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HomeMy WebLinkAbout46736-Z oguFF014000 Town of Southold 11/16/2022 y; P.O.Box 1179 0 o .� 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43602 Date: 11/16/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Properly: 36 Harvest Pointe Ln Unit 95, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-39 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/13/2021 pursuant to which Building Permit No. 46736 dated 8/25/2021 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 95 The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0149 9/7/2022 ELECTRICAL CERTIFICATE NO. 46736 11/7/2022 PLUMBERS CERTIFICATION DATED 11/5/2022 tjlKfblqT1Xubing& ating i0ze nature A ��o�SOFEot�-�oG TOWN OF SOUTHOLD y BUILDING DEPARTMENT N x TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY v 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#: 46736 Date: 8/25/2021 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per SCHD & Planning approvals. (Unit#95, A model) At premises located at: 36 Harvest Pointe Ln Unit 95, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-2-39 Pursuant to application dated 8/13/2021 and approved by the Building Inspector. To expire on 2/24/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,133.20 CO-NEW DWELLING $50.00 Total: $2,183.20 Building Inspector pf SO!/Tyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlina-town.southold.nv.us Southold,NY 11971-0959 COU BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 36 Harvest Pointe Ln Unit 95 city,Cutchogue st: NY zip: 11935 Building Permit#: 46736 Section: 102.1 Block: 2 Lot: 39 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: 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 62 Ceiling Fixtures 29 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 4 Wall Fixtures 5 Smoke Detectors 4 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 32 Heat Detectors 1 Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights 12' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 2 Switches 45 4'LED Exit Fixtures Pump Other Equipment: Fridge, Oven, DW, Micro, W/D, 150A Panel 30 Circuit/24 Used Notes: Two Story Inspector Signature: Date: November 7, 2022 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Z Southold,NY 11971-0959 '�Q 'NZ r�UN�9 BUILDING DEPARTMENT TOWN OF SOUTHOLI) CERTIFICATION Date: 1\_I�V_ Building Permit No. �D �J LP Owner: G` Nmb IR. LL C (Please printj� PlumberA n su-40 1 K (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day of 20 NotaryPublic, County Reg.N!o.G i RG38336 r Qualif y iri S!Ooik County laaf so f SO # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `ycou631-765-1802 INSPECTION [v]� UNDATION 1ST I,-,OrROUGH PLBG. [ ] OUNDATION 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 REM RKS: 5` 1 W4 vf a zv_v el � 1 0 DATE y INSPECTOR �E SOUTyo� # TOWN OF SOUTHOLD BUILDING DEPT. e _ ycourm,��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: "VVU S—�tt�tAj gacgrrc DATE INSPECTOR SOF SOUIyo 1 TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ], UGH PLBG. [ ] FOUNDATION 2ND INSULATIOWCAUULL ,dG [ ] 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: (-6� 1.)w, .Pit DATE (0 Y?/ INSPECTOR pF SOUly�lo Ll 7yo # TOWN OF SOUTHOLD BUILDING DEPT.` coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) �4 ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: G DATE INSPECTOR qf so TOWN OF SOUTFIOLD'BUILDING DEPT.ik ." ® �o courm,��' ' INSPEC'um"'A' a i [ ] FOUNDATIONAST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULe4TI®WCAULKIIlIG [ r] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ; [ ] FIDE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] .ELECTRICAL (ROUGH) [ jj ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL NCOV AvxYl\ i i I C ' f ®ATE tp INSPECTOR -a-- 4 a S�� OF SOUTyO� TOWN .OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]. ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1 DATE INSPECTOR GRCH ARCHITECTURE PC . 3750 EXPRESS ERNE SOUTH 1 _ SUITE 202 ISLANDw NY 11749 W W W.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#95—Permit#46736 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. spec fully submitted, 'tERED ARC ��5 ��eERT CyF y�T� 8 2� G herveny,AIA, LEED AP Prin ipal N� 9T��F NEArJ ��O GRCH ARCHITECTURE PC A 3750 EXPRESS DRNE SOUTH Millw+ _ SUITE 202 l IsLANDtw, NY 11749 WWW.GRCHARCHITECTURE.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#95—Permit#46736 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. Res ectf Illy submitted, D ARC, C9�� �0, CyF y i Glen herveny, AIA, LEED AP Prin i al "9 0238�� O T�OF NE�-1 CRCH ARCHITECTURE PC l 5750 ExPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 WWW.(3RCHARCHITECTbRE.COM 637)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 insul tion produc s noted below have been selected for their flame/smoke spread properties to meet the requirementslof the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation �t Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 A" (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam.Insulation report less than 4" (see products sheet) provides flame spread index of 25 or leis and smol<e(development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, inc uding facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 45 . Provided/ Installed: "Ecotouch FlaME 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 AST espectfu ly submi ed, Ahcy OeSRT oy� Y/\ Glen Cherve' IA LEED AP Principal l 023Bi130� TDF N��� 1ilECNANICAL 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 20 Feldland Street, Bohemia: NY 11716• (631) 563-1298 • Fax: (631)563-2954 Home Energy Rating Certificate Property HERS Holly Al - Unit 95 Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2022-11-02 Rating Number: MC193 36 Harvest Pointe Ln Registry ID: 647662199 Cutchogue, NY 11935 Estimated Annual Energy Cost HERS Index: 52 Efficient Home Comparison: 48% Better .Use MMBtu Cost Percent Heating 65.5 $147 9% General Information Cooling 1.3 $75 5% 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 23.9 $1197 77% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $120 8% Mechanical Systems Features Total 102.9 $1552 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 51.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 163 cfm, 24.4 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI 2018 IECC UA Compliance Building Shell Features ECCC New York state 2020 Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA E osed Floor NA Vaulted Ceiling NA Wi ow Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21. i Infiltr tion Rate 1782 CFM50 (2.54 ACH50) Foundation Walls R-11.0 Method er door 1,782 CFM x 60= 106,920 / 4 ,016f 3 =2.54 ACH@ 50 P V/ Michael Testing _ Energy Testing Services Lights and Appliance Feature 1648 Locust Ave, Unit E Interior Fluor Lighting (%) 0.0 Range/Oven Fut Natural gas Bohemia, NY, 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Electric 631-244-2627 Ext. 105 Refrigerator (kWh/yr) 568 Clothes Dryer CEF 3.94 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: G REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. 0 1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 36 Harvest Pointe Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone (CAZ)# of Location of this CAZ: Basement (Use additionalforms if mote than one CAZ or if home has[multiple heating systems or water heaters) Date of Test: 2022-11-02 Outdoors Temp During Test: 68 OF CAZDepressuriZation (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes❑✓ No❑ Type: Furnace Q Boiler❑Heat Pump Q Other❑ tz Venting Tyne 3 . Draft Spillage Sp i_ llage CO CO E tciene F[tel Tvpe t Circle Type) Pascal (Worst Case atural) (Worst Case attaal. Rating:95•0 NOP❑O[:1EF] NQv0MOS_0 NSA Pa. Pass❑✓ Fail❑_ Pass❑✓Fail_❑ N/A PPM NIA ppm Water Heater Primary: Yes ❑✓ Type: Standard Tank ✓DIndirect Tankless ❑ Size: 75.0 Style Common Vent❑ No Instantaneous O (See Commercial Not,5below) (Gallons) ' Stand Alone Q✓ s 2 Venting Types Drat Spillage Spillage(Natural) CO CO E tcien Fuel Tvne Circle T Pascal ( Type) ( ) (Worse Case) (Wase Case) (Natural) EF: 0.69 N❑✓ P❑O❑E_E] N❑M OS❑✓ N/A Pa. Pass❑✓ Fail❑ I Pass✓ZFailEj N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes—0 No❑ Oven CO 2 PPM Ambient CO(During Oven CO Testing) o PPM Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 1 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. a Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: 7����---- - Date: 2022-11-04 Manual S Com liance Re ort Job: . - -�- wrightsoft- p p Date: Oct.21,zozz Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 95-36 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. �-wrilghtsoft- 2022-Oct-21 16:43:43 ,v+�+r ,,,,w,.,�,,,,„,„�,„n�,,,,a, Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Residential Plans Examiner Review • Form ACCK. - Design Equipment, 15 Mar 09 aros,�xa,gox�aru� Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No E] Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision):Model Holly Al, Cutchogue, NY 11935 HVAC • ■ CALCULATION Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 'F Orientation: Front Door faces West Indoor temperature: 68 of 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 Roof Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 1,0 ft Sensible heat gain: 19979 Btuh Internal shade: blinds Latent heat gain: 3977 Btuh Blinds,drapes,etc. E BVB Depth window Total heat gain: 23957 Btuh Number of skylights: 0 HVAC EQUIPMENT • ,0 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: SplitAC Heating cfm: 875 Furnace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 800 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE92 SEER 16.0+ Fan's rated external static pressure for Heating output capacity: 48000 Btuh Total cooling capacity: 0 Btuh design airflow Heat pumps-capacity at wmterdesign outdoor conditions Sensible cooling capacity: 0 Btuh Aux heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN, .• Design airflow: 875 cfm Longest supply duct: 478 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 201 ft 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-(TELx 100) declare the load calculation,equipment,equipment s- - • • duct design were rigorouslyperformed based on - building plan listed above. I understand the claims made on -se forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County, • •. orAuthority having jurisdiction *Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrigFt{tsotft® Ri 9 hl-Suite®Universal 2018 18.0.32 RSU20066 Load ShortFJob: -�- wrightsoft� orm Date: Oct.21,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project Information For: Unit 95-36 Harvest Pointe Lane, Cutchogue, NY 11935 Design Information Htg CIg 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 CIg load Htg AVF CIg 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. wrilghtsoft" 2022-Od-21 16:43:43 r~ 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 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. wrilghtsoftm 2022-Oct-21 16:43:43 ^^�.A ewia•re.�a..iu,�.,,-- Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 Ara...Model Al MAN JSD1Rimor Model At MAN JSD JA.rup Calc=MJ8 Front Door faces: W .{ - Project Summar Job: wri htsoft Y Date: Oct.21,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project Ifformation For: Unit 95-36 Harvest Pointe Lane, Cutchogue, NY 11935 Notes: Design Information 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 of 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(ft') 3788 3788 Equipment latent load 3500 Btuh Volume(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. -pkwrightsOR^ 2022-Oct-21 16:43:43 �C .w�,• ,-,.......�,. Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 JIM...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W N Second Floor BJ38' fm 129 cfm 0 cfm Riser Ret Riser 28 cfm10 6x16 11 k. 2 Stair Up Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave Right-Suite®Universal 2018 Unit 95-36 Harvest Pointe Lane, Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2022-Oct-21 16:43:59 SD\Rimor Model Al MAN JSD JA.rup i N Main Floor Broan Exhaust Fan Model L150 68CFM Energy Star ✓ c m Continuous Use1 Timer Breakfast Area 01 cfm Ik51 dm �82 cfm Ik82 fm Master Bath Master Bed L99 cfm �. cfm l0chen Living Room Hall SdBaer WIC 1 �1scf undry m WIC 2 L12 gAth 1 07 cfm Stair Foyer Bed 2 Garage 9191 cfm 8'91, ,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 95-36 Harvest Pointe Lane, Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2022-Oct-21 16:43:59 SD\Rimor Model Al MAN JSD JA.rup y N Basement Make up air 68 \rGnn i Skuttle Model 2161 262 dm 6" 9" 6" 14" 6" 8" 8" — _ — 10"— 10. 9„36x1 6' 5” 10, 4" 4 4 26" Base ent g tet Riser Riser 10" 4x16 10" 9,. Is r 87 cfm 87 cfm 87 afm .lob#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave Right-Suite®Universal 2018 Unit 95-36 Harvest Pointe Lane, Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2022-Oct-21 16*43,59 ...SD\Rimor Model Al MAN JSD JA.rup Job: - wrightsoft® Duct System Summary Date: Oct.21,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Projecta • For: Unit 95-36 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 • 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 Basement-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 st5 Bold/italic values have been manually overridden wrightsoft'° 2022-Oct-21 16:43:43 ti .w,..•a.,..w.�..��,.., Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 /Zi&...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Supply Detail Table V 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 i -WPIgf1't50ft'° 2022-Oct-21 16:43:43 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 ...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W — SCOTT A. RUSSELL MICHAEL M. COLLINS,P.E. SUPERVISOR ® •-�: ;� TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 -. S Fax. (631)-765_9015 Cn_I. S a,To%y .sou`THOLi1 MY'-L!S 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; MictaelM:: olliris, P:E.. "Town.Engineer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: A AILING ADDRESS: Town Hall Annex ®f so j, P.O.Box 1179 54375 State Route 25 ®�� /y®l Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold NY Telephone: 631765-1938 www.southoldtownny.gov �ycouffm 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 75'Schoolhouse 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 riot condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. R s eciJ. i 6 '.. Donald enski Chairman. : .. cc: Michael Verity; Chief Building Inspector Michael Collins, Town Engineer 1 1 1 • • • A I FOUNDATION(E§T) e A • e e l�I[tel�L�10'" .���': • . . �, �► . -. JTZ" .� 1� ,� , 1 i MPO • Io ® • A � i 1 ���I_� � I_I! I _ a� ial 0 /✓ y:'S.•axr� TOWN OF SOUTHOLD—BUILDING DEPARTMENT 4 a T Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 o •► � Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov rn � PE � RMIT NO. Building Inspector: D For Office Use Only C Applications and forms must be filled out in their entirety.Incomplete applications AUG 1 3 •2021 will not be accepted. Where the Applicant is not the owner,an Owner's .Authorization form(Page 2)shall be completed. BuiLDINIG DEFT. TOWN OF OIT'i'I A OBD APPLICATION-FOR BUIL®ING PERMIT Date: 8 OWNER(S) OF PROPERTY: 06 D IO Q , 39 . Name: Rimor Development Tax Map#:SCTM#1000- 102.01 - 02- 3 Physical Address: 3k4 ��� } 1 - k Ctgs Q 63 Phone#: 631 678-2667 Email: teamalia6g@_gmaii.com Mailing Address-, CONTACT PERSON: Name:Henry Alia Mailing Address: 13013=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 Email: teamalia65@gmail.com Phone#: 631-678-2667 DESCRIPTION OF PROPOSED CONSTRUCTION 2New Structure ❑Addition [--]Alteration ❑Repair F-1 Demolition Estimated Cost of Project: ❑Other $300,000.00 Will the lot be re-graded? { Yes 0N 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. on file with bum1ding department 9 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorI spectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant Se on 45 of the New York State Penal Law. Application Submitted By(printame : henry Ali 2Authorize Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk ) 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 (," day of Aw , 20 C� Notary Public SHERRY PIRONE PROPERTY OWNER AUTHOR OFOUBLIC,STATE OF NEW YORK. (Where the applicant is not the own istration No. 01PI6388308 alified in Suffolk County Iu y Commission Expires March 04. 2023 residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name , F BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 ;�. Telephone (631) 765-1802-FAX (631) 765-9502 Temporary Certificate # /v UI e, _ 2021 .Customer Name �- ® IVT Electrician Name � AddresSPhoneM *12=Q 57 e-mail e-mail Phone License # Size ISO A Phase f Overhead _ Underground. # of Meters Remarks I #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconne_cf 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. 6 t This verificatiori;is " fd� ay s ft or:t0ho d ,aibc ve. I Authorized by 1 1 \J1 , 1 BUILDING DEPART1l ENT-Electrical Inspector TOWN OF SOUTHOLD o S 22021 Town Hall Annex - 54375 Main Road - PO Box 1179 EP Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roper.richert(cD-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: l -C L Name: License No.: pb 6r�) email: eCe �; I �. C., Address: �4 CA�' �1 Phone No.: JOE SITE INFORMATION: (All Information Required) Name: c V\a1( ) \- C -jc r I'e-- Address: W-�i ° t Cross Street: VA Phone No.: Bldg.Permit#: 4 1677 36 email: a Tan Map District: 1000 Section: ,c`� Block: �} L Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES /� Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp lnfarmati® _ (All information required) Service Size 3 Ph Size: _tS-d A # Meters T^ Old Meter# ew Servl e - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION �O 82-Request for Inspection FormAs bgN�b� /�� BUILDING DEPARTMEfl9T- Electrical inspector TOWN OF SOUTHOLD oaTown f lall�Southold, NewYork 11R97a-09®Box 1179 Telephone (631) 765-1802 - FAX (631) 760-9502 roger.richertd-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION ' REQUESTED BY: Date: Company Name: Name: License No.: Irk email: ;} 1 M. kc, '-',JQ ' z, C` ,Vln Address: JPhone No • a c) 5-3 JOR SITE INFORMATION: (All Information Required) Name: {"°+ 'T �tu �� ii Address: Iv1 i ��SnQ Cross Street: Phone No.: No.• Bldg.Permit#: Ld lob 3c® email: ' `, Tax Map District: 1000 Section: Block: , Lor: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Cirde M That Apply: Is job ready for inspection?: YES /� Rough In Final Do you need a Temp Certificate?, ( YES NO Issued On ewGl@ 'Temp Inforr amat! _ (All information required) Service Size -1 P 3 Ph Size: A # Meters aI Old Meter# lew Servi e - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead �# Underground Laterals 1 ) 2 H Frame Pole Work done on Service? Y N Additional Information: PAYiVIENT DUE WITH APPLICAIION /�0 CCL� 82-Request for Inspection Form.xls bo`b �� PERMIT # Address: Switches � II Outlets GFI's 1 Surface` Sconces (, H H's UC Lts IZ ` Fans Fridge ' HW I� Oven O��J 07t Exhaust 7 I �ll DW Mini Smokes I I Carbon Micro Generator Combo1j ` Cooktop Transfer AC I AH I Hood Service Amps Have Used ySpecial: C Comments E,49 FTB LA PROP7 OSED COIR D 14' x 20' PATIO (TYP.) PROPOSED NATURE TRAR (PERVIOUS PAVERS) PROPOSED LA COVERED PROPOSED 15' x 20' 15' x 20' PATIO (TYP.) BREEZEWAY (TYP.) 39.22' x 96 39.22' A 2 A A R7—XL — ' R7 XL �,Q, •fit'-" '�`�GQ:.s:y� ,". .;a "y�.> -- �-�' :,>.� u.;5�??r. - - s - �aF= _�.. - :+x"er;'°'*.k- ..-:fit, �� - -' n, .&:�..i��.:-.,.'t:3.'J�. •.j"ar -•s:� - - ^-,Y;-.,.04,E-• _ ..r.,..., N.;�: ,.r.3g;.-.-,Nr �•-fi����,; - :=� - --=-''w' +� '.;c;�z1,,.,�`::'-':Eti'c�'.-;-•3;,sT,h 5� •ry "l 8 "Y �'��'i' ;:�Fi�,.k.�`e %>-4�``'..':`� v`a:�,..�ivY�"` - ^.t�::�'-'� --^r_� ��e�•;•-moi-. K-I:.;.e:R:�-.: � __ � 't f.�X�`x.I�. .Z,'.�'�i...-'n.--- -_ .tyL::�•-'- -�.i.�:.tee_• u�;.ti_•ry _ - (�a.. .'.F- _-� �..: ,K•'-,a;�' _ _ �41""itR..y kEs�i,�'�'�-r.2.n.'.=k'i :_' Yz 3 = - - , HYD . i(IYR): FLUSH CURB ` { AVERS - -- WITH PAVERS - - - - - _ - 717 110 111 108 109 A A A A t� 40.22' 49.22° a PROPOSED HYDRANT, ROAD TO BE WIDENED TO 26 FT. AT HYDRANT (TYP) f �• • NATURAL BUFFtt-, r� — z LAI, C, ✓d fes( ��' C0 Ljj mer Une(s)WET 0e Ins S�llc Coun Petted By The 75®e pt. Of Fiealt1'I Sertivicss. Cell 852-5754, 48 Hours In Advance . To Schedule Inspection(s). APPROVED IN ACCORDANCE WITH BOARD OF0 co � i REVIEw DETERMINATIOFd DATED s'-8- /7 cco z z I- O SUBJECT TE><LOMANTS& RESERICTIGNs LiRERZ LU o PAGE 0 Q v J m 3O L W ® O O LL LL vJ < LL E N 'N2- ERTIFICATIG�,' P,EQLiItRgL% W — R R.A. C> RTI�ldxilGM > _ — O p TION A3r'i CCtd�T1�U^TIr�,AI — o o0 M0 AL. o � r:..S •.• � o ® SyrfzMs -_r -. LL O I— r" z U) F[ A Sull°oll;Casty partn3ent ofHealth Se 'cesPreval for Construction-OtherTls ,dingle I,axililyce No. C-!6 a®,� � � Design Flow PROJECT ®®®�6 Use(s) �2� p®� �� - ����-etrnt __Cya �� DRAWN BY: KCK These plans have been reviewed for general conl'orm�ith 8sui-'oll� County Department of Health Services standards, relati:lg to III,ter CHECKED BY: TFL supply and sewage disposal. Regardless of any omissions, DATE: inconsistencies or lack of detail, construction 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, m 8 — !7 CADD: 00026 SP — �=-- — Approval Date Reviewer SHEET NO.: Revked Plait Approved /o— s e 2vz6 Zv 2-3 OF5 S.C.D.H.S. APPROVAL 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. SECTION 1 I FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R10-17- District Section Block Lot Tax Map No.: 1000 �`' Name of Current Applicant: Rimor Development LLC Tel#: (631) 7359200 Mailing Address: PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@gmail.eom Name of Current Agent:Henry Alia Tel#: (631) 67$2667 Mailing Address. PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@gmail.com DATE OF ORIGINAL APPROVAL: 09/08/2017 "If more than 6,years old and SCDHS site inspections have not been erformed,a new a lication li,ill 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 1 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 J FOR ALL IgENEWALS AND TRANSFERS Application is hereby made to[ ]TRANSFER, RE EW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I here b!certi y th t I have examined this complete application and the statements therein are true and correct,and that all work shall be done a or ance 'th all applicable Town,County,State and Federal Laws. 'Any false statement made herein is unishable as a mise anS�,jjr urs a t to S210.45 of New York State Penal Law." Signature of Current Applicant/Agent Date �C) Print Name of Current Applicant/Agent Title H.11V,Al Agent/Project Manager DEPAR4L SE ONLY Permit is Transferre enewe Until 23 Number of Bedrooms Approved VIA Signature of Department Representative °'-" Date la —/5-—Zo WWM-104(Rev. 02/12) # 3(ya I 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, 439, I PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. a5 n 1 5• ^ IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 115, 3 9, to PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY W 8.3' PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED 4.8' J M PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF z Z II 'n/ AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ED O n I 41� 1 ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND �! Z Z LO �` THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH J U .n-- � O '-13 I ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. LU Q 1 4, COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED U) 12.7' z W SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. a. _ O of j� I NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS W I *- O D- 3 3' � w Z OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. Z0 I o 0 O v I O O J ^ n� PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE�nI ,�( (//(J' U CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, o F- v V SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS W 20.5' �i 28.5' W C / OTHER THAN VISIBLE PERMANENT STRUCTURES. O a00 S 53°05'40"W 55.97' s� COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS W RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, ! W Z Z �/ p I /�n RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED Vl. IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN U) ? W o 20.5' N 28.5' N I Off. PERMISSION OF THE SURVEYOR. U OI ' h ¢ THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL �. 13 CV b) 1.0' .d. I- 1 I j OU MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER rr^^ W co 0 PURPOSE. U) p LO CO Z M 3.4' i C 2 w 0 M X12.7' OO Lo OZ j 1.4' I— I Z EP Z O 0 LL iv 3.8' LL O 8.4' I ih fV 43.9' w S 53005'40"W 60.86' W 0 c0 CD 00 t7 co i OF NE CO S 81034'23" E 67.78' i J I (09 s�Fe Z D E C 1 3 2021 o ,Lca,°' � Q w O s ! °S� Q0502Akb J41Y:i ." �' y %> M LAND S C I 12-01-2021 FOUNDATION LOCATION 167.99' (ACTUAL) N FOUNDATION AS-CONSTRUCTED FOR UNITS 95 - 96 UNIT DESIGNATION MAP OF R=275.00' S52°55'20"W HARVEST POINTE CONDOMINIUM 2 L=77.85' �It LU FILE NO.:490 FILED September 28, 2020 SITUATED AT o TOWN OF I CUTCHOGUE S 4005238" E ) c6 C) U") TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 27.03' Cv 0 °' SOUTHOLD S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 039.000 8040.000 19.24'5'20"W N � of L . NELSON + POPE Af engineers-architects-surveyors c� ZLu 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com W LLLL SCHOOL HOUSE DRAWN BY: NP CADD No.:INDIVIDUALSURVEYS LANE 00026_I SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I DATE: 12-06-21 PROJECT NO.: 00026 1"=30tp n 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, V PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. 43.9' I IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, N �'? PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY n 1.5'3'9, sem-7'2� I PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED 8 3, PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF LU AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE J 4.8' m UJ J ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND q U - U U= }W THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH Ow N LL W 0) vi W OZ aU, co QOJ ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. J z LU aQ F O U D- O EM: COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED O Q a Z a� QQ SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. M U a Own 1.4' w� of It -_12.7, 1- iO O 2' NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS W -I STONE BASE r (7 I 0i U I OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. I- a DRIVE - Q I 3.3' _Z c W PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE z U m 0 W/8"PAVER 1.0. Q' §} °pl W Z CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, Z W m ao I BORDER O L ^ U~ Z J SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS W m S 53°05'40"W 55.97' l UJ � O OTHER THAN VISIBLE PERMANENT STRUCTURES. o Q 20.5, N 28.5' Qfw I W F d BOx W Z.Z COPYRIGHT®NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS ^ ° RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, 11 DI ELEC. GAS A/C =O g5 RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED j W V B METERS METERS A/C LU WIN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN U _ Z a PERMISSION OF THE SURVEYOR. O O 2 .5' o LU 0 Z CV d) 04 28.5' Za I a O p� STONE BASE UJ J �� N I-Q r�I—^ LO a DRIVE 1 p C7 r - U) CO CO W/81 R I I w- n W U W M O Q I 3.4' Oxw of 0 co � 12.7'0 _ I Q U m Owl COI i W LL Z rn 1.4' 14.0' H r ¢ Ow LLl F L) I a aQ Ix &5 z ZUU T = O=� a F- LU ri o o p I o U N of C/)3.8' 8.4' I 1.5' 7.2' 43.9' I LU S 53°05'40"W 60.86' ° I O N 0) MODULE LID c; Cc 00 OF U) CN S 81034'23" E 67.78' I o. p' J - O 10O 'LQ OOzc l o O. Lq c- U ct J S� •'� °`ni9 Q I o o 12-01-2021 FOUNDATION LOCATION 0i I (0 12-01-202 SURVEY FOR 167.99 (ACTUtL) c"'\Qj 01-25-2022 SANITARYASBUILT UNITS 95 - 96 UNIT DESIGNATION MAP OF 07-07-2022 DD CONTROL MODULES E�1 ' S52°55'20'W ELEC.PANELS HARVEST POINTE CONDOMftUM 2 R=275.00 �� 08-17-2022 FINAL SURVEY FILE NO,:490 FILED September 28, 2020 L=77.85' 1 W SITLIATED AT �+ o I CIJTCFI®Gl9E "0 co o TOWN OF TOWN OF SOUTHOLiD,SUFFOLK COUNTY,NEW YORK S 40052'38" E cA O Ln S.C.T.M.DISTRICT 1000,SECTION 10201,®LOCK 02.00,LOTS 039.000&040.000 27.03' 0 N co SOUTHOLD S52055'20"W Nco 19.24' "' NELSON + POPE '7 660 engineers a arc@�i�ts a surveyors Ur 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com i=1 LLJ INDIVIDUALSURVEYS LL00028_1 SCALE: _ SCHOOL HOUSE DRAWN BY: JR CADD No,:CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF 7 � U) LANE 1"=30' DATE: 08-19-2022 PROJECT NO.: 0002 66u I DI NOTES: I 0 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. C9 � CP IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, I_ PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY i. �J 1" WATER PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED tu \ SERVICE a? 43,9' PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF U D. W AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE �y w—W ":1.5' N ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE REM HIS SEAL AND -14 3.91 8.3' THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH O 4.7' UJ ALTERATION,AND A SPECIFIC DESCRIPTION CF THE ALTERATION. I uiQ W O COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED O 0] Iw i iVco LLx Z L6 =�WQ o SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. 67 C p cq LU I I r F,- } OW zQ NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS y� U co d' — U(7 OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. ,L+ LU Z CO 1.4' 0:C-> L9 .p. m U U m ; — '� O W in 4 UH< UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED a � 5 >Iwo - 1 Z•7' W I (n OF s AS TO ACCURAGV,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. fY p N 22' ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN I�iYJ 3 LLIU,I U U STONE BASE Q I � PLAN DATED 7/21/18.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED I qq�1 3 DRIVE 3.3' jv zo f3 � 00 Q. W/8"PAVER 1 0' x I j ri Z TYPICALLY IN THE SAME TRENCH,ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS CD O I BORDER L p? `�r'Oi} THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP, �- �I U I U) O ) z w� 4 I CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR FURTHER DESIGN. .9 I W U! 3 p 28.5' p~ a o U 4 ® _ _� c9 E E 20.5' N m a to u� 03 w W L,s' W G G E —"— E C'?V? PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE ®0 u� O is � j � Q w 3 G DI o GGAS METER �O I p @J CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, a� 0_ METER SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS Lu Q o Q„ I 0}; i OTHER THAN VISIBLE PERMANENT STRUCTURES. C3 LL' �7 C `� O I m O 20.5 o Q I�F W Z COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS �r ..y a 3 X N 28.5' (V W - Q RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, �L: U) Iw � I STONE BASE LU m `4(0(L W(L RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED U DRIVE 1,D' f d j v? I d IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN �•z "i c� a W/B"PAVER Q I p z CM, 4 PERMISSION OFTHE SURVEYOR. Q �Lij _ } a It I BORDER Q ILu O � „�a Iw Vr � 3.4" U~ 25 Z N ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY.NOT LOCATED,NOT !19 �� w�+ y�� d I X12.7' — I Q in >v M SHOwN ®(9 (+� \ IO 3 J LL w 4 z m Lo EL y n ALL SANITARY PIPING 4"AND 6'SDR-75,TYPICAL U LL 1" WATER 4.8' N ^ 1. Q- Z' 1` /3 \W SERVNICE VV n!1.5' 8,4' —Zm 'Y EL. �, `° 43.9' � I m a cq F Nebv tC0 O LU I CONTROL m y�a @��y pAVlp V U ¢ MODULE W w Iw N w I� DI O I.j 0 U' IwW ;c a -' o � ) 1r. - "I I ma zN tS' X0.0 0'L�3 (�J I3 o LLT h N ~� 4D [' w •��� N ' SAND Sv I I h_ &F2-01-2021 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED FOR SAitIITARYSYSTEMAS-BUILT TABLE � ` SANITARY AS-BUILT STRUCTURE NAME TIE A TIE B T` ' UNITS 95 - 96 UNIT DESIGNATION MAP OF ADD CONTROL MODULES UNITS#95-96 s &ELECT.PANELS HARVEST POINTE CONDOMINIUM 2 ST-1 36.6' 28.9' FILE NO.:480 FILED September 28,20201 ST-2 41.0' 24.6' SITUATED AT LP 74.6' 24.1' CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.C.T.M.DISTRICT 1000,SECTION 102.09,BLOCK 02.00.LOTS 039.000&040.000 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S � � � � �� ® � � � ® � UNITNo. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 1,999 S.F. 4865.F. 2,485 S.F. '� ®� er ��a am�ert�ts©say ®� 96 R10-17-0150 1,999 S.F. 486 S.F. 2,485 S.F. g� 70 Maxess Road,Melville,NY 117470 631.427.5665- nelsonpope.com DRAWN BY: NP CADD NO,:INDIVIDUALSURVEYS 00026 IS SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF 1 07-11-2022 ®®®2C 1"=30' DATE: PROJECT NO.: V PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANC AP RO ED AS NOTED SOLDER USED IN WATER DATE:- B.P.# 3 -f 14&734 SUPPL Y SYSTEM CANNOT FEE:iI - -9 Y: EXCEED 2/10 OF I% LEAD NOTIFY B. ILDING aRTME AT . 765-18021;`8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: ELECTRICAL 1 FOUNDATION - TWO REQUIRED 9NSIPECTION REQUIRED FOR POURED CONCRETE 2..ROUGH=`- ;FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONS •N MUST BE COMPLETE • �. TRUSS PLACARDING REQUIRED ALL,CONSTRUCT!;' \ 7-,ALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. DONOT'PROCEED WITH FR'AMINC UNTIL SURVEY F::FOUNDATION LOCATION COMPLY WITH ALL CODES OF 'HAS BEEN APPROVED. NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF Must provide Manuals rn�Tuni n mwN 7gp,� D,J and S as per SOUTF'JLD TOWN PLANNING BOARD NYS Energy Code -SQUT- TOWN TRUSTEES N1 Blower door OCCUPANCY OR and ductwork USE IS UNLAWFUL testing required. WITHOUT CERTIFICt All exterior lighting installed,replaced or )F OCCUPANCY repaired shall conform to Chapter 172 RETAIN STORM WATER RUNOFF of the Town Code PURSUANT TO CHAPTER 236 OF THE TOWN CODE. Fire separation :PLUMBING required as per ALL PLUMBING WASTE NYS Code rWATER LINES NEED ? I,6BEFORE COVERUNC PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: TABLE R405.1 � W Section R316 Foam Plastic Z R302.12 Draftstopping. In combustib►e 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 1 2020 RESIDENTIAL CODE OF NEW YORK STATE 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 ;�1 E feet. Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a materials. UNIFIED SOIL VOLUME � U I LD I N G CODE O F NEW YORK STATE salt CLASSIFICATION CHANGE 2020 EXISTING B 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 DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL ❑ following circumstances: CHARACTERISTICS POTENTIAL 0 a1 2020 FIRE CODE OF NEW YORK STATE the job site shall bear the label of an approved agency showing the manufacturers name, the product listing, product identification SYMBOL EXPANSION O �� � 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 IGRA LS, GRAVEL SAND MIXTURES, (.� is 2020 MECHANICAL CODE OF NEW YORK STATE R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam lastic shall be se arated from GooD Low Low ❑ � 1 0- R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural P P GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, Z �•/ :i= GOOD LOW LOW ^ , � U 2020 PLUMBING C 0 D E 0 F NEW YORK STATE panels. the interior of a building by an approved thermal barrier of not less than X inch gypsum wallboard. LITTLE OR NO FINES O C/ L_ R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, GooD Low Low F- .�,J in 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 LITTLE OR NO FINES _ R302.13 Fire 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. sP POORLY GRADED SANDS, OR GRAVELLY SANDS, U V > rovided with a 1 2 inch sum wallboard membrane, 5 8 inch wood structural anel membrane, or a uivalent on the 2. The s ace is entered onl for ur oses of re airs or maintenance. LITTLE OR NO FINES GOOD LOW LOW ❑ •r-N 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE- P / gyp / P q � O N underside of the floor framing member. 3. The f am plastic insulati n hasp been tested in accordance with Section R316.6 or the foam plastic insulation is protected GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES OOD MEDIUM Low RESIDENTIAL PROVISIONS Exceptions: against ignition using 3/8 inch gypsum board. SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW 0 = N a"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 CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW Z L_ C'� 6 rn SECTION R101 perimeter joist space without the thermal barrier specified in Section R316.4 subject to all of the following: sc CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW Q W @ M GENERAL Section R303 1. The thickness of the foam plastic shall be not more than 3Y inch. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, = LO w to 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 ❑ � 1 M - The rovisions of the 2020 Residential Code of NYS for One and Two Family Dwellings shall apply to the construction, alteration, R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less GROUP 2 SLIGHT PLASTICITY �J M R101.2 P 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 PLASTICITY, two family dwellings and townhouses 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. CLAYS To Low - ed Products A ainst Deca a 1. The glazed areas need not be operable where the opening is not required by Section R310 and awhole-house Section R317 Protection of Wood and Wood Bas g y R202 Definitions: mechanical ventilation system is installed in accordance with Section M1507. R317 All sills and plates on exterior foundation wall to be pressure preservatively treated in accordance with AWPA U1. R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the rial 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 air space all sides or ends foundation at all points a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. r Continuous Insulation: Insulating mate 9 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 capable of producing an average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 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 fill 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 Re ion: 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. ection 4 Foundation Drainage he ultimate desi n wi d s eed (Vult) 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 foundations that retain earth and ZO t 9 P v rovisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the accordance with AWPA M4. enclose a i able or usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or R301.1.1 Alternate e p U limitations ll this code an d 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. � "n hei hts 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 gravel � 1. AWC Wood Frame Construction Manual (WFCM). (2015 EDITION) R305.1 Minimum height. Minimum ceiling heights of 7'-0" in habitable rooms. Minimum cell) g g R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section rooms & laundry rooms. 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. co R301 or otherwise not conforming to this code, these elements shall be designed in accordance with accepted engineering practice. Exceptions: Z r to com liance of nonconventional elements with other applicable provisions and shall R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible Section R406 Foundation Waterproofing and Dampproofing The extent of such design need only demonst a p 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 O ormance of the conventional framed system. Engineered design in accordance with the and placed in a position that is visible from the street or road fronting the property. Address identification characters shall R406.1 Concrete and masonry foundation dompproofing. Except where required to be waterproofed, 'foundation walls that retain U B compatible with the pert of not less than 30 inches by 30 inches at the showerhead. ' sand structures and arts thereof, included in the scope of this code. contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled earth and enclose interior spaces and floors below grade shall be dampproofed from the higlher of (a) the top of the � Building Code it permitted for building P 3. Beams, irders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within f shall be constructed in accordance with the wind provisions of this code using 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 footing or (b) 6 inches below the top of the basement floor to the finished grade using a bituminous coatin O R301.2.1 Wind design criteria. Buildings and portions thereo 6 feet 4 inches of the finished floor. g the ultimate desi n wind speed in Table R301.2(2) as determined from Figure R301.2(5)B. the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. W g R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be s ecific ted to meet the re uirements of the large missile P Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole R406.3.3 Porous Fill. The s ace between the excavation and the foundation wall shall be backfilled with orous fill u to a hei ht of ~ R301.2.1.2 Protection of openings: Window glazing in windborne debris regions shall be protec q ndards or hazardous locations for the purposes of glazing. or other sign or means shall be used to identify the structure. Address identification shall be maintained. _ P P P 9 O m test of ASTM E1996 & ASTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting sta one half of the backfilll heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water Z 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 / hazardous location where the bottom ex osed ed a of the lazin is less than 60 inches above the floor. seepage while avoiding infiltration of fine soils. The remainder of excavated area shall be backfilled with the same type of ❑ C) P 9 9 9 Section R321 Elevators and Platform Lifts Exception: Wood structural panels with a thickness of not less than 7/16" and span not more than 8'-0 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 r T , 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 644. 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 W inches of the hinge side of an in-swinging door. Re 321.2 Platform Lifts. Where rovided, latform lifts shall com I 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 P P PY 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. a hazardous location. Section R322 Flood Resistant Construction R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". �j GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean 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 '( FLOOD Zones, as established in Table R301.2(1), and substantial improvement and repair of substantial damage of buildings and SNOW p D To o ra hical S ecial Wind DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual Exceptions: "_ bove landin R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. F� S EE p g p p TERMITE DECAY HAZARDS g LOAD h Effects i d bourne CATEGORY WEATHEIRING DEPTH TEMP REQUIRED Index Temp 1. Glazing adjacent to walking surface and rail is installed 34 38" a structures in floor hazard areas, shall be desi ned and constructed in accordance with the rovisions contained in this section. (mp ) W n g P Subflooring shall be wood structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. 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 O 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 els not located under wall to allow for piping or vents. ^ '�' Section R310 Emergency Escape and Rescue Openings and constructed in accordance with ASCE 24. F-- F"i'i �.T..� B EVERE MODERATE SLIGHT TO 10 INGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST R502.6 The ends of each olst, beam or irder shall have not less than 1 1 2 inches of bearin on wood or metal and not less 20 14o NO ( ) S 36" Yes X t5O0 UNFINISHED BASEMENTS IN A S R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any g g W TO HEAVY MODERATE Degrees 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 N4" ribbon R310.1 Emer enc esca a 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. H 9 Y P R502.7 Lateral restraint at su orts. Joists shall be su orted laterall at ends b full de th solid blockin orb attachment to C0 R301.2.1.4 Exposure category. rescue o enin R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air PP PP Y Y P 9 Y m � /� 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the P 9• g. P 9 pp P 9 Y q P band or rim oist. V J er ex osure. . .1 Minimum o enin area. Emer enc and escape rescue openings shall hove a net clear opening of not less than 5.7 square conditionin lumbin a liances and lumbin fixtures; duct s stems; and other service a ui ment shall be located at or above j size of single family dwellings_or larger. Exposure B shall be assumed unless the site meets the definition of anoth p R310 2 P 9 9 Y I ss than 24 inches and the net clear width shall be not less than 20 the elevation required in Section R322.2 or R322.3. 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 having a height less than 30 feet extending more than 1500 feet. feet. The net clear height opening shall be not a lue-laminated members, cross-laminated timber members or I-oists are rohibited exce t where ermitted b the ^ O inches. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and 9 J P P P Y Exposure D extends downwind 600 feet from the partially obstructed area. Includes flat open country and grassland. s the emer enc esca a and rescue o enin , 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. eas ex osed to wind flowin over o en water for a distance of not less tan 5000 feet. R310.2.2 Window sill height. Where a window is provided a g y p P 9 R322.3 rovided that the are desi ned and installed to revent water from entering or accumulating within the components and R502.11.1 Wood Truss Desi n. Wood trusses shall be desi ned in accordance with a roved en ineerin ractice & be re ared b a 3. Exposure D. Flat, unobstructed ar p 9 P not more than 44 inches above the floor, where the sill height is below grade, it shall be provided with a window well in P Y 9 P 9 9 PP 9 g P P P Y 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 the project is to be 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. r ) R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the elevation rovided that the conform to the rovisions of the electrical art of this code for wet locations. v II unsu orted bearin wall stud hei ht 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 P Y P P latera y pp g 9 fully opened. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to ( ) � exceed these limits as permitted by Chapter 6 provisions, provided that story heights are not exceeded. An engineered design minimize or eliminate infiltration of flood waters into the system in accordance with the plumbing provisions of this code. Section enc Concrete Floors On Ground H limits R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed e limits of Cha ter 6 are exceeded. Where the story height R506.1 Concrete slab on grades to be min 3-1/2 inches thick. shall be rovided for the wall or wall framing members where th P he window in the full o en osition. Ladders or runs 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 P f to resist wind loads shall be in ladder or steps usable with t y p P 9 R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed E-- of this section are exceeded, the design of the building, or the noncompliant portions thereo , than 12 inches, shall project not less than 3 inches from the wall and shall be spaced not more than 18 inches on center coverings below the elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the 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. � vertically for the full height of the window well. P r ) 0.2.3.2 Draina e. Window wells shall be designed for proper drainage by connecting 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: Abase course is not required where the concrete slab a installed rd well with a or sand-gravel mixture soils Z v R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, R31 9 classified as Group I according to the United Soil Classification System in accordance with able R405.1. W required by Section R405.1 or by an approved alternative method. design flood elevation shall: R506.2.3 Va or retarder. P 6 mil 0.006 inch of eth lene ora roved va or retarder with oints la ed not less than 6 inches Item 1 or 2. The common wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts P ( ) P Y Y PP P 1 PP o nd 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. � h I be rated for fire ex osure from both sides and shall extend t a shall be placed between the concrete floor slab and the base course or the prepared subgrade where no base course Z) ti vents n the cavity of the common wall. The wall s a I P mixture soils in accordance with the United Soil Classification S stem, Grou I soils, as detailed in Table R405.1. ti ht a ainst exterior walls and the underside of the roof sheathing. Electrical Installations shall be in accordance with Chapters Y P 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: 9 g 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. ❑ mon wall shall be not less than a 1-hour ess than 36 inches in clear width at all oints above the ermitted 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 } 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the com R311.7.1 Width. Stairways shall be not I P P ne enclosed R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through fire-resistance-rated wall assembl 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 o y area below the desi n flood elevation, each area shall have o enin s R602.3(4). Wall sheathing shall be fastened directly to framing members and shall confirm 'to the requirements of Table 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 9 P g • R602.3(3). 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 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 the requirements of this section. TABLE R602.3(t) FASTENING SCHEDULE 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 high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. I CRIPTION A T G 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. F S ENIN (a,b,c,d) lYPE 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of FIRE-RESISTANCE RA-ED 1 HOUR 0 feet R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 X inches shall be provided on stairways with solid the lowest horizontal structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL ti ,� WALLS NOT FIRE-RESISTANC= RATED o HouRs 25 feet risers. 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 w PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE Z2 feet to <5 feet R311.7.8 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 322.3.3 Foundations. Buildings and structures erected in THREE 8D COMMON. TOE NAIL I- c+i o ri 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 ¢ N ry r; N o0 EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS lowest tread. OVER PARTITIONS o N M ao cv MINIMUM MINIMUM FIRE Exceptions: Section R325 Mezzanines 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL EXTERIOR 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 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 THREE 10D EACH FACE NAIL FIRE-RESISTANCE RATED 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL WALLS inches and the wa►kline 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 NOT FIRE-RESISTANCIE RATED o HouRs 3 feet 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. the walkline. All treads shall be identical, and the rise shall not be more than 9� 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 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 underside of the roof sheathin , 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 TWO 16D COMMON. END NAIL 9 ( ) 16D COMMON AT 24"O.C. FACE NAIL includin 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 g, STUD TO STUD AT BRACED WALL PANEL 0 9 z z z z z z 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. ) 16D COMMON AT 16"O.C. FACE NAIL 1. The ara et 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 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL O O O O o 0 P P 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL � W w w W Exce tion: A ara et 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 P P P " e z nine area. as tested in accordance with ASTM E 108 or UIL 790 and the roof decking or sheathing is of noncombustible materials or approved R 312.1 Guardrails: Porches, balconies, and stair landings 30 above floor or grade to be installed with 36" high railings, balusters not floor area of the enclosed space is not greater than 10 percent of the m z a 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0/C FACE NAIL i e hrou hout with an automatic s rinkler s stem 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 equ pp d t g p y in accordance with Section R313, a mezzanine shall not be re uired to be o en to the room in which the mezzanine is located. 13. DOUBLE TOP PLATES SPLICE ON EA COMMON FACE NAIL C) board is installed directly beneath the roof declking 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 q P ON EACH SIDE OF END JOINT (24'I�IN UIP SPICE N 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 complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, LENGTH EACH SIDE OF END JOINT) o any openings or penetrations in the roof are not within 4 feet of the common walls. building, the operable window shall comply with one of the following: clayey sand, silty gravel or clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings " N 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 opening that will not allow a 4 inch diameter sphere to pass through the opening where the 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) 16D AT 16 O.C. FACE NAIL more than 30 inches above the lower roof. The common wall construction from the lower roof to the underside of the higher roof opening is in its largest opened position. deck shall have not less than a 1-hour fire-resistance rating. The wall shall be rated for exposure from both sides. TABLE R4102.2 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 R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. 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 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 16. TOP OR BOTTOM PLATE TO STUD TWO 1BD COMMON. END NAIL 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment FOUR 8D COMMON. TOE NAIL Z �T � Exceptions: R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL 44 1. Foundations supporting 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 5. Townhouses se arated b a common wall as rovided 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 1 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 P Y P R302.3 Two-famil dwellin s. Dwelling units in two-farnily 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 y 9 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON � 6"0/C TOE NAIL �" O r not less than a 1-hour fire-resistance rating wvhere 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. 27. BUILT UP GIRDERS AND BEAMS (2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER W o lies shall extend to and be ti ht a ainst the exterior wall, and wall s haven a hei ht of three stories above rade lane shall be R 403.1.E Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored W w Building Code. Fire-resistance-rated floor/ceiling and wall assemb 9 9 R313.1 Townhouse automatic fire sprinkler systems. Townhouse g g 9 P assemblies shall extend from the foundation to the underside of the roof sheathing. a ui ment throw hout with an automatic s rinkler s stem. with 32 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 160 COMMON AT EACH JOIST OR RAFTER. FACE NAIL v w 4 P 9 P Y 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 edges and W _ Exceptions: R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in " ❑ 1.A fire-resistance rating of 1h 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 NFPA 13. each plate section. Plates shall be protected against decay and termites. ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior v � R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above 8D COMMON (SUBFLOOR) supports (see note f) Z R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting grade shall be equipped throughout with an automatic sprinkler system. O o er ire-resistance ratin Ilation. Automatic residential fire s rinkler s stems shall be designed and installed in accordance with Section TABLE R404.1.2(1) a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing W o construction of such assemblies shall have an equal or great f g R313.2.1 Design and insta P Y 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), ❑ W = 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. self-closing device. Doors from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing 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 MAXIMUM UNSUPPORTED 1�--i w 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 ❑ 1� 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 (FEET) w Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end Cn 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 � `" 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 N0. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY W 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 open wood joist construction. >8 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus � m shall not apply to garage walls that are perpendicular to the adjacent dwelling unit Wall. AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY roof/ceiling assembly. 2x6 wall studs at 16 inches on center with a maximum height of 10 feet 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 Section R314 Smoke Alarms of two floor plus roof/ceiling assembly. Exceptions: Where designed by in accordance with accepted engineering practice or Z R314.1 General. Smoke alarms shall com I 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 areas. Garage ceiling: 5/8 type X gypsum boa�d P y o o � 9 Flame S read & Smoke Densit Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than Listin s. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall 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 ( R302. p Y R314.1.1 g 200. R30.9.2: Wall & Ceiling finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM be listed in accordance with UL 2034. center and 20 feet where spaced at 12 inches on center. � MINIMUM VERTICAL REINFORCEMENT BAR R602.3.2 Top plate. Wood Stud walls Shall be capped With a double top plate installed to provide overlapping at corners and W E84 or UL 723. SIZE AND SPACING (INCHES) R314.3 Location. Smoke alarms shall be installed in the following locations. intersections with bearing partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates ❑ RED AR R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: 1. In each slee in room. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF .0 1. In concealed spaces of stud walls and partiTions, including furred spaces and parallel rows of studs or staggered studs, as p g need not occur over studs. Plates shall be not less than 2 inches nominal thickness and have a width not less than the U �g BERT O hid 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH width of the studs. F- : H� F follows: ( �) (FE?) Do not backf 11 with any soil containing silt or clay. (v C) 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that R602.6 Drillin and notchin of dimensional lumber to conform to sections R602.6, R602.6.1, and fi ure R602.6 1 Notchin & Q ,n , WALL THICKNESS (INCHES) 9 9 g ( ) 9 1.1 Vertically at the ceiling and floor levels. 2 � < contains a bathtub or shower. 8 10 12 bored hole limitations for exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior W * ." u 1.2 Horizontally at intervals not exceeding 10 feet. R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. placement of a smoke alarm in a location required by Section R314.3. 8 7 NR NR NR non bearin walls & fi ure R602.6.1 to late framin to accommodate i in 16 a e 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 g 9 P P g P P g g 9 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed s a 5 ® 4t NR NR fastened across and to the plate at each side of the notch with 8-10d nails each side. Follow manufacturers () specifications for engineered products. (figure R602.6.1) C0 Nj, Section R302.7. 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free cooking appliance. to s s ® a1 5 ® 22 NR Q" ustion. The material filen this annular s ace shall not be re wired to meet the ASTM E 136 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally ❑ '9 238�o y0 passage of flame and products of comb g P q from a permanently installed cooking appliance. NR denotes no reinforcing required. F NES requirements. 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 1Ya" 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. JO NUMBER 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 followin materials. in accordance with Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm O O 9 will activate all of the alarms in the individual dwelling unit. T T 1. Two-inch nominal lumber. U NITS g 5 M DEL Al _ 2. Two thicknesses of 1" nominal lumber with broken lap joints. Section R315 Carbon Monoxide Alarms "- W 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. � SHEET NUMBER R315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fire Code of NYS. �� 1 , ith 'oints backed b 3 4 inch articleboard. I ��� 4. One thickness of 3/4 inch particleboard w � y / p T � �:�&� z 5. One half inch gypsum board. 9 6 M®DEL A 1 6. One quarter inch cement based millboard. � O 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely Q(J(1 1 3 221 W retained in place. COPYRIGHT GRCH ARCHITECTURE P.C. 20117;', pCC?'RIGHT5MSERVED ._C 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 W 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 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 Z) � B SPACING (mph) 8 MINIMUM MINIMUM MAXIMUM WALL than 6 inches (153 mm) below grade. 2. A flashing of an approved elastomeric material. REFLECTIVE RED 6" DIA. U 4� U � 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 SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) EDGES FIELD CATEGORY a wall in the where the furnace is located, a utility room or an approved location inside the building. from the tank will cause damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) X187 16 Z o- s (INCHES) PANEL SPAN (INCHES) (INCHES O.C.) (INCHES O.C.) TABLE N1102.1.2 (R402.1.2) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. ^ 1 L RATING W B C D Insulation and fenestration Requirements by Component 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. 3. Other approved materials. 0 �4 +b m " B M 1.75 24/16 7/16 16 6 12 170 140 135 CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL A plastic an installed beneath a as-fired water heater shall be constructed of material having a flames read index of 25 or REFLECTIVE � U .`N COMMON ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE P P 9 9 P 2Z - 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. M RtMIITE � - �N}. (including stories below top story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear R-VALUE Section T101 Scope Z V � cif`n forces in accordance with accepted engineering practice. 4 EXCEPT p.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 P 1/4" z L x"U):a M MARINE T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1/2" OU Q w c M R802.11 Rafter or truss uplift force. 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 IDLE WTA110N SIGN STROKE r- 00, � For raft / P roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required R-value for such Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 ❑ U M � Span (ft) 12 18 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 IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6"IN •- Uplift Force # 117 149 182 203 226 247 281 314 without compression. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 mz) or solar DIAMETER,WITH A STROKE WIDTH OF HALL.THE SIGN BACKGROUND SNARL O REFLECTIVE WHITE IN W Soo Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. 20 percent of the total insulated ceiling area, whichever is less. photovoltaic or solar thermal system. COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING 10 PANTONEP4 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 MATCHING SYSTEM(PMS)1187. _ accordance with ASTM C 1002 and shall penetrate the 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 n 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. ExceP tion: 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 TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR R702.4.2 B a er boards. Materials used as backers for wall the 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. 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 ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY Backer - townhouses materials listed in Table R702.4.2, and installed in accordance with the manufacturer's recommendations. 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 SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL ma N1102. ( ) 9 Y 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 m2) TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR Backer Board Materials N1102.2.9 (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 (13.94m2). The solar-ready zone shall be WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX. THE z 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 m2) exclusive of access or set SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE NG PANEL ASTM C 1178 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 O GLASS MAT GYPSUM BACK( F_ FIBER REINFORCED GYPSUM PANELS ASTM C 1278 N1102.4.2 (R402.4.2) Fireplaces. New wood-burning 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: U 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 OR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE � NONASBESTOS FIBER MAT REINFORCED BOARD 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. Of TABLE R703.8.1 construction documents. NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. F- TABLE N1102.4.1.1 (R402.4.1.1) T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole Z Allowable Spans for steel lintels supporting masonry veneer Air Barrier and Insulation Installation circuit breaker for future solar electric installation and shall be labeled 'For Future Solar Electric". The reserved space shall be 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: 0 SIZE OF STEEL ANGLE Na STORY ONE STORY - sroRlEs positioned at the opposite (load) end from the input feeder location or main circuit location. D (EQUATION 16-8) o,c (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. D + L (EQUATION 16-9) Of L3x3x1/4 6'-0' 4'-6" 3'-0" THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 3901.7 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) Ln BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. LL L4x3x1/4 B'-o" 5'-0" 4'-s' At least one installed at the front and back of dwelling units. D + .6W (EQUATION 16-12) CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) 0 C'1r'' L50.54/16 10'-o" 6'-0" 6'-0" 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 9 9 D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE z L6x3.50/4 14'-0" i9'-6" 1 7-o" 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 ❑ a. Long leg of the angle shall be placed in a vertical position. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. CATEGORY B. 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: Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BLIYVEEN 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 R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Sect DOORS SEALED. THE FOLLOWING LIVE LOADS: ALLOWABLE ASCE7-10 TCDL = 15 PSF, BCLL=IOPSF, 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: RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF: STRUCTURAL MEMBER DEFLECTION ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. 1. Minimum of 4 inches (102 mm) above the earth GROUND SNOW LOAD 20PSF FROM FIGURE R301.2(6) �4 >_0 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 MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". GARAGE AND CANTILEVERED (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS Rafters having slopes greater than L/180 F'� plastic with a minimum vertical attachment flange of 3 inches (89 mm) shall be installed to extend a minimum of 1 inch (25 FLOORS) 3:12 with no finished ceilingattached TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN mm) below the foundation plate line on exterior stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED PER LINER =00T DEAD LOAD FOR ROOF FRAMING) O R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting SPACE SHALL BE SEALED. to rafters 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. � (' T 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 WQIIS and partitions H/180 2. LOCATION OF ALL JOINTS. ll- �""1 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/O STORAGE: 10 PSF Floors and ceilings w brittle finish L/360 3. REQUIRED BEARING WIDTHS. 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 g / / 4.1. TOP CHORD LIVE LOAD . SNOW LOAD. 0 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. SHOWER/ TUB 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 4.2. TOP CHORD DEAD LOAD. veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in EXTERIOR WALL FROM THE SHOWERS AND TUBS. 4.3. BOTTOM CHORD LIVE LOAD. m V R703.8.4 Anchorage: Masonry pP 9 Exterior walls with plaster or stucco finish L/180 4.4. BOTTOM CHORD DEAD LOAD. \�.�.// ` 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 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ❑ w outside face. minimum tie size= 22 US gage. Minimum tie fastener 8d common nail. Airspace= Nominal 1" between sheathing & ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls With brittle finishes L/180 4.6. CONTROLLING WIND LOADS. O veneer. EAch 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. > ` horizontallyand 24 inches on center vertically. N1102.4.5 R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage from seismic provisions of code per Exterior walls with flexible finishes L/180 6. EACH REACTION FORCE AND DIRECTION. r ( 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION 'OF EACH JOINT CONNECTOR shall be located beneath the first course of mason 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 havingan air leakage rate R301.2.2) R703.8.5 Flashing masonry 9 P PP EALintels supporting masonry veneer L/600 EXCEPT WHERE SYMMETRICALLYP4 r , 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 at a 1.57 psf (75Pa) pressure differential. All PRESUMPTIVE LOAD-BRING VALUE OF SOIL: 2,000PSF Per TABLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. v N 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 In;ludes soil classes: GW, GP, SW, SP, SM, SC, 8. LUMBER SIZE, SPECIES A D GRADE FOR EACH MEMBER. (n 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. H 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 clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN 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) THE TRUSS MEMBERS. Q and walls closer than 10 feet (3048 mm) to a building on another lot. Section N1103 (R403) l­_B of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. WOOD FLOOR TRUSS SPECIFICATIONS: �_ U Exception: Walls perpendicular to the line used to determine the fire separation distance. Systems R801.3 Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. ABBREVIATIONS IATIONS WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS (DESIGN PER SECTION 1605.3 OF to the ground surface not less than 5 feet from foundation THE BUILDING CODE. W from roofs that will collect and discharge roof drainage 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 LT• WT. LIGHTWEIGHT RNG RANGE 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Z) water disposal 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 D (EQUATION 16-8) different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain ADJ. ADJACENT/ADJUSTABLE LVR. LOWER O R• RISER D + L (EQUATION 16-9) U R802.1.5.4 Labeling each piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. R802.4.2 Framing details. Rafters shall be framed not more than 1 1/i inches (38 mm) offset from each other to ridge board or directly zone temperatures down to 55'17 (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 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 78'17 (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 ANCH. ANCHOR ELEC. ELECTRICAL MAS. MASONRY S.C. SAWCUT D = DEAD LOAD, L = LIVE LOAD, thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported at N1103.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe < ANGLE ELEV. ELEVATION SCHEM. SCHEMATIC (51 mm) nominal t p MAT. MATERIAL the ridge b a brace to a bearin 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. EQ. EQUAL MAX. MAXIMUM SHLF SHELF FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 9 Y g p ARCH. ARCHITECTURAL TCLL 40 PSE, TCDL 10 PSE, AND BCDL 5 PSF itch 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 MEC MEDIUM DENSITY OVERLAY SHT. SHEET P 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 MIN. 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". joists, such as ridge beams, hips and valleys, shall be designed as beams. ( ) ( p' ). pp y 9 j p g y PP Y 9 (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 EXT. EXTERIOR STAINLESS STEEL Where ceiling joists or rafter ties are not provided, the ridge formed b these rafters shall be supported b a wall or girder BD. BOARD MIN. MINIMUM S.S. STL EE. EACH END STEEL TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN 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 . M.O. TRUCT. STRUCTURAL R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated where less than 3 inches (76.2 mm) in diameter. BM BEAM .O. MASONRY OPENING DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: members, cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturer's Exception: Ducts or portions thereof located completely inside the building thermal envelope. / FLOOR COVERING CHANGE MIL• METAL 1. DEPTH, SPAN, AND SPACING. BTM BOTTOM F C SUSP. SUSPENSION recommendations or where the effects of such alterations are specifically considered. BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SQ. SLIDING GLASS DOOR 2. LOCATION B ALL JOINTS. 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 3. REQUIRED BEARING WIDTHS. ui N °O M1601.4.1. BRG. EDN. FOUNDATION (NTS) NOT TO SCALE SQUARE 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 Exceptions: BRK BRICK FPR. FLOOR TB TOWEL BAR 4.2. TOP CHORD DEAD LOAD. o N M N the rafter or ceiling joists at intervals not exceeding 8 feet. BSMT BASEMENT FP FIREPLACE T & G TONGUE AND GROVE 4.3. BOTTOM CHORD LIVE LOAD. " - noted on Ian. 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. CENTER LINE O.C. ON CENTER 4.4. BOTTOM CHORD DEAD LOAD. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0 and doubled over 4' O" unless otherwise n p CL F.R. FIRE RATED TGS TOP OF GRADE SLAB " 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 FIRM FRAME OPER. OPERATOR TFW TOP OF FOUNDATION WALL 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. Connect with tecos for header joist spans of 6'-0 and greater. not be required for continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and C.J. ',ONTROL JOINT OPNG. OPENING TYPICAL 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, and insulation shall not block the free button-lock types. FT FOOT / FEET TYP 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 COL ,^,OLUMN OPT. OPTIONAL 6. EACH REACTION FORCE AND DIRECTION. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. CONC. CONCRETE FTG FOOTING O.S.B. ORIENTED STRAND BOARD T TREAD 7, JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR the vent. GAUGE TR TOWEL ROD EXCEPT WHERE SYMMETRICALLY N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C)) COND. ',ONDITION GA OZ. OUNCE TRPL TRIPLE or below 55'17 13'C shall be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (MandatoryCONT. CONTINUOUS GALV. GALVANIZED 1 R ONE ROD LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Section R807 Attic Access ( ) G.C. GENERAL CONTRACTOR / 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. 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. 1/S ONE SHELF U.N.O. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a GENERAL PC POURED CONCRETE vertical height of 30 inches 762 mm or greater over an area of not less than 30 square feet 2.8mz . The vertical height shall with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation C.O. COUNTERSUNK 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. 9 ( ) 9 q ( ) g C.O. CASED OPENING GYP. GYPSUM VERT. 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. methodologies. PBD. PARTICLE BOARD N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 CANT. CANTILEVER G.L.GLGLUE LAM V.I.F. VERIFY IN FIELD 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. PL. PLATE � � � � � � HGT. W WASHER W w w w w w The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a C.T. CERAMIC TILE HEIGHT 9 International Mechanical Code (as amended), the 2015 International Residential Code (as amended), or the New York City HDWR. HARDWARE PNL. PANEL W WITH * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF AFLOOR-CEILING o: o: w o: o: W hallwayor other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 CLG. CEILING / Y Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have HORZ. HORIZONTAL, 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 PF. PREFABRICATED WD. DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING m 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 HR.WD. HARDWOOD WELDED WIRE FABRIC W.W.F. MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: o HR. HOUR PR. PAIR WO OR W/0 WALKOUT FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. `Q' members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. D DRYER PROJ. PROJECT PROJECTED Lo Section N1104 (R404) Electrical Power and Lighting Systems HDR. HEADER / WINDOW o PENNY PSI POUNDS PER SQ. IN. WNDW MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL (PANELS. Section R902 Fire Classification N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 90 percent of the permanently installed lighting fixtures shall contain only HB HOSE BIB "' DBL. DOUBLE PSF POUNDS PER SQ.FT. TYPICAL ROOF & FLOOR TRUSS NOTES: high-efficacy lams I.D. INSIDE DIAMETER 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 9 Y P DIA. DIAMETER INGR. IN GROUND P.T. PRESSURE TREATED roofing shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 DIR. DIRECTION INSUL. INSULATION QUAD. QUADRUPLE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF 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 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 Z W installed on or above the roof covering replacement without removing permanent construction, other appliances, or an other piping or ducts not connected to the I.S. INSIDE CORNER REF. REFER TO REFERENCE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. R 902.4 Rooftop mounted photovoltaic panel system. Rooftop mounted photovoltaic panel system 9 P 9 P PP Y P P 9 DW 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, 6 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 � U 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 0- 0 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 OJ O m R 903.2.1 Exposed wall flashing required to have akick-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 o P 9 q 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 (BCS() GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLINIG & BRACING OF METAL PLATE > Y 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 w w 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 i� ~ tees 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 SYMBOLS REGISTERED DESIGN PROFESSIONAL. z v temperatures of 40 deg g p q P c GRAPHIC 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 THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS 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 INSTILLA110N OF THE TRUSSES. w 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. � STRUCTURAL CALC. REFERENCE WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: W W 9 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. ❑ a underla menta application is 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 q SHT J II b galvanized steel stainless steel aluminum or copper roofing nails, minimum 12 is located less than 1 1/Z inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be " FLOOR FINISH CHANGE - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict W = Cn R 905.2.5 Fasteners. Fasteners for asphalt shingles shall e g PP 9 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 gage � ( )) / compliance with manufacturer's specifications and or recommendations. tii �• � � roofing materials and not less than % inch 19.1 mm into the roof sheathing. Where the roof sheathing is not less than 4 inches (51 mm) to each side of the framing member. Where the framing member that the piping passes - General contractors and subcontractors to review these construction documents upon receipt from architect I- v CD penetrate through the r g ( ) 9 less than %. inch (19.1 mm) 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 # DOOR / HARDWARE TYPE less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing and report any and all discrepancies including any dimensional conflicts, immediately to architect for 0 m R 905.2.8.3 Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 DET - - - DET BUILDING SECTION corrective measures prior to construction. z W inches (102 mm) in height and 4 inches (102 rrm) in width and shall direct water away from the vertical sidewall onto the roof member. gutter. 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 SHT SHT - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. or into the gutter. Where siding is provided on :he vertical sidewall onto the roof or into theg t g p side wall the vertical le of the flashin 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. < # }-� PARTITION TYPE - The general notes and typical details apply throughout the job unless otherwise noted or shown. (D 0) the verticalg 9 �/ ante 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 in the opinion o e - provided on the vertical sidewall, the base flashing shall be provided m accord 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 contractora discrepancy exists, the contractor shall promptly report it to the architect for proper W R 905.2.8.5 Drip edge. A drip edge shall 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. 1 he 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 U -11 A C,S, overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than /4 inch (6.4 mm) below t 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 1=- : ��5 OgEFtT c /�� 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. Q �� �,�' �L� �� over the drip edge along eaves and under the drip edge along rake edges. The vent terminal of a direct vent appliance with an 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 W t, 2� 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 manufacturer's and supplier's recommended installation procedures. _ * y and 4 of this code. 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 - The architect has not been retained to perform framing inspections and / or field inspection. The architect y is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing N `"- 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 nt of all others stems and shall convey the moisture and an products of combustion to the outside of the with respect to the construction documents. ❑ 0 38�o y�Q" T shall be independent y Y Y P PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER �F NES Section R1004 Factory-Built Fireplaces building. ("REGULATIONS"), 8 NYCRR 69.5, ENTITLED "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE 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 0, P 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 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. UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. system has been specifically tested, listed and la)eled 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 ®DEL Ais 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 9 5 (n material shall be installed in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving Q 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 = 1 2 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. a cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 mz) throughout 9 6 MODEL A 1 z the attic space. The markers shall be affixed tc the trusses or joists and marked with the minimum initial installed thickness with C) 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 ALIGNED WITH RAFTER, U) 65-20 X 24"MM. CONNECT KING 5TUD5 TO TOP PLATE F_ ROOF FRAMING WRAP 1-1/4"X22 6A.6ALV.COIL 5TRAP Arr2x4 OR 2xb C&_20 X 24"MN CRIPPLE STUDS o �G O WA PAR OVER TOP OF TOP PLATE AND NAIL W E ATTAO TO WH PAIR 2x ACG LEDGER H/2-3/8"x5" L.A& DBL TOP PLATE " U OF OPP05W RAFMZS ROOF. BOLT5 0 16"OC INTO STUDS U 6 O.G. Y° p 2X BLOGKIN6R4 51MP50N STRONG-TIE A35 o EVERY RR AT 2 END BAYS 2X4 STUD WALL OR V GABLE END TRL5 Z ^^ 11 GEILIN6 J015T OR W/STRON66ACK5 W : U 6I P50N 5rR" 5MP50PI 5TRON6 - - TRU%BOTTOM CHORD 51MPWN H2 CONNECTOR a EA. � 05 v o � 0 51MP5GN STRONG-TIE I f, I. I C) 'I�� ,��,, rn � RAFTER TO STUD AND KIN65 SIMPSON STRONG-TIE H2 60 NAILS -TE 1125 TE FM STRAPS Stall M ATT*0 TO EW PAIR OF OPPOSING RAFTERS. ALTERNATE TO RI06E STRAP: H3 ® EVERY RR U •r.., () > � rn Tn, bd NAILS TTP. PROVIDE 2X4 COLLAR TIE AT (WHEN ALI6NED) ( :RD6E STRAPS ARE NNOf YJhBN GAlNR TE5 Gf NOMNAL ab OR 2X4 LIMBER ARP LOGAT®N RE WFER mRn OF TIE UPPER THIRD OF THE ATTIC SPACE y FOR USE WHEN STUDS AND USE IN GON®INATION ONLY WHEN STUDS AND ATTIC SPADE APD ATTAGtt�TO EAGIi PAR Cf RAFf6t5 W/4-IOd NAILS W/4-10d AT EACH RAFTER) EACH STRAP E �- N 'RAFTER5 AL16N -RAF reRS DO NOT AL16N EACH STUD,SEE (� a' Z L5U26 FOR 2xb DETAIL 4 Z V 3 L5028 FOR 2x8,2x10,OR 2x12 L LO X M 0 Q o FRAMED OPEN 6 �' 00 OR WINDOW OR ❑ V M OOR -RiDOE 5-RAP DETAIL / RI DOE STRAP DETAIL 51MP5ON 5TRON6-TIE 2x4 OR 2xb 0 D (FOR CATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIE5) LU28® EVERY GJ STUDS® Ib"O.G. NO 5PEGIAL FT � 2 r / 72x AGQ LEDGER W/3/8"x5" LA6 N.TS. LOCATE AT EVERYYtAFTER / N.TS. LOCATE AT EVERY RAFTER BOLT® 16"OG INTO STUDS " IN TH15 AREA REQ 5TRAPPIN6 TO BE 1-1/4 X 22 6A. IN THIS AREA i 6ALV.,SEE DETAIL 4/DI.ALL STRAPPIN6 I 5TH r5 E 0 STRft / TO BEAR A MIN.OF 10"ON FRAMIN6. _ 5MP50N STRONG SD NAILS TYP.3"IOD MAY DE tlrED F A91 D / FO -ROOF GABLE END WALL -TIE HV OR 11105 OVER I'T S vpft K M. / I- CJ I`G� aD NAIL ST`APP I NO DETAIL DETAIL AT ATTI G FOR WHBd STUDS p,Np USE IN COMBINATION ONLY H-EN 5TUD5 AND Z RAFTERS DO NOT AL16N N.T.S. U ,RAFTERS AL16N 5TRAPPING TO RUN ONTO RIM JOIST,SEE DETAIL q/DI(ONE 5TORY)OR ONTO 5TW (� AT WALL BELOW(TWO STORY) j ROOD RATER HURRICANE TIES ° I QKT�� LOCATED AT EVERY ROOF RAFTER \ ° ° 0 ATT I G ° � � � STRAPP I NCC DETAIL ° I2 FOR FRAME GONNEGTIONS o ° 5hP50N P05f GM'GGQ3-A, 115E Wl -4 AT EPOS I.L. Ln DI KT5. 1. 2ND FLOOR �� �� O a m N. (2)2x 3 M „ 4-Ibd FACE NAILS FROM Z tJ / STRAP OR 4x PROVIDE 3 Xi(6 X3 WASHER PLATE AT ALL ANCHOR BOLTS KING STUD INTO HEADER ❑ MSTG4863 SECURED BY WOOD SILL PLATES. / COLUMN P05T TOP ANGHOR PRE-err 51MP50N PAB OR 5B ANCHOR BOLTS MAY BE USED IN LIEU OF E T / STRAP START NAL.5 THREADED ROD W/WA5HER PLATE. !•-�I LOCATE AT EVERY COLUMW&RDER CONNECTION H/2"IF r" PROVIDE 3"Xb'XD3b'&ALV.STEEL PLATE W/ EW LEWTH N.T.S. EW OF 5nD r MR NAS b-&V NAILS AT CORNERS AND INTERSECTING WALLS. 3'X1 AT AT B TALO.STEELIN PLATE W/ (4)NAILS MN N i � �� 12-8D NAILS AT AT BUTT JOINTS IN STRAIGHT 5IMP50N L5TAI2 STRAP W/ 12'LPN6m(GYP•) i -f"-�Nom'` WALLS WHERE THERE SINGLE RATE OR HEADER 5-IOD(UDN)i EACH JACK y EACH END AT 1REP 2X6 KING aEAR SAN 24'MINIMUM LAP SPLICE ONE AT 5PAN5 Un TO b FEET 1011, GUT LENGTH NAILS " TWO FOR 5PAN5 6 TO 12 FEET P�_M,:�04 5/8 A301 ROD THREADED b BOTH ENDS. THREE FOR SPANS 12 TO 16 FEET2Xb JACK 5TUD5 AO.N):PROVIDE MN.EW BOTTOM 3/4 AND I ROD AT 51MP50N STEEL 5TRON6 WALL,5EE PLAN5 I2-160 MIN.NAILS ONE AT 5PAN5<b' ^ F T P15rANCE cF 7/8 ETD IN. IST FLOOR ILLI NAILS AT ALL 5MIGES TWO AT SPANS FROM b'TO 12' SIMPSON P05T BASE " 3 , „ THREE N SPANS>12 ti"MN N 2 X/e X3 WASHER PL W/NUT EACH SIDE UNLET NOTED OTHERWISE ON PLAN � ABU44 OR AEIU&b,SEE PLAN (4)NAILS MN N CS-22 COIL STRAP I UPPER 5TORY 5HEAR m p."LEN6m(rYPa 1 - WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL EXTERIOR WALL ❑ - - BELOW GONNEGTION _ w O 4 FLOOR TO FLOOR TIES I EOR SET BACK WALLS HDU HOLD DOWN5 AND 5TRON0 WALL _ N.T.S. LOCATED AT EVERY 5TUD I \\ FOUNDATION MINI HOOKED ANCHOR BOLT W/1' DOUBLE TOP WALL PLATE 5PLIGE DETAIL � � GONNEGTION MINIMUM EMBEDMiBNT OR ExPAN510N I� N.T.S. q�y ' '`� BOLT W/5'MINIMUM EMBEDMENT N T5. NTS. N.T.S. L J NOTE I \ �+ 60L STRAPS LEDER 01EAT1M PROVDE Sd G0f�I0N(ON x 25'LONG)NALS. I \\ (01-STRAPS MER 61 EATHN6 FIWM 10d COMMON(0131 x 3'0 6)NAILS. \\\ C'F OLUMN P05T BOTTOM ANGHOR ALLOWABLE HOLES - \ N.T.S. LOCATE AT EVERY GOLUMW 6180!=8 GONNEGTION IrLG1'waRat Ares 8D NAIL 0 b'0/C AT ALL PANEL ED6E5 ~ \./ ToFMTVAIVbdW TO 160 NAIL® 24"O/G LVL Headers and Beams Z \ As FM W rlm T�N� HIP RAFTER, IBD NAIL®24'D/G " 51MP50N HGP HIP SEE PLAN INTERIOR SHEATHNGR PLYWOOD Microllam® LVL W 1.3E TimberStrand® and � (4)NAILS MN N CORNER TIE Ya depth U NOTE:WHERE 24'WIDE MINIMUM FULL HEIGHT I a•NAiI i LSL hole zone Parallam®PSL 2 x diameter of the O WALL RETURN 15 PROVIDED AT ENDS W1 hole zo largest hole(minimum) BRAVED WALL LINE THE b00x HOLDOWN MAY I Y li BE ELIMINATED. PROVIDE TWO(ONE AT EACH n'MT11(MN) ` SD NAIL®b'0/G _ 13/4'MINIhLM INTERIOR - 51DE)65-22 5TRAP5 PER DETAIL 4 IN LIEU OF I SIMPSON BP WASHER ° o AT ALL PANEL ED d L5TA36 STRAPS 514"IN THE DETAIL. NAIL 5HEATHIN6 TO - T T SILL PLATE rt/$a 2x AGQ SILL PLATE. DOUBLE :001- EXTERIOR GYPSUM BOARD 0 HAILS o 4'0/6 SILL AT HILL BA5B�M5 0 . 70 5/8 DIA STEEL ANCHOR .I 1•MINIMUM BOLTS MAX,2-VOL.. - - - - - Ix b Ur VAiEY 60 NAIL® 12"0/C AT ALL Microllam® LVL and BEDN>£Nf EXTEND BOLTS MIN.1'INTO 65arallarne PSL -22 COIL STRAP �To RR`I19t MEMBERS NOT AT PANEL ED6E5 alPowed hole zone FDK WITH T16HTENED NUT E PR VI WASHER TO EACH BOLT. (2)2 x A AGQ 51,41"LTP4 PLATE NALEID TO Sul"WL SIM 15/32"056 OR CONTINUOUS TSAR PROVIDE TERMITE SHIELD SILL 5Ll_PLATE AT Wh R TR WI RE middle Y span RIM AND SILL RATE A 160/G PLYWOOD SHEATHING INSIDE CORNER OUTSIDE CORNER IN TA36 D ABOVE NAILS LOCATED 2"TO b' ` AND MAINTAN a'MIN' V�• A Nrt�MTS. PLAN VIEW PLAN VIEW d 1.3E TimberStrand® LSL allowed hole zone d r n INTO STUD ABOVE AND FROM HP TO FINISHED GRADE ` Co - FROM TOP OF WALL NAL A5 PER TApP eap wrcHa. C C) Cl) BELOW(2EAGHGORHER) NOTE: General Notes Q N ry t` N °° Tall=2,gbO# COIL STRAPS UNDER SHEATHING PRWOE:ed COMMON(0.131 x 25'LANG)NAILS.COIL EXTERIOR WALL TOP " `'�FOUNDATION PIAN STRAP'OVER SHEATHING PROVIDE:IOd COMMON(0.131 x 3'LONG)NAILS. E�/TE I/'�17 G/1R E HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded LAY-OSIER OR FALSE VALLEY PLATE HIP CONNECT)ON EXTERIOR I-II l/It l/It�VLI� DEPTH HOLE SIZE headers and beams only. nd STORY GORNER GONNEGTORS TY�PlAL ANCHOR BOLT STUD TO RIM JOIST TO SILL PLATE 5T-RAPPINO DETAIL WALL I=�RAMINO 4�" • Noholesiund Canty 5Yz" 1%4" No holes in cantilevers. 8 LOCATE AT EVl=RY STUD N.TS. I� PLrS. 18 N.T.S. ��N.T.S. 7)/a"to 20" 2" • No holes In headers or beams in plank orientation. N.TS. LOCATED AT EVERY GORt�R N.T.5. LOCATION A5 NOTED T See illustration for Allowed Hole Zone DO NOT Cut,notch or drill holes in headers except as indicated in illustrations and tables. Z Z Z Z ZZ A MINIMUM OF TWO BRACED WALL LINES(BVL)ARE REQUIRED IN EACH DIRECTION OF A BUILDING. BWL'5 SHALL NOT BE SPACED EXTE M STRAP APD WALL 5ff1+THIN6 11 EXfENPED STRAP AW WAIL St"TNINED fl O O O O O O MORE THAN 60 FT APART. WALLS WITHIN A BWL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BNL. BWL LOCATIONS ARE NOTE: TO TOP or Pow WALL F LSED--��I I NOS, TO TOP OF POM' WALL IF USW INDICATED ON FLOOR PLAN5 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE 6IMPSON Vn tIA. M AT 66 WSP ORA(.® A BRACED WALL PANEL(BHP)SHALL BE61N WITHIN 10 FEET OF EACH END OF A BVL. THE DISTANCE BETNEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER ell WALL ETD PANELS(I`(PE A�IDU AS REQ ED6E5 OF BWP'5 SHALL NOT BE GREATER THAN 20 FEET, THERE SHALL BE A MINIMUM OF TWO BW ON EACH BWL EXCEPT AT AT ORAE®WALL PETALS G AM D. HALL5< 16 FEET LONG MAY HAVE ONE 48"OR LONGER BHP. BHP'S ARE TYPICALLY CS-H6P SHEATHED BRACED WALL PANELS '® (TYPE A)OR GYPSUM BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BWP TYPES A 3 I/2'WIDE LVL HOUTSID(SEE PILAW `` ®� S-IOD NAILS AT DT11Z AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BHP 15 REQUIRED. CONTINUOUS TO OUTSIDE OF PANEL ® BWP TYPES ARE INDICATED ON FLOOR PLAN5. N ® 3/8"�THREADED ROD el G5-H5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET z CONTINUOUS II'a'MIN DEEP HEADER TO � CONTINUOUS IU+'MIN DEEP HEADER TO THE MINIMUM LENGTH REQUIREMENTS OF TABLE RbO2.10.5. NAIL 7(e MINIMUM WALL OUTSIDE KING STUD(SEE PLAN,) d OUTSIDE KING STUD(SEE PILAW PANUS 5W NOTE YHERE 24'WIDE MINIMUM FULL HEIGHT 5HEATHING WITH 8d NAILS a b 0/G(EDGES)AND 12"0/0(FIELD)AND PROVIDE 2X WALL RETURN 15 PROVIDED AT ENDS OF G5+5P BRACED WALL LINE PC b00� BLOCKING AT ALL UNSUPPORTED PANEL EDGES. PROVIDE 800 POUND HOEDOWN FASTEN 5'S 10/c,I N6 C HEADER W/ FASTl3N S'5FEATHINE C F DIRECTION YY $ WALL MIN PANEL W HOLD"MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT EN05 OF BRACED WALL LINES THAT DO NOT HAVE a 8D NAILS s 3.O/G IN EACH DIRECTION � a 8D NAILS®3'O/G IN EACH DIRECTION N W SIMP50N LSTA24 STRAP O.1 V&iEAT}� HEIGHT(FT) WIDTH"L' TRIM TOP OF PANEL AS REQb 0 H FITTER A 24"MINIMUM FULL HEIGHT WALL RETURN ORA 48'MINIMUM BNP. w 51MP50N L5TA24 STRAP ON BOTH SIDES AND � � 0- EA( � H OF HEADER TO JACK STUD IN Ib-IOD NAILS � FACE W/I6-IOD NAILS TABLE R602.105 MINIMUM LENGTH REQUIREMENTS OF C546P z 9 22' b I/4.5D5 SCREWS O W m CONTINUOUSLY SHEATHED BRACED WALL PAN�EL.5 FASTEN TOP PLATE TO HEADER W/2 F= FASTEN TOP PLATE TO HEADER NM 2 -I ^ 0 ROWS OF Ibd NAILS s 3'0/G z ROH5 OF Ibd NAILS o 3'O/G Z 10 34 PORTAL STRAPS M2'FROM EDGE ON W H W WALL AJAGENT CLEAR MINIMUM LENGTH OF O S O r, iii HEIGHT(FT) OPN6 HE16HT BRACED WALL PANEL CL Q OR PER PLAN II 38' BOTH SIDES 4 STRAPS PER PANED W Y IMP50N GNW COUPLER NUT <64' 24' (2)JACK STUDS MIN.OR PER PLAN (��BLAGKIN6 AT PA ED6E5 12 42• Q , L.:, U Q $ 64"TO 1 32' BLOCKIN6 AT PANEL EDGES � BLOCKING AT PALL ED6E5 SIMP50N 5WSB STRON644AII 5B Z v 8o"TO qb' 36'' f- PANEL SHALL HAVE A LENGTH'L'OF NOT PANEL,VERIFY PANEL 15 PLUMB 0 O " " " PANEL SHALL HAVE A LENGTH'L OF N0f <64" 21GYPSUM BOARD 65BRACED WALL PANELS(TYPE B)SHALL BE � LESS THAN 16'FOR ONE STORY AND 24'FOR fn MSIuj LESS THAN 16'FOR a FT WALL,IV FOR 4 NOTE.DETAIL APPLIES TO ~ ANCHOR BOLT OR q 64"TO 80' 30" 48'MINIMUM IN LENGTH ON BOTH SIDES OF WALL PER TABLE O FT WALL,AND 20'FOR A 10 FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION W O ADFESNE ANCHOR 80"TO qb' 41" 12602.10.5. SEGUREYs"GYPSUM BOARD WITH bd COOLER NAILS, SEE PLAN FOR ACTUAL LENGTH. PLAN FOR ACTUAL LENGTH. BOTH ENDS HEADER N •; <64" 30" OglS"X IYe°6YP5UM BD NAILS,OR.OqB"X 13/e'ANNULAR RINGED � IF WIDTH TO HE16K DIMENSIONS ARE IF WIDTH TO WIGHT DIhtEN510N5 ARE Q� e' W To " EXCEEDED THEN DETAIL'F'TO BE USED. -- _ - - -- _ - ❑ �+ w NAILS®7 O/C(ED6EW AND T'O/C(FIELD). BLOCKING 15 NOT EXCEEDED THEN DETAIL T TO BE USED. I e. 10 80"TO 35. REQUIRED AT UNSUPPORTED PANEL EDOE5 WHEN PANELS ARE fN • TINSTALLED HORIZONTALLY. PROVIDE J015T OR TRU55 OR FULL _ I N10115 HEADER 15 USED OVER U Partial credit for panels 36"to 48"wide per 8602.1052 HE16HT BLOGKIN6 DIRECTLY ABOVE AND BELOW TYPE B I^lALL.5. ONE JACK AND KING STUDS ONE JACK AND KING STUDS BRACING I5I NOT REQV�� "L"EQUAL TO J TYPIGAL HOLDOWN DETAIL AT CONTINUOUSLY SHEATHED WOOD I- FASTEN I/16'5FEATHIN6TOFAGHSTUD FASTEN 1116'SHEATHING TO EACH STUD TWOKIM6STllr� GYPSUM BOARD GB TYPE B u- AND SILL NU aD COMMON NAILS o 3.0/G AND SILL W bO COMMON NAILS o 3.O/G 0 m I'RAMED FLOOR A STUCTURAL PANEL CS WSP -TYPE A B _ _ � � FA5Ti3N 1/16'S1$ATHN6 TO STUD NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL Wi 8d NAILS o 4'O/C W PORTAL DETAIL'G"ONLY APPLIES SIMP50N HOU2 HOLD"W/6-1/4' Q � U N.TS. TO 2 FT TO I&FT WIDE OPENINGS. 51MF50N HDUS HOLD"IN TEND STUD Z SCREWS N DOUBLE END STUD 505 SCREWS IF NO FLOOR ABOVE. TABLE 602.10.3(1)BRACING REQUIREMENTS BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJU5TMENT TO HDU4 SCREHOLDWS IF W/ R ABOVE. � WIND SPEED,EXP05L RE B,30 FT MEAN,ROOF HE16HT,10 FOOT REQUIRED I ENGT H OF HALL BRACIN6. 2-1/21 ANCHOR BOLT OR EXPANSION 5GREI 5 IF FLOOR ABOVE PANEL TO SIE DIRECTLY Ti TOP Or- TABLE CONCRETE FOUNDATION WALL 6I P50N VrM t1a M AT 66-WT OR O HALL HEITHT5,AND 2 BRACED HALL LINES BOLT WITH 2'X2''X3(6'PL WASHER w ED A I/2'm ANCHOR OR EXPANSION BOLT O AD USTTIENT STORY CONDITION ADJUSTMENT OVER �R C WALL ETP PANS(TYPE A)tDU A5 WE UIR® BASED ON SUPPORTING FACTOR s4 BAR GONE IN TOP OF GOJGRETE 2-112'0 ANCHOR OR EXPANSION BOLT-___ (� 5� 'Sj CONT #44 BAR CONT IN TO'OF CONCRETE CONCRETE �3 TIE ERT T ell AT DRAG®WALL PETALS G AW P. 5TORY BWL 5PAGIN6 METHOD 6B FOUNDAnoN FOUNDATION I- �° ® 5HEATHIN6 EXPOSURE CATE60RY ONE STORY G 1.2 FOUNDATION Q $IOD NAIS AT PTTIZ TOP IO 2 5 5.5 EXP05L RE CATE60RY ONE STORY D is #4 BAR CONT IN TOP AND BOTTOM y f 1 EXPOSURE CATEGORY TWO STORY G 13 PAB5-la ANCHOR BOLT OR Fje THREADED OF CONCRETE FOUNDATION SIMPSON 5BT/8X24 OR PART-la ANCHOR TOP 20' S.0' 10.0' EXPOSURE GATE6ORY TWO STORY D Ib EXTEND WALL 5WATHIN6 OVER RIM J015T ROD W/WASHER PLATE,SEE DETAIL 15/01 s, BOLT OR Ys"THREADED ROD, W * •' ,®I OVER PABS-�ANCHOR BOLT�/e THREADED SEE DETAIL 15/01 = f ROD 1•U WA5HER PLATE,SEE DETAIL 15/01 U ' ROOF EAVE TO RIDGE ROOF ONLY 15 FT 13 PANEL EDGE e TOP 30' 1.0' 14.5' FRAMED WALL PORTAL DETAIL TYPE D ONLY APPLIES TO b FT TO 18 FT WIDE OPENINGS. d) Q� ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBUTIN6 LENGTH OF 48"TOWARDS RbO2.10.0U MINIMUM LENGTH WALL TO 8E USED ON FIRST FLOOR APPLICATION ONLY.PANFL HAS 238A� �O TOP 40' q.0' 18.5' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REOUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. WAIL TO BE CONTRIBUTINe LEHNSTHN OF 4b'TOWARDS R6o2.1o.3(U MINIMUM LENSTH� 51MP50N STRONG WAIT REQUIRES EM6INEERED DE516N TO ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 M Cil FIRST FLOOR APPLICATION ONLY. REMIRETENTS FOR BRACED WALL PAMJLS AT BRACED WALL LINES. TO DETERMINE PANEL SIZE APD ANCHOR BOLTS FOR ❑ SOF NES ACTUAL HORIZONTAL DESIGN WIND LOAD AND CONDITION TOP 50' 11.0' 23.0' ROOF SAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 I ROOF EAVE TO RI06E ROOF+2 FLOOR 20 FT NP SIMPSON STRONG WALL JO UMBER TOP 60 13.0 215 WALL HEIGHT ANY STORY 8 FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" 315'0 ANCHOR BOLT OR , WALL HEIGHT ANY STORY q FT O.q5 DET AIL - TYPE F 0 16023 ADHESIVE ANCHOR BOTTOM of 2 to S.o Io5 HALL P1E,6HT ANY STORY I1 FT 1.05 FRAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPE D DETAIL - TYPE E WALL HEIGHT ANY STORY 12 FT I•I C NOT TO SCALE PER FIGURE 8602.10.6.3 D NOT TO SCALE PER FIGURE 8602.10.6.2 NOT TO SCALE PER FIGURE 8602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD W na: a :•$ : BOTTOM OF 2 20 q.0 Iq.O "BER OF BWL PER PLAN DIRECTION AT STORY 3 13 BOTTOM OF 2 30' 13.0' 21.5' NUMBER OF BVI.PER PLAN DIRECTION AT STORY 4 1.45 Q NUMBERU) SHEET BOTTOM OF 2 40' 11.0' 36,0' NUPE OF BHPER PLAN DIRECTION AT STORY 5 OR MORE lb GYP BD FIN15H OMITED FROM IN51DE FACE OF BW 1.42 BRACED WALL PANEL DETAILS Z HOLDO1�lN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD 05-W5P ONLY UNITS 95 MODEL Al ) � 96 (MODEL AlZ 2O GYP BD FA5TENIN6 ANY STORY 4"O/G 03 p_) NOT TO SCALE U) U N.TS. BOTTOM OF 2 60 25.0 52.5 APPLIES TO METHOD 66 ONLY W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Z W 6M.Vxt ftPCKI% TYP.IYTERIOR WAL O ri Vxe a RKERS @ Ib"OG.- 2 z MAC 5OfT(f � 2 � 0 o + 2 V 4--d ` L + A' cN � rn RIDGES TO AL16N (2)2"xb"CI-OGKB`!C� 2 2 p N �- RIDGES TO ALIGN PDft MOCK FTLPbxbx15 R106E VENT PY-KWON"OR r4X � -� uNi Z — RIDGE VENT' 6 b rx8"TRIM i Q� M (xb"FASCIA U Q W ig c TYPICAL ROOFING: _ N IG 1 ARCHITECTURAL 5HINOLE5 EDTYP AL ROOF N6: u c) ARCHITECTURAL 51-11146,1.152 PLYWow 51fATI1IN6 M 15#FELT UNDERLAYMENT 1511 FELT SHAEATHITHIN N I/2'PLYWOOD OP SHT ('x4"TRM G cM�o V2"PLYWOOD SHEATHING 6'AZEK TRIM b'AZEK TRIM rr nn IV = ALI 12 k„ $• 11 12 1 7. 12 12 DENTIL BLOCK#DTLB6xbx8 DENTiL BLOCK�DTLBbxbxB 12 _ Q 12 BY'FYPON'OR EQUAL BY'FYPON'OR EQUAL 12 2 12 � �b b' TIM GABLE END DETAIL I S b'AZEK TRIM 6, b. 12 It -6--01-1. OH. AI 9 OH. OH. cp•�•12 i'x 8'AZEK RAKE BO W/ 'r N.T.S. Z f AZEK TRIM W IN 8'AZEK RAKE BD W/ n 12 IN3'AZEK TRIM PfYP) IN3'AZEK TRIM CIYP) 12 T y 12 Nip O 12 ROOF BREAK Roof BREAK b'BLIND FLA5HIN6 iv (� r b'BLIND FLASHING I ill 11 1 1 ill fill I 1 11 11 IIIA 6'HIGH BLIND m - FLASHING - -_ — — — —11 11.1 ill I Ill 1111 Ill Lj STANDING SEAM EA 11 c°3 METAL ROOF __ --_ — — 1x8 FASCIA BD. = STANDING SM00/0, 0 METAL ROOF I,fl _ Z ALIGN b'BLIND BEDROOM o2 PL HT O Tiliji ill8•AZEx FASGIA5PL5FNNG U BEDROOM#2 PL HT b'BLIND ALIGN _ — FRIEZE BD. ,, I'0' Ib' I-0' I'..0• g PLA5HIN64_FASCIAS "-'�-"---oH. OH. � /� OH. OH. 1J J LL OH{, OH i II !E '�"AZEK !E I°WPRIM IM iL TR4 ❑ �w� T�•/ � Q OVEt GIRDER q 4 if 11 11 Hill I I ii II if Ill I 111 ill,ill I ! I II I ! I IITTI FIN. ! � II FIN. 1ST FLOOR FIN. IST FLOOR I -- PLOO T FILOOR I iu� 11 LJ =i W ELEV= O'-0" L ELEV= bxb P.T.POST WITH 51MPSON bxb P.T.P05T WITH 51MP50N 10"SQUARE HBt6 PERPIA CAST � 10 5QUARE H646 PERMA CAST I I I I I B6523/b P05T GAP ANCHOR t I 86523/6 POST GAP ANCHOR t I FLAT C P t BA HU SQUARE COLUMN#46382 W/SQUARE 51MPSON ABWb P05T 8A5E I I I I I 51MPSON�P05TLL CORNER I FLAT GAP t BASE(OR EQUAL) I W W FLAT GAP t BASE(OR EQUAL) I BE -CORNER COL"TO sE (TYP-ALL COLUMNS) I I I I I I I PROVIDW W 5�PLIT TO I U PROVIDED W/SPLIT KIT I I I - I I I I I I I I I I ❑ w O UNPIN.55MT FLOOR UNFTN.B5MTFLOOR_ _ — - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — —I - - - - - - - - - - -I- - - - - - - - - - - — — — — — — — — — — —I- - - - - - - - - - -I— — — — — — — — — — — — — — — — - - - - - - - - - FRONT - - - - - - - FRONT ELEVATION 'F-RONT ELEVATION Q � H z U UNIT 9 5 Z UNIT 96 :21E W MODEL Al (HOLLY)- °MODEL A1 (HOLLY) 0 L.Lj RIDGES TO ALIGN RIDGES TO ALIGN RIDGE VBb O ry p N 00 N Jf R106E VENT Q N N C6 N ao 12 12 t 135t 135 12 12 CRICKET 4. BEYOND CRICKET BEYOH✓D - s 135 t 135 I Z Z Z Z Z Z AI.I 12 0 0 0 0 0 0 12 12 cn 12 cn v� to cn to 12 12 I'-0• �12 IIA 11 1 1 11 12 12 OH. OH. INSTALL ICE t HATER SHIELD INSTALL ICE t HATER SHIELD 12i.�OH. 12 12 PER MANIFAGTURIRS MR MANUFACTURERS 12 1 T2 SPEGIFIGATIOH5 TO MAINTAIN SPEGIFIGATi0N5 TO MAINTAIN 12 - -1 If Ix8 FASCIA BD. PRODICT � N PRODUCT WARRANTYLo az bh ==v a P BLIND. . 8'AZEK BLIND APPLY ICE t WATER SHIELD IN FAIR APPLY LGE t WATER SHIES IN FAIR L5HIN6 FRIEZE BD FLA_ WEATHER WHEN THE AIR,ROOF DECK AND HEATHER WHEN THE AIR,ROOF DECK ANDIF[I MEMBRANE ARE AT TEMPERATURES OF 40°F (5'G)OR HIGHER. MEMBRANE ARE AT TEMPERATURES OF 40°F IILL — (VO)OR H161ER — — BRKF5T PL HT MSTR BDRM MSTR B� — BRKFST 1'L HT Z I,_0. I'-0' W 1'-0' I'-0' I I'-b' I'b" - I'-O' OH. a K7 OH. I I I I I m I I I I OH. OH. OH. OH. O m I OF LINE OF EXTERIOR I I�I�I JI _ EXTERIOR WAIL EXTERIOR WAl i p-0• — - -HARDIPLANK SHINGLE SIDING W O w -HARDIPOR E SHINGLE SIDING _�I Jr l� OH. OH. -- -- 50FFCf = SOFFIT TYVEK OR EQUAL W W lLl -l/Ib'OSB SHEATHING _ �' = -VIb'OSB SHEATHING TYVEK OR EQUALILL] T = -2x6 WOOD STUDS o Ib'O.C. Q E-4 = Q -2xb WOOD STUDS 0 Ib'O.G. �' w = v 4 -W R-21 BATT5 Z U 0 b'R-21 BATT5 v Q Q Q N g © I Q = Q - - Q Q GARAGE Q WALL J BEYOND. 4 Hr 7-T7-r fill] 1 �11 1111111 Jill I 1 11 11 , � II11 Li II , W if 11141 11 11 FIN. I5T FLOOR ❑ Q HillIN. IST FIN. I5 2020 NYSRG-624278(503.8) FIN. 15T FLOOR111111 11 illil LOOR ELEV= o'-o° VENTIN6 5Y5TEM TERMINATION LOCATION: EL.EV= FCO" _ — — — — T1$VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN lil V I r=__�_ I 10'SQUARE HBt 6 PERMA CAST bxb P.T.P05T WITH SIMP50N INPUT OF 10,000 BTU PER Ha R C3KVU OR LE55 SHALL BE C�7 bxb P.T.P05T WITH 51MPSON 10'5QUARE HBt 6 PERMA CA5T I III I III I I I I I III I II I I Ix4 AZEK TRIM I I I I 86523/6 P05T GAP ANCHOR t I LOCATED AT LEAST b'192081 ANY AIR OPENING INTO A I- I 8652-3/6 P05T GAP ANCHOR t ( I I I Ix4 AZEK TRIM COLUMN X46382 W/SQUARE 51MPSON ABUfib POST BASE COLUMN#4052 W/5QUARE 1 II 1 II 1 III ( If I SIMPSON ABUbb P05T BASE I I I FLAT GAP t BASE(OR EQUAL) I I I III I III I I I I I III I III I I I FLAT GAP t BASE(OR EQUAU I I I BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER 10000 z m ALL CAUIMNS) I -CORNER COLUMN TO BE (EYP-A11 COLUMNS) BTU PER HOUR BUT NOT OVERT TERMINATION BTU PER HOUR SHALL BE Z J -GORNER COLUMN TO BE III I III >z III I II I I EGRESS I I I I I 111 1 II 1 I I I I PROVIDED W/SPLIT KIT I I I INSTALLED WITH A H INCH PUT TERMINATION TU PER HOU AND PROVIDED W/SPLIT KIT I II I WII,DOWII I w u, WINDOW AN APPLIANCE WITH AN INPUT OVER 5Op00 BTU PER HOUR IL=J=_==J I I I I I I L==L—J I I I I I I I 5HALL HAVE AT LEAST A 12 INCH VENT TERMINATION cn CLEARANCE.THE BOTTOM OF TI-E VENT I I I I I uINAL AND THE------ I I I I I ------ I 8 I I I I I I INTAKE SHALL 13E LOCATED AT LEAST 12'ABOVE GRADE. AIR w I I I I I I FDT �-- - - RED A I I I I I I I I I I I I I I I 2020 xYSRG-R3122.11 v SAE ctii UNFIN. UdFIN. — — — — —_— — —— — —_ — — — — — — — — — — — — — — — — — — — — — L — — — IN DWELLING UNITS,WERE THE TOP OF THE SILL OF AN I- �\ QCBERT C F �f� - - - - - - - - - - - - - - - � - - - - - - BSMTF — — — — — — — — — — — — — - - - - — - - - - - - —I- - - - — - - - - - - - - - —I— — — — — — - - - - - - - — - - - - - — — — — - - - - - - - - -- - - - - - - — - - — — - - — — — — — - - — — - - - - - — —I— - - - - - - - — — — OPERABLETWNDOWOPLOORA AND GREATERTHAN12ATED LESS THAN 2B Q t�� �LF1- 0� ABOVE THE FINISHED 13002 AND GREATER THAN 72'ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE W * _� EXTERIOR OF THE BUILDING,THE OPERABLE WNDOW SHALL = COMPLY WITH ONE OF THE FOLLOWIN6,, �°AS � GNT5ARONTOTT�16H OPENING ILARGEST �D -REAR ELEVATION -REAR NOTSPHEI;E POSITION. F-1023BAO O "FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 OF N Eby (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLYOPEN,SHALL NOT REDUCE THE NET CLEAR OPENING JO UMBER UNIT 9 5 UNIT 96. AREAOF THE WNDQW UNIT TO LESS THAN 5.7 SQUARE FEET. w 016023 \"T MODEL Al (HOLLY). MODEL Al (HOLLY) Q SHEET NUMBER UNITS 9 5 (MODEL A l ) & DUET CLUSTER = ELEVATIONS. W96 (MODEL A1 ) W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED RI06E VENT U) , F- J"FIRE RETARDANT W PLYWOOD 5HEATHING E 2"xb"RIDGE BEAM U O 4 RIDGES TO ALIGN RIDGES TO AL16N 12 12 Q ( C 4 - 121 712 Z R106E VENT ry RID6E VENT 2"Xb"RR O L_ : 0, ■� U >X 12 m 12 �1} HARDIPLANK 12 __u.H �_ 12 55 HARDIPLANK PT GIRDER — HORIZONTAL SIDING _ ®°� 4 6UTTERS a IEgDER5 9 HORIZONTAL SIDING 5EGURED TO 'E - () 7 tp WHITE W UMINUM A33LEADERS M N.6AU6E,6UTTER5 12 SHALL BE BAKEDWALL® O L- X M SHALL BE 5'SPAmLE55,O.B.STYLE W/ALL t 85 EN05 () U Q uJ u _m � t 85--- - �+-�-*- RELATED a REQUIRED AGGES`�OR1Es. LEADERS RIDGE VENT = o N d• RI06E VENT 10 ®:, -.__,�� _. �_ SHALL BE MIN 2k3',A21'6A16E hU CLIPS d ANCHORS. CAULK a SEAL ALL JOINTS. PITCH -w-.�,-., ❑ M 00 eivnER5 MIN. .PROVIDE P.Y.G. _ RECEPTORS 8''ABOVE GRADE TO RECEIVE LEADERS(CLOSED GAP DE516W. ' Ii I Ii N. M --�-�- -_SOH. 12 V 12 12 -HALL 13EYOND CLERESTORY 112 12 I �" ' T WALL BEDROOM 113 .a 4 a. BEYOND WALL BEYOND ROOF oCOVERED - - 12 0- -H - m.,PORCH BEYOND - � GABLE D.H. b'-O° O.H. ±10 OR IxBFASCIA EV. =i -1 - .- (*/-)h BRKFsr MSIR BR � __ - 2"X�i" FIT BEAMS Z .. _ _. 1�-- 12 ® lei"O.G.W/VENTED BEDROOM�►2 A. --- - - PL HT PL HT — 12 O OVER 0 PL HT - -� ._- -` _ _-- - 12 12 VINYL SOFFIT BRD �. -01 m — _..�_, ,-0,-/ OR OR GARAGE _ a�- — �L HT ID"SQUARE HB46 PERMA -O' `- I I 8'AZEK I I l .i l�Y z OH. '-- J I I FRIEZE BD. I I ,� 5Ql1ARE FLAT CAP W/ � (n r F.' 1�11 I. I I I I I ��_ BASE(OR EQUAL)- O Lt I=I-, 11-i L I ll � TMASTaz 1� CORNER COLUMN TO BEOf 11 1111 111 Hill Ili I 7FTBEDROOM 4 4 i in 11111 PROVIDED W/SPLIT KIT 4 Lt WALL o a_ _I.l4 �.. WALL BEYOND = _ O 0 4 4 1 1 I I -i_'- 4 GOLurtr o 4 LL 11_ _111 .,_l.t I I Q I I I COED 1 I � GARAGE .--i-��-.1�-�_ . �_u�,i:i, =1 COLUMN o 'T=i BEYOND -1rT i 1 11111 1 1 Hill ll Il I I COVEREDcn PORCH I I l4 I 1 PORCH BEYOND gEyppmL z FRONT PORCH l;r. ❑ BEYOND E T II Ia�T1 ,' �{ V , ,lir 7511 11 11 1 1 1 N 11 I `'I� �' N. IST FLOOI;?j OIL FIN. ISV= O'-0" IST FLOOR FIN. IST FL l .t R ELEV D'-0 ELEV= O — — — ELEV= O'-0" w Ix4 AZEK TRIM I I I I Ix4 AZEK TRIM I Io I i I e I I I I HOUR RATED EXTERIOR FIRST FLOOR LINE COLIM U I I FRONT PORCH BEYOND I I I I FDI I BEARING WAIL e 1 W M--� W I I I I I A55EMBLY- 5EE DETAIL: a-s I I I I 4 I I I I I I I I I I A1.1 I w I - - - - I - - - - - - - - - - - - - - - - - - - �INF1NB5MiFLOOR IN.55MTFLOOR - --- - - - -- - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - — — —— — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - m cry C.� b O ❑ Ir'�1 TYPIGAL PORCH 5LA5 O "4"P.G.5LAB(MIN.3500 P51 GONG) REINFORCED WITH bxb,10/10 W.W.M. NATION LEFT 51DE ELEVATION (DREEZEHAY 51DE) 'TAMPaFILLTO95%DENSITY RICHT 51D� �Lv � H 316 = 1-0 3 b"= 1-0 UNIT 9 5 UNIT 9 5co l BREEZEWAY SECTION < A 1 . 1 NTS. Z U MODEL Al HOLLY MODEL A l (HOLLY) W ( ) U O 0 RID6E5 TO AL16N RID6E5 TO ALIGN _ Q R106E VENT RIDGE VENT HARDIPLANK 12 12 12 HARDIPLANK HORIZONTAL SIDING 55 9 611TTER�i a LEADERS 9 d-- .,� _ 55 HORIZONTAL 510ING W ALL 6UTTER5 a LEADERS SHALL BE BAKED WHITE ALUMINUM D32"MIN.6416E,6UTTER5 12 SHALL BE 5'SEAMLESS,0.6.STYLE NV ALL --=r 8t 5 12 t 85 _Ty_ - __, .�,-.�:: .__ RIDGE VENT RELATED a REQUIRED ACCESSORIES. LEADERS 10 RIDGE VENT ~ M N r N ao - -_ -- _ ❑ N N M d0 N SHALL BE MIN.2'x3',.021'GAUGE W/CLIPS t _ - ANCHORS. CAULK t SEAT ALL JOINTS. PITCH — 6UTTER5 MIN.1/8'/Ff.PROVIDE P.V G. RIDGE VENT�*� RECEPTORS.1 ABOVE GRADE P.TO RECEIVE _ _ LEADERS(GLOSED GAP DE516N). _- �T 10 Tw- III IN 11 111 1 1 11 12 _J ._ s ,� r GLfRESTORY L•-_ - �'-�_- ,�_- ry, 12 BEYONDWA1 BEY 12 BEDROOM 03 WALL BEYOND �� rte_.�-- �. 12 --� - '� ROOF o COVERED "- "`-`"-- `-" PORCH BEYOND Z Z Z Z Z Z 10 O O O O O O OR 1x8 FASCIA BD. . - bNL > > _-� -L--- -- _- I M5TR BR PL H BRKFST PL HT - T-'-W '` -- BEDROOM o2 PL HT 12 r T' lilillf Ili I 1 111. OH. GARAGE PL HT _ o 1•I � OH. OH. FRIEZEEZE BD. - l.i.-._!kTT-��,1(� k .' - -- � I I �_ --I,• _ 1 I I �_r' _ IAL - I 11� =r !E e MASTER BEDROOM «:1 _ z , WALL BEYOND 1 I 1 li_� 1 1 1 _zl Q �+ ,. 11 4 Z I I I 4 I I --;.I;I j�� 1. .._l.,_I]1_: _1• 6ARA6E 4 COLUMN o cOVERBD I I COLUMN® U COL"0 COVERED ti, �M FRONT PORCH BEYOND 1 r; I I OBD CO PORCH BEYOND i. I I P PORCH BEYOND I1I1 I I _ -. , . .._ . I I m _j,. _!I W w J,r.., !. I I > FIN.IST FLOOR FIN. IST FLOOR a i i-1 FIN.IST FLO W r W til FIN. IST FLOOR0'-0"— IL�i, ELEV= 0'-0" ELEV= O'-O" ELEV- — — — — �= O'-0„ ~ I Z 1x4 AZEK TRIM I I I I I Ix4 AZEK TRIM I I ` I 2U) UJI p COL"o GOVT I I I I I HOUR RATED EXTERIOR I I I y Q z I ( I I FRONT PORCH BEYOND I I I I I I I FDI cn BEARING HALLCAI I ( I F—� a I I I 1 I A55EMBLY- 5EE DETAIL: LLt i 4 i A l I I I I 2020 NY5RG-62421.8 I(503.8) ❑ W I I I I I A °j I VENTING 5Y5TEM TERMINATION LOCATION: v' THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN J INPUT OF IOp00 BTU PER HOUR(3KW)OR LE95 SHALL BE _ _ _ _ _ - - - - - -- - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - -I - - - - - - - - I MLDINHANDBUTNANAPPLANC NTHAIR NIN6INTOE I — I I I LOCATED AT LEAST b"FROM APPLIANCE WITH AN N5 INoyez to000 pp BTU PER IM OT UNFIN.BSMf FLOOR UPFIN.BSMT FLOOR— _ _ _ _ ER — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — } bi - - -- - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - � sopOOBTUPERHOUANICF, D Z I— — — — — — — — — — — — — — — — — — — — — — — — — — INSTALLED WITH A 9 INCH VENT TERMINATION CLEARANCE AND - L AN APPLIANCE WITH AN INPUT OVER 50PX BTU PER HOURZ U SHAD.HAVE AT LEAST A 12 INCH VENT TERMINATION Ur ❑ ❑ U GLEARANGE THE BOTTOM OF THE VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE 6RADE. (n ............ . W -RI CHT 51 DE ELEVATION BREEZEHAY 51 D� C � ) ZeR R� LEFT51 DE ELEVATION G UNITS,WHERE THE TOP OF THE SILL OF AN � <U OPERABLE 3/I6 it = I'-0" 3/6" V-0FSME2 G�CS ABOVE THE IN AATB2 fD LE55 2'ABOVE 2 THE FIN15HED 6RADE OR OTHER SURFACE BELOW ON THE W * s UNIT 9 6 COMPLY OF THE BUILDING,THE OPERABLE WINDOW SHALL = UNIT 9 6 COMPLY WITH AT WILL THE ALLOW •OPENINGS THAT WILL NOT ALLOW A 4 MGII DIAMETER SPHERE (n (nom °-�-` To PASS THROUGH THE OPENING IN ITS LAR6E5T OPENED0288 0 �1 FA PPOSITIONREVENTION DEVICES THAT COMPLY WITH ASTM F "0 ❑ OF NEvvy MODEL Al (HOLLY) M DEL l (HOLLY) (TIE WINDOW OPENING CONTROL DEVICE AFTER OPERATION To RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO RUY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING JO MBER AREA OF THE WINDOW MIT TO LESS THAN 51 SWARF FEET. .. 2016023 UNITS 95 (MODEL Al ) & DUET CLUSTER = SHEET NUMBER 96 (MODEL Al ) ELEVATIONS U) A I W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I ^ , Zc ' W 1�1E U U G G A O A AI-b AI-b AI-b AI-b Z V 52'-2" O o rn DIRECT VENT H E ATIN6 EQUIP, Z) V N APPLIANCE CLEARANCE 12'6" 15'-6• q'b" 14'-8" I 14'-8' 9'6' 15'b" 1.2-f 5HALL 13E INSTALLED FROM WITH THE TEGTED� (n -C N �- m2Z - DIRECT VENT HEATING EQUIP. AI.I G0F18UrTTBLE MATERIALS AS z i Q� •N rn APPLIANCE CLEARANCE APPLIANCES INDICATED ON THE APPLIANCE LABEL 0 X c M SHALL BE INSTALLED WITH THE AND IN THE MANUFACTURERS U M CLEAR,VM FROM UNPROTE GIII� INSTALLATION INSTRLXTION5. 0 y � COMBUSTIBLE MATERIALS AS LINE OF REAR C EEK ❑ ! , M 00 INDICATED ON THE APPLIANCE LABEL b _ WALL o UNIT qb P-2" ^ AND IN THE MANUFACTURERS LINE OF REAR CHEEK M " FDI 1 " cv -O r- INSTALLATION INSTRUCTIONS. D WALL 0 UNIT Ob r n V 2 a 5'-2" 4'-4"M.O. 5-2" Q 5'-2" 4'-4"MD. 5-2" FDI Q i0 2 FDI v Z HO HO I _ = TYPIGAL PORCH 5LA5 "' h •4'PL.SLAB(MIN.3500 PSI GONG) fDl E6RE`fi 3J 2 REINFORCED WITH bxb,IOAO RWM. WINDOW 2 FDI p •TAMP t FILL TO q5%DENSITY I « P FSI o Q 10" 10'8" 15'-10" 8" _ _ — I 8 cp m = _ =Ti HD Z II 2x12 FLOOR JOIST!, — — — TYPICAL PORCH SLAB m •4'PL.SLAB(MIN.3500 P5I CMJ 0 lb,O.G. (2)2X10 P.T. EGRESS °d FDI - U �— 2 I RERFoR WITH bxb,IOAO HWM, p 4'WIDE J015T II 2'x b' m 10" 13'-0" 10" FDI WINDOW •TAMP!FILL TO g5S5 DEP5ITY O SEAT.TD.SEAT SLAB SEAT 2x12 FLOOR JOISTS II ECFV=(-)I'I}• o O -,x` _ Hp 8" Is'-Io' I'-0" Io'-8' Io• LL Ln FDI 016"VOL.Q G. _ _` _ — ry I2®IOOR0C1015T5 ► 0 m — T 4"WIDE J015T SEAT.— Z6 EAT.— (2)2X10 P.T. PROVIDE FRESH R - 14 T.O.SEAT ElF/=(-)I'-I�' L ? Z ((� INTAKE TO hEGH IF -a Ip I I I FDI 1 IO""' 11 4'WIDE JOIST PER E)T 4 I I I BEAM POCKET WRAP ENDS of FDI 10" 2x12 FLOOR — — StAe•SEIAT EI vAI-)I-I I I ❑ `/ ALL T-5 4 R� __ _ __ w i�PH�AA1t18J AS �� � 4'WIDEIJO ST SEAT. ry = MT T0�AIR I GDR NV ALUMINUM AT POCKET OR FDI COPE FDI — J I PROVIDE 1/2'AIR 5PAGE ALL 51DE5 `) _ _ _ IO" ICI-8" 1 TI'-4" F r 1 I q'-b' I ° l 10" T.O.SEAT ELEV=(-)I'-I}' I - [4L' L HOT WATER FDICoo PIPI t DUCTS TO BE J TVP.BEAM POCKET WRAP ENDS OF - I 4 INSIXh A5 PER LOCAL l I I II L J II2 FLooR JOISTS I 2x12 FLOOR Jo1515 GDR W/ALUMINUM AT POCKET oR r CODE. II2x12 oOR J01 TS _ 11 / ° /2x12®IFl00R JOISTS JIII o O ol. I o O OG. ry PROVIDE 1/2"AIR 5PAGE ALL SIDES I L — FD1 mto I3'-0• r 1 q'b" I r 1 1T'4' I�-I 10'�• 0". LJ LI / \ 11 Q'-5" 1 1 13'-7" ry 10" I L �10" 9- J 15-a L I LJIII /'2x FLOOR— r — 1 4'WIDE JOIST I I \ / I I o Ib'o W3�'DIA 51ffi COLUMN —I SEAT.TD.SEAT 2x12 FLooR JOISTS 12x12 FLooR Jo15 s 2x12 FLOOR JOISTS r I I I I I c WIDE JOIST - ON 30'x 305:12'DP PG i �I I ELEV=(-)I'-1}' o Ib'O.G. ( J 6 16'OL. I ( L o Ib'O.G.AT.TD.SEAT FT6 WIN) L J (2)5�xllk 0.�FLUSH 65R L J (2)3�'XIlk LVL FLUSH 65R UNDER BEA IW HALLABOVE lBEARING WALL ABOVE — — — v 13-7 I 1 \ I L.EVo(-)1'-1�• - - - — — — �— — — C{' Sn — 15'-a" L J L �-1�" � 10„o — — — TYPICa BASEMENT 51J4B _ DA5FED LINE I TESil °®® — — •4"PL.SLAB(MIN.2500 P51 GONG) Q �/ 'WIDE JO r - 1 F DIA STEEL C.OL.IIMN ❑ W O •"mu Pmyffnt I BE VAPOR - e" 5 q" FIRST FLOOR WALLS ROVE PROVIDE SEAT.7D.SEAT r- — — --1 4 !01 • FLOOR 1 I + ONON 30'x 30'x 12'OP PG A WIDE JOIST II II SEAT.TA.SEAT (2)VXIIJ'LVL FL.U5H 65R L J (213j'XIIj'LV11 FLUSH 65R L i -J FT6(UD.N) r may= 4"COMPACTED MSRAVELST&45E - 51 - — OPENING — — ELEV-(-)P-I BEARING WALLA _ UNDER BEARIN6JNiL4LL ABOVE L J Il1NFORMLY GRADED STONE WY A I- 'i, r l ?� rr / �E — -� MAX SIZE A66RESATE OF X*- 2X12 F L J I L — SACT To qA DEISM _ � � � 01 -1 DA iy LINE INDICATES i 4 � �/ � \ / w 4'WIDE J015T — — — � � � � 4 TYPICAL$ASB�TJT SLAB m 2x4 P.T.5TUD5 L 5'-q' 3'-8" •4'PL.SLAB(MIN 2500 PD1 GONGJ ��7 �../ \\ �I UNFINISHED BASEMENT WITH 3/b"(R-I3) — — }1 SEAT.TD.5EA1F — PROVIDE FIRST LOOR WALLS ABOVE 5 I � .006 MIL POLYETNELEPE VAPOR —�. — — - -� ELEV=()I'-I' FLOOR v •e'o'GE1uNs Hr. 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ET. .ElAlTTH NTG0htt'01ND J_ 4.BATTS Mb 51.AlIKET'S�-MINERAL FIBER OR GLASS FIBER INSULATION,33/8 IN.THICK,PRE55UFtE FIT TO FILL WALL CAVITIES GARAGE AREA= 486 5Q. ET. BETWEEN STUDS AND PLATES.MINERAL FIBER INSULATION TO BE UNLACED AND TO HAVE A MIN DENSITY OF 3 PGF.GLASS FIBER ►- [_T__, 6ARA6E AREA= 486 50. ET. INSULATION TO BE FACED WITH ALUMINUM FOIL OR KRAFT PAPER AND TO HAVE A MIN DENSITY OF O.q PGF(MIN R-13 THERMAL C7 co COVERED PORCH AREA- 256 5Q. I=T. GOVERED PORGH AREA= 256 5Q. ET. IN5UI_ATION RATING). Z 5.WOOD 5TR 7UIRM.PMH.51EATHIN6-MIN lAb IN.THICK,4 FT WIDE WOOD STRUCTURAL PANELS,MIN 69APE-C-0-OR'SFEATHIN5'. Q INSTALLED WITH LONG DIMENSION OF SHEET(51RE%TH AXIS)OR FACE 6RAIN OF PLYWOOD PARALLEL WITH OR PERPENDICULAR TO Z STUDS.VERTICAL JOINTS CENTERED ON 5TUD5.HORIZONTAL JOINTS BACKED WITH NOM 2 BY 4 IN.WOOD BLOCKING.ATTACHED TO ('D U D N 5TUD5 ON EXTERIOR SIDE OF WALL WITH bD GEMENT COATED BOX NAILS SPACED b IN.Or,AT PERIMETER OF PANELS AND 12 M.Or, ALONG INTERIOR STUDS. 6.EXTERIOR FAGRI65-INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION RGTMTIONS.ONE OF THE FOLLOWING EXTERIOR FA IN6515 TO»E APPLIED OVER THE 5HEATHING: U �\ o ED SRF G.WOOD STRUCTURAL PANEL OR LAP SIDING-APA RATED 5101%,EXTERIOR,PLYWOOD,055 OR COW051TE PANELS WITH VE ER FACES AND STRUCTURAL WOOD CORE,PER P51 OR APA STANDARD PRP-108,INGLUDIN6 TEMURED,ROUGH SAWN,MEDIUM DENSITY Q �� �� Gly CA 2020 NYSRG-R312 2.1 Y BRUSHED,6RWvW AND LAP 51DINs. ° IN D41.LIN5 UNITS,H13RE THE TOP OF TIE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LE55 THAN 24"ABOVE THE FINISHED FLOOR AND GREATER THAN T2'ABOVE THE NOTE: WOOD��-PEGII=IED IN UL'RATED DESIGNS ARE MINIMUM SIZES.L.AR61_12 DIMENSIONAL W ar- FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDIN6,THESTUDS CAN BE�•�UB�JTITUTED. U N OPERABLE WINDOW 5HALL COMPLY WITH ONE OF THE FOLLOWING: NOTE: UL#35b 15 IN COMPLIANCE HITH FRE=RE515TIVE RATIN65- AN51NL 263 A5 PERlM2 U) F A) •OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER 5PHERE TO PASS THROU6II THE MULTIPLE LVL GIRDER CONNECTIONS: OPENING IN ITS LAR6EST OPENED POSITION' •FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2080 FOR ALL MULTIPLE LVL GIRDERS,LA6 BOLT Mf WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL ONE HOUR RATED EXTERIOR n : n " DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR l TOGETHER YJ/ I/2 BOLTS ® 2-0 OL.,2 MIN, OPENING AREA OF THE WINDOW UNIT TO LE55 THAN 5.7 SQUARE FEET. JOB N BER FROM TOP a BOTTOM, d MIN. 4" FROM ENDS WALL RESISTIVE ASSEMBLY 1�5. A- 3- w2016023 2020 NY5EC-00 5E(,TION R 403.3: 2020 NY5RC-6242'16 b) NOTE: EF =EXHAllSTFAN= �R`L•CON RAGTORZ5 AND SUBCONTRAGTOR5 TO VENTING 5Y5TEM TERMINATION LOCATION: Q SHEET NUMBER SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MIN.R-8 2020 NYSFC4G SECTION R 402.4.1: UNITS 9 5 (MODEL Al ) & DUET CLUSTER PROVIDE SPRAY REVIEW THESE GONSTRUGTION DOCUMENTS UPON RECEIPT - ITE PENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT NOTE"V": NOTE: NOTE "5": HD= HOLD DOWN 50 CFM INTERMITTENT OR FROM ARCHITECT AND REPORT ANY AND ALL �QTS OUTSIDE THE THERMAL ENVELOP SHOULD BE MIN.R-6. AN APPROVED HERS RATER TO OF 10000 BTU PER HOUR(3KW1 OR LESS SHALL BE LOCATED AT LEAST Cl •ALL DRYERS TO BE VENTED FOAM INSULATION IN NOT WINDOWS SHALL BE 5TAIR MANUFACTURER TO DE516N 5TAIR5 TO ® 20 CFM coRnN ov5 DISCREPANCIES INCLUDING ANY DIMENSIONAL CONFLICTS, -5EALIN6 15 MANDATORY FOR DUGT5,AIR HANDLERS,AND FILTER BOXES. PERFORM AIR INFILTRATION,DUCT b'FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN APPLIANCE WITH TO OUTSIDE AIR PER GODS ALLMEET ALL APPLICABLE CODES AND TO -JOINTS 5EAM5,AND CONNEGTION5 5HALL COMPLY WITH SECTION M-1601.4 LEAKAGE,AND COMBUSTION SAFETY AN INPUT OVER IOPOO BTU PER HOUR BUT NOT OVER 50,000 BTU PER •ALL WASHER ro BE GARAGE CEILING® ANDERSEN 200 SERIES IMMEDIATELY TO ARGHITEGT FOR GORREGTIVE OF THE 2015 IRC. TESTING AND PROVIDE A YB2ITTEN HOUR SHALL BE INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE, PROVIDED WITH DRAIN PANS LOGATION OF REPORT ANY DISGREPANUES AND CONFLICTS - ®2 CARBON MONOXIDE MEASURES PRIOR TO CONSTRUCTION.DO NOT SCALE AND AN APPLIANCE WITH AN INPUT ODER 50,000 BTU PER HOUR SHALL HAVE 96 (MODEL Al ) FIRST FLOOR PLAN TO THE ARGHITEGT PRIOR TO 5TAIR FABRIGATION. 0 DETECTOR DRAHIN65.DIMEN51ON5 5HALL BE CALCULATED AND -DUCTS SHALL BE PRESSURED TESTED TO DETERMINE AIR LEAKAGE BY REPORT OF THE RESULTS AT LEAST A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF THE U) A3 BEDROOM ABOVE 6LAZIN6NEVER SCALED UNLESS OTHERWISE NOTED. ROUGH-IN TEST AND A WRITTEN REPORT OF THE RESULTS 5HALL BE 516NED VENT TERMINAL AND ITE AIR INTAKE 5HALL 13E LOCATED AT LEAST 12' W �p SMOKE DETECTOR BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. ABOVE 6RAVE• 0 . COPYRIGHT GRCH ARCHITECTURE F.C. 2017: ALL RIGHTS RESERVED Z C ' W r'1 j 8. G A 0 --d A G z U a- AI-6 AI-b AI-b AI-b Z c n m 52'-2" 52'- " O 4--dfn ti v � ��"� U •c N rn m-la Ir-2' Z U cci Lo O >` x M U Qcu LL) cu `- N com ❑ U " co n � v a — — — — — — — — — — — — — O I HOUR RATED EXTERIOR BEARIN6 WALL II'-0'PL.HT. A55EMBLY-5EE DETAIL: n3 I 1 I :o II'-0'PL.HIT . - - - - - - - - - - - - - Z 0 II'-0'PL.HT. I I 11'-0'Pt..Hr. co 302 DH I o I z IIIIII m - (:2)2'Xb' a I il'-0°PL.Hr. I O a'-0'PL.Hr. — — — — — — — A1.I 385 DHI LL Ln - g - III III H CJ o Ib'O.G. I — _ �I)= O II L - - 4 I I ❑ 4. IL-0. N b• I I I , . - - - - - - - T-0"PL.HT. II III w q'-0'CEILING Q I b BEDROOM #3 - I I 1 OR 2x6 GJ o Ib• II�II�III II 1I II l av 4 4• II II II I I " II'-o" 4' 2' XROL 0" 4NI —I QI oH. BEDROOM #3 I II o ry e O I I I I I j I I I I b� b• 5-4" 4" 4 5-4- 4• I I IF I�I b l 4 4 I I I I X, 1 I I I i�I�I w w JJI l- _I J I_ m `n hk I I I 36'H16H o - - - I � I I I I I I m I I I RAILING II � L -r�� �- - - -� - - -r ®5 b" - - - - -II I -� Q l-I- -I Ili I � ❑ �.•1 0 I2'-loD . �, - - - m q'-0'CEILING I I > u'-0"PL.Hr. ON 14RLOFT 36"HIGH 3 I I I — — — — — ® RAIUHr — I - - - - -� 12'-l0„ 1 �► I I ILOFT X .GEILIN6 `r — — — — —I I I I ? g 0 ®� I I / q'-0'GEILiN6 I I I \ N = ATH 4 d I I u'-0'PL.Hr. I \ / 14R ON — I �S .0 3'-b" 4• — — — L — — J � UPPER GREAT �. L — —1- — — — ROOM _ r L � � rLA� �`�� �i� � I I I I I �- - - - - -� . � z U O o _ -J� I i �-— - - `r ® q BATLINs � _ c� \ i I I III i PRS II IIS it II I eR6 UPPER CREAT — — — / —\ I U II F- -II I � - - - -1 I ROOM _ -� _ � I p I I I raG I 4"I I 4--b- b" II'-0" I 2 - 4' q�" I I I I L _ _ II'-0'PL.HT. I I I I — - - - — i I II II - - - - - - - - - - —J \INTBR&PRTN r II II I I II FO-1 L — — S Y4 x�14N'TLVL CARDER I 1 I GLEERRE5T�ORY WALL I I I I q'4" 4' 2'-6' I I I'-0" �' b" 4'b" I i 4" i [1'-0*PL.HT. QT II F- I DH e ROOF BREAKI 4 (3)3 I I ROOF III CLERESTORY o I B 040 I III AI b I u AI 6 M-101 HD HT ❑❑ — I IL SYa'xi 'LVL 6IRDER _ — JL I I .. � � r` r ao I - - I I I I ZD -11 I ( D N N M 06 N L- - - �— - - — — —� — — _ — - - - - — — — — — I I I I I I 0)3MDH S I Ro qI�BREAK B I W-0'PL.HT. I I o I1'-lo'HD HT AI fi GLE STORY WALL AI b — — — — — — — — — — — — — i t7 I I 1 II II II II II_ -1L ll i 0.0'PL.HT. I I 1 I I I II �� II it II 0 00000 TU � CEJ II II IL �Ir a z aLu I ALI CL 12'-2' 12'-a" 12'-a" 12'-2" 12'-0" 11'-4" Q O W Ir Ir O Y W W LLl 54'-2" 54'-2" 0 Z CD A C G A `? AI-b AI-b AI-b AI-b W n 0 v ❑ O = UNIT 96 UNIT 9 5 J U 0 w m Un MODEL Al (HOLLY) MODEL Al (HOLLY) z 0 o SECOND FLOOR PLAN SECOND FLOOR PLAN 0 REDARc 3/16"=1'-0° LIVING AREA- 32q 5Q. T. 3/16"=1'-0° LIVING AREA= 32q 50. FT. U �oeeRr�y� w TTOTAL LIVING AREA TOTAL LIVING AREA . FT. 1 999 S SEE ROOF PLAN FOR ALL 5TRUCTURAL FRAMING INFORMATION 15999 SQ. FT. Q ❑ 9 �O O N E� I HOUR RATED EXTERIOR BEARING WALL A55EMBLY- 5EE DETAIL: e -19 NUMBER 020 NY5RG-R3122. w 2016023 NOTE: 2THE ENGINEERED J015T EF =EXHAU5T FAN: GENERAL CONTRAGTOR5 AND SUBGONTRAGTOR5 TO ONE CARBON HONOXIDE ALARM IN NEW IN'ABOVE 6 UNITS,WHERE LO TOP OF THE SILL of AN OPERABLE WINDOW OPENING IS LOGATHE SI THAN RT < 24'ABOVE THE FINISHED FLOOR AND GREATER THAN 12'ABOVE THE ALL COMPLY GRADE OR�SURFACE UNITS 9 5 (MODEL Al ) & DUET CLUSTER Q SHEET NUMBER HD= HOLD DOWN 50 GFM INTERMITTENT OR REVIEW THESE CONSTRUCTION DOGUN7£NT5 UPON RECEIPT ONE AND TWOfAMILY DWELLINGS, BELOW ON 1T�EXT6210R OF THE BUILDING,THE OPERABLE WIt�OW SHALL CAMPLY WITH ONE OF THE _ 5HALL NOT BE GUT, rNOTE115": MULTIPLE LVL CARDER GONNEGTION5: ® 20 CFM GONTIW6 FROM ARCHITECT AND REPORT ANY AND ALL TOWNHOUSES AND DNH.LIN6 UNITS IN FOLL�IN&:NOTE: NUFACTURER TO DE516N 5TAIR5 TO FOR ALL MULTIPLE LVL CARDERS LA613OLT 6ROUP R-2BULDIN65(COND05 d Z NOTCHED AND HOLES DISGREPANGIES INCLUDING ANY DIMEN510NAL CANFLIGTS 'OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMET82 SPHERE TO PA55 THROUGH THE OPENING IN ITS g6 (MODEL Al ) SECOND FLOOR PLAN ALL WINDOWS SHALL BE �� � ��' „ Go-OPS)AND UNITS oT�FOR SALE, LARGEST oPEHlED Po51TI0N.BORED UNLE55 APPLICABLE GODE5 AND TO TOGETHER W/ 1/2 BOLT5 ® 2-0 O.G.,2 MIN, cot IMMEDIATLEY TO ARGHITEGT FOR GORREGTIVE IN THE IMMEDIATE VICINITY OFANDERSEN 200 SERIES ® CARBON MONOXIDE 'FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 20gO5PEGIFIED BY THE ANY D15GREPENGIE5 AND GONFLIGT5 p=TEMPERED FROM TOP 4 BOTTOM 8 MIN. 4” FROM ENDS DETECTOR MFA%RE5 PRIOR TO GONSTRUGTION.DO NOT SCALE BEDROOMS,ON THE LOWEST FLOOR mf WINVOW OPENING CONTROL DEVICE AFTER OPERATION To RELEASE THE CONTROL DEVICE ALLOWING MANUFACTURER PER TO THE ARCHITECT PRIOR TO STAIR FABRICATION. GLAZING DRAWINGS.DIMENSIONS SHALL BE CALCULATED AND L CONTANIN6 BEDROOMS. THE WINDOW To FULLY OPEN,SHALL NOT REDUCE THE NET GLEAR OPENING AREA OF THE WINDOW UNIT TO W CODE %o SMOKE DETECTOR NEVER 5GALED UNLE55 OTHERH15E NOTED. LESS THAN 5:T 5WARE FEET. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED A4 zC ' W ^ E U v O o V � _ 4J = o � � L 0 "t N 4--d V) ti U > r 17) �O :!::� N >: I U) via) Z _ z U S ci Lo A G G A Q w c C? AI-6 AI- AI b AIAI-6, o Z W) (oo El0 M LL cM0 W-8'HIP WIDTH Ib'-2"FA561A WIDTH Ib'-2"FASOA WIDTH Iq'-8'HIP WIDTH (D 0- II'-0"PL.HT. I AH 4� - - - - - - - - - - - - - r�r II'-0"PL.HT. z ALIGN FAGIAS I �+� � N O - - - - - - - - - - - — U I HOUR RATED EXTERIOR N'-0'PL.HT. AI-s I o �\e I BEARING WALL 1 Z) ry L J L 4 JI ALI6N FACIA5 I x +\ry I A55EMBLY-5EF DETAIL: N q' N (�y z -0"M.HT. II'-0'PL.HT. I Q%po 0` I I O Ir-0'PL.Hr. Ln 11 �� 12 12 — — —= — — — = = I II'-0'PL.Hr. q'-0"PL.HT. 1.-0. = p l J x10.RR 0 16 oG. 2x10'RR® 'OG:: : ::: '. N a�,r �_ g I II I Q ' II'-0"PL.HT. ❑ III N sA \e N r — — — -- _ —_ — — I -17 i — =�(�= _ — — — 12 g 12 II c� x — — (— p] CNNI'-0' 121 12 I'-0' c� OR Z\e 4 N 2xt0 0 I6 OG. a 2x10'RR 0 I 11 � `_D � �- N � III �i 2x8"RR 2x8'RR -� I ti e I N A ® r n D - I 12 12 IF 171 1 ( OR L t 135� �1135 �a I I I �. L —JI I I�AQ �' (3)2'x10'F GIRDER �'' 1 I I 2x8"RR r 4 r -r •• 2x8 RR W A5P41ALT TtOOF 5HIN6LE5 `� '-� ® 2 ®12 oc. — — I I I I I I (3)2X4 P05T — I I I IN I I I U+ ODER HIP GIRDER i� L �U _ - I I I I � t 135 — t 135 PLYWOOD SWARM / IPS L _ L J � L / ® �'� �,� 1'-b" I I C4 (3)2NIO' 61RDER 2x12"RR 016 OG. RI06E5 TO ICN GRIG OOF — — — — / I // I I I I ❑ W I5s ROOFING F3T PAPER / I I I I OH. 1' /� I p ® (3)2X4 P05T X �� / I I cv I — y I UNDER HIP 61RDEIR I I O %TMI ICE t WATER 5HIE D PER MWACTIIRERS SPECS.TO / ROOF FRAMING I I I I / L N I I i III 1 MAINTAIN PRODUCT WARRANTY. _ : CARRY D"FRM OF FA-161A- I 2X12 R106E BM W/VENT I r —= — — —, I I �I�C ® ` L -L J ILS I MN 4'TYPICAL / —F Y, ' —12— —1 ^ 2XIC!�C 16 �,j 0.40 ALur�"DRPT�sE GRI ROOF RID TO ALIGNA I 2x12"RR 0 Ib OG. U c1w / L _ — _�� _— — — I RIDGES ALIGN / I u'-0"PL.HT. AErff&V.EA 44 5OFFIT B _ 2X12 RID6E BM YU VENT _ I I I ■r �1u'. F�� AE EAC#1 SOFFIT BEAM I I C — I r 2x10'W 0 OG. — �� I Q �1 ) I II FJ I I F _ _ ,-- 1 11N II < lry+,� �/ IIIA � I _ � . oma/ I{ 1 � — - - - -II _ — �- U _ II'-O'PL.HT. \ ,/� RIDGE 0 ALIGN — — —�— — — J L_ o'� -= w N / @, �{ L - - - - -� —� ► I II I c� I \ IF _ I sIi J I I O AFT'LY ICE t MTER SHIED N �, „�RODF T APS ;:.;.::;::::;: I I �. I I .• C� oma. THE AIR AT I I I µ THtTTJ of 40'F ls•c)ORPt TREATH7 5oTfPT 0 Ib — ( — - ., T-2'PL.HT. I 4 0 0 — 1 I I - I I I I I I ...... .. : fFWW AZEI SOFFIT - - FASCAA80ARD BOARD WT COPY. 1 I I I I I I I I I' J� I I ` - - - - J OH• I iV IOR LQ ;;.`a.�ti¢»:,::a:>::;::;:;. VEWW OR VBM — — U-( 2•xlo•PT GIRDER ;' >>;;; VINYL SOFFIT >:;,,;:. .: o I l'-2'PL.HT. 11. ROOF BREAK I I I V I I I ROOF BREAK I L _ oH. L - - L I I � I2 r .�-- _ —� DETAIL 1 —� 12 , 11 I I c , 11 I I I I I M o n M B 2x12 RR 0 Ib OG. 2x12'RR 0 Ib AIS 4 1 I I I I I ¢ N N AIb - 1_.: � � I I o NM10N NOT TO SCALE A- 5 I I i 1,-0. 12'0"DORMER WIDTH 2--b- I . I — — (2)2'X10'Pr GIRDER — — I ROOF BREAK I I I L � — _ —J I — RooF BREAK N I IOH. II'-0'PL.HT. 1 — — I I'-0'PL.J —I-1 Co. N L� 12 12 I I - - I — 12F— LL12 I L -i TYPICAL ROOFIN5: — — I 12 12 1 4 I "`:� I Q II I'RR 0 1 . 2x12'RR 0 ARCHITECTURAL SHINGLES — — -T— — — — — — — r __,T2-12PsL_Izl� _ _— a I I q'-O'PL HT.AFF. I I 1 I — AI-6 I I 1 I AI b 15*FELT UNDERLAYMENT L J — — — — — — — — — — =1 AL16N FAGIA5 N 2'b" 1121-01 DORMER WIDTH I r-0' Ir-0" VT PLYWOOD SI�ATHIN6 I OR ALIGN FAGIA5 I I 1 I� OH. I-�- IIIL-0"PL.W. II'-0"PL.HT. b'(R-Iq)BATTS Q 1 1 12 m 12 0 L _ J L _I CONTTN10U5 ABOVE 2x10'PRO Ib OG. 2x10"RR 016 OG. 1 I12 8' - _ � F-- 12F— — — ro" D II II a 7 I — -T - - - - - - �- - - Z Z Z Z Z Z XI2 P.T.GIRDER _ 2'x 12'CEIL JOISTS OR I " I L J — _ _ — _ _ _ — — — L J 0 16'OG I q-0 PL.HT. i'-O' I N ALIGN FAGIAS 4 p - O O O O O O T-0'PL.HT. I I oH. 1 - - cn in m D S2 2'x 10'ROOF RAFTERS 0 IV OG L _ — _ _ _ _ _ _ _ —, 1 I 1 2xl0"RR®Ib oc. 2x10"RR®Ib a. I �� � � � � � � - - - - - - - - - - - - I I MIN(6)PER CONNEGTION OF 1 I 1 I " DIA LA6 BOLTS OR x 0 x10" R 0 I , q'-0"PL.HT. N ROOF RAFTER E CEIL J015T 4 I ( q'-0'PL.HT. o \\\ (TOP d BOTTO" - - � 0 x10" R x H2-5A 51N05ON CONNECTOR5 0 Q EA ROOF RAFTER 4 W q'(R30)BATT5 U q•(R-30)BATT5+6'(R-1q) A G I G A BATT5 a COMBINED INSULATION AI-b AI$ Ai.l W Q AI-b AI-b O m VALUE OF(R-4q) 6YP BOARD ON > = Q W �1 W W WALL5 t CEILING Z U 0 GREAT ROOM YVEK IBU LV N19 RAP VER U _ •�PLYP'°°D�THIN9 UNIT 9 6 UNIT 9 5 w 2'x b'EXTERIOR WA11.5 W/ b'(R-2D BATT INSUATION MODEL Al (HOLLY)- MODEL Al (HOLLY) 6i SIDE VIEW SOFF U H2-5A SIMP50N CONNECTORS 0 'T EA ROOF RAFTER ROOF PLAN ROOF PLAN } Z m 3/16"=1'-0" 3/16"=1'-0" z Q 0 0 U) 9 v� w BRED A 2'x b'EXTERIOR WALLS IN 9 I_ �C,�S� BERT c 6'(R-21)BATT INSULATION Q DIA LA6 BOLT5 MIN(b)PER CONNECTION OF w ROOF RAFTER 4 GEIL J015T 0 (TOP Q BOTTOM) W 2'x1 "C IL JOISTSo J 2•x 10"ROOF RAFTER �F NEvvy 0 16'a JOB BER PLAN VIEW 16023 di A'T'>=R5 LEADED DUET CLUSTER Q SHEET NUMBER ALL GUTTERS d LEADERS SHALL BE BAKED WHITE ALUMINUM ALL UNITS 9 5 (MODEL A.1 ) & RAFTERS TO MIN.GAUGE,C�UfTERS SHALL BE 5 SEAMLESS,O.G.STYLE I^U ALL INSTALL ICE AND HATER 5HIELD PER DETAIL OF ROOF RAF 2 RELATED 4 REQUIRED AGCE55ORIE5. LEADER5 SHALL BE MIN. MANUFAGTURE'5 5PECIFIGATION5 TO BUILT �ANOTHER z 2"0",.0217 GAUGE IN CLIPS d ANGHOR5. CAULK d SEAL ALL MAINTAIN PRODUCT WARRANTY 9 6 (MODEL OOF PLAN Z5 HIGH CEILING OIST CONNECTION JOINTS. PITCH GUTTERS MIN. I/8'/FT.PROVIDE P.V.G.RECEPTORS Al )) J A- 5 8"ABOVE GRADE TO REGEIVE LEADERS(GLO5ED GAP DE515N). w NTS. A5 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED