUMBER �. A- 3- . . ' 016023 2020 NY5EGGG 5EGTION R 403.3: 6ENERAL CONTRACTORS AND SUBCONTRACTORS TO VENiiN6 5Y5TEM TERMINATION LOCATION: � SHEET NUMBER NOTE: EF .D AIST FAH, -SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSUATED TO A MIN.R-8 2020 NYSEGC.G SECTION R 402 412: UNITS 107 (MODEL Al ) & DUET CLUSTER la REVIEW THESE GONSTRUGTION DOC.IJMENTS UPON RECEIPT TIE VENT 713zMANAI.OF A DIRECT VENT APPLIANCE WITH AN INRJT Q PROVIDE SPRAY NOTE: }�= HOLD DOY Q I 5o CFM INTtERMATTEaT OR X014 ARCHITECT AND REPORT ANY AND ALL AND DUCTS OUTSIDE THE THERMAL ENVELOP SHOULD BE MIN.R-6. AN APPROVED HERS RATER TO OF 10000 BN PER Noun t'JKYL+OR LESS SHALL BE LOCATED AT LEAST Z O ' STAIR MANUFACTURER TO DESIGN STAIRS TO ® CFM -5EAL.IN6 15 MANDATORY FOR DUGT5,AIR HANDLER5,AMID FILTER B0XE5. PERFORM AIR INFILTRATION,DUCT 6'FROM ANY AIR OPEON6 INTO A BIIILDIN6,AND SUCH AN APPLIANCE RUTH 0- INOLLI ALL DRYERS TO BE VENTED FOAM INSULATION IN ALt WINDOWS SHALT BE IMMEDIATELY S ARCHI[INE ANY DIMENSIONAL GONF11GT5, _JOINTS SEAMS AND GONNEGTIONS SHALL COMPLY WITH SiEGTION M-IbOl.4 LEAKAGE AND GOMBUST,oN SAFETY AN INUIT�10� PER HGF,4 NEN��,�M P� 108 (MODEL Al ) FIRST FLOOR PLAN z TO OUTSIDE AR PER GODS GARAGE GEIL.ING N� MEET ALL APPLICABLE CODES AND TO IMMEDIATELY TO ARGHITEGT FOR GORREGTIVE HOUR SHALL BE INSTALLED HATH A 4 UNG+I VENT TERMINATION CLEARANCE, ALL wASH�ro ANDER5EN 200 SERIES REPORT ANY DISGREPANGIES AND CONFLICTS cot OF THE 2015 IRG. TE5TIN6 AND PROVIDE A HKITTEN AN NTH OVER BTU PER _ PROVIDED WITH DRAIN PANS LOGATION OF ® CARBON MONOXIDE MEASURE5 PRIOR TO CON57RUGTION DO NOT SCALE -DUCTS SHALL BE PRE55URED TESTED To DETERMINE AIR LEAKA6E BY REPORT OF THE RESULT5 AT ATLEAASTPq s IN�GH VERT�iNATIION CLEEAARANC BOTTOM OAF THE� E5 TO THE ARGHITEGT PRIOR TO STAIR FABRICATION. O° AZINC,� DETscrOR DRAWIN65.DIMENSIONS SHALL BE CALGULATED AND BEDROOM ABOVE GLAZING NEVER SCALED UNLESS OTHERWISE NOTED. ROUGH-IN TEST AND A WRITTEN REi�ORT OF THE RE51fl.T5 SHALL BE SIGNED VENT TERMINAL AND THE AIR INTAKE SHALL 8E LOCATED AT LEAST 12' W 9M DETECTOR BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO,THE CODE OFFICIAL ABOVE 6RADE 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Z W E �i O A G G A Q r 1 AI-6 AI-b AI-b AI-b Z �•�/ U z •� 57-2° F– 4� � � U J .r... m� V >Nr � ONS z h Z U) (p � O X c M U Q c o `� v ❑ V M II'-0'PL.HT. rn N co V _ 0- - — — — — — — — — — — ® I HOUR RATED EXTERIOR BEARIN6 WALL I I'-0'PL HT. 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