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46521-Z
��o�S�EFaLk Gy Town of Southold 8/22/2022 a P.O.Box 1179 o • 53095 Main Rd �y�►� �o�. Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43342 Date: 8/22/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 15 Farmstead Ct Unit 52, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-26 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/23/2021 pursuant to which Building Permit No. 46521 dated 7/1/2021 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 attachedag_rage as applied for. Unit 52 The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0106 7/5/2022 ELECTRICAL CERTIFICATE NO. 46521 8/10/2022 PLUMBERS CERTIFICATION DATED 8/8/2022 AhSXtkfolNumbing Co ctors Inc (70 d Signature sE l�.c TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE SOUTHOLD, NY xX 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#: 46521 Date: 7/1/2021 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#52, B-1 model) At premises located at: 15 Farmstead Ct Unit 52, Cutchogue SCTM #473889 . Sec/Block/Lot# 102.1-2-26 Pursuant to application dated 6/23/2021 and approved by the Building Inspector. To expire on 12/31/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,704.80 CO-NEW DWELLING $50.00 Total: $1,754.80 B u i I d i n' '�"n_spe Inspector 1 Form'No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: '1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of l%lead. 5. Commercial building, industrial building,multiple residences and,similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed`site plan requirements. B. For existing buildings(prior to April 9,, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual riatural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory'building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: rCtQkvl S � House.No. Street Hamlet Owner or Owners of Property:,_ tXo� ✓ G ,Q�t/�/gyp � '`�• �.LC�. Suffolk County Tax Map No 1000, Section k . a Block 02: Lot CW(10 0bdivision Filed Map. Lot: ��a h ) Permit No. Date of Permit. Applicant: /�koy Health Dept. Approval:_ ex il ��Underwriters Approval: Planning Board Approval: 'Request for: Temporary Certifi ate. Final Certificate: h k one) Fee Submitted:$ A Lica t i,g, tii CONSENT TO INSPECTION �hovLb�"�A-� the undersigned,�n d,do(es)hereby state: Owner(s)Name(s) That the undersigned (is) (are)the owner(s)of the premi es inCAe T w of Southold, located at S }e which is shown and designated on the Suffolk County Tax Map as District 1000, Section D)�.0 r ,Block._ Qj Lot CQ?_ . That the undersigned(has) (have)filed, or cause to be filed, an application in the Southold Town Build' Inspe tor's Office for the filloowino That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances,rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances, rules or regulations of the Town of Southold. AX4"--- Dated: (� a e) 9 ( rmt N e (Signature) (Print Name) aF so�ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 iQ sean.devlin(cD_town.southold.ny.us Southold,NY 11971-0959 Ol�CUUos`�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 15 Farmstead Ct Unit 52 city:Cutchogue st: NY zip: 11935 Building Permit#: 46521 section: 102.1 Block: 2 Lot: 26 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 1 st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 46 Ceiling Fixtures 24 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 7 Wall Fixtures 6 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 15 Heat Detectors 1 Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 1 Transformer UC Lights 4' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 1 Switches 3$ 4'LED Exit Fixtures 11 Pump Other Equipment: Fridge, Oven, Micro/ Hood, DW, W/D, Gas FP, 150A Panel 30 Circuit/25 Used Notes: New One Story w/ Unfinished Basement Inspector Signature: Date: August 10, 2022 S.Devlin-Cert Electrical Compliance Form �OF S0 Town Hall Annex A Telephone(631)765-1802 54375 Main Road N Pax(631)765-9502 P.O.Box 1179 Q Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOFT. HOLD CERTIIFICATION Date:- Building Permit No. Owner: mb A _ a LA-C (Please print Plumber: A su-40 iv- (Please K(Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of-_k20 a Notary Public,_�U' v��`G -County /°V4�"L Fi10 I,IN NlOia-� Public,State of New York Rea.No.01 FI636836i Quairkad in Suffolk County Commission E4)u,3_j;;L , �d� IA� �OFSObIH u� ,fes S # TOWN OF SOUTHOLD BUILDING DEPT. �`yrourm ' 765-1802 Q INSPECTION [ OUNDATION 1 ST [ ' ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [` ] FIRE-SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL.(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ?A4A S� v � fl DATE W INSPECTOR * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION. [ ] FOUNDATION 1ST [ ROUGH 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 REMARKS: s1AIA11Av v� � 1 VYYV'C DATE 13 �Z INSPECTOR o�aOF SOUIHp 10 ✓Z 1 15 M - CT - * f TOWN OF SOUTHOLD BUILDING DEPT. , courm, 765-1802 INSPECTION [ ]. FOUNDATION 1ST [ ] ROUGH PLBG. [ .] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [" ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION = [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE_ INSPECTOR gr�/ # # TOWN OF SOUTHOLD BUILDING DEPT. �ou►m? 765-1802 INSPECTION ., [ ] FOUNDATION 1STVINSULATIOWCAULKING OUGH PL13G. FOUNDATION`2ND [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ,/< L&,tt000f s �- DATE 3 S ?,7- INSPECTOR SO(/lyo 6�Zr * TOWN OF SOUTHOLD BUILDING DEPT. coorm, 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) NA/ - ELECTRICAL (FINAL) [ ] CODE VIOLATION [/ ] PRE C/O. [ ] RENTAL REMARKS: DATE d 2 INSPECTOR Of SOUIyo� tJ 1 TOWN OF SOUTHOLD BUILDING DEPT. �ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU H PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/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: C, oz DATE l YL INSPECTOR GFtCH ARCHITECTURE PC 3750 EXPRESS ERNE SOUTH SUITE 202 �jISLANDw 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#52—Permit#46521 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. qGleherveny, submitted, ED A�qc \5 BERT oy�y X ���` ALF C� (� 2� AIA, LEED AP yToFNE F ��O GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202. ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 May 01, 2022 Town of Southold Building Department 53095 Route 25 PO Box 1,179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit#52— Permit#46521 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. 4GIe ctfully ubmitted, .�ERE�ARC,S, RT C9 2.c herveny,AIA, LEED AP aI N 1. 02381 �FOF NES MECNANICAI 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 s' 20 Feldland Street, Bohemia, NY 11716• (631) 563-1298 • Fax: (631) 563-2954 r i CRCI-I ARCHITECTURE PC r 5750 EXPRESS DRIVE SOUTH SUITE 202 ` ISLANDIA, NY 11749 Tim W W W.GRCHARCHITECTbRE.COM (63111864-3395 . 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 requirements of the New Y� rk State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation i Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 X" (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed CII Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke development index less than 450 in accordance with ASTME84. Draped Foundation WalI l Insulation Blanket (Residential Code Section 8302.10.1 Insulation materials, inc uding facing shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. . Provided/ Installed: "Ecotouch Flam I Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espectfu ly submi ed, BRED A&C, aee>�T Cyd Glen Cherve. y IA, LEE AP Principal I �x"9 023813 0� ��cOF N��y�l Hoene Energy Rating Certificate Property HERS Juniper B - Unit 52 Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2022-08-04 Rating Number: MC121 15 Farmstead Ct Registry ID: 729328328 Cutchogue , NY 11935 Estimated Annual Energy Cost HERS Index: 53 Efficient Home Comparison: 47% Better Percent Use MMBtu Heating 53.7 Cost Cost$107 8% General Information Cooling 0.9 $54 4% Conditioned Area 3260 sq. ft. House Type Townhouse, end unit Hot Water 11.0 $12 1% Conditioned Volume 31155 cubic ft. Foundation Conditioned basement Lights/Appliances 21.8 $1046 78% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $120 9% Mechanical Systems Features Total 87.3 $1339 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 25.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 143 cfm, 30.0 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI ECCC New York State 2020 Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0. , SHGQ C: 0.306 Above Grade Walls R-21.0 Infiltration Rate 1484 CFM5i0(2.86 ACH5 Foundation Walls R-13.0 Method Blower dor Michael Fauci 1,484 CFM x 60Min/hr=89,040 / 31,155ft^3 =2.86 ACH@50 Pa Energy Testing Services Lights and Appliance Features POV 1648 Locust Ave, Unit E Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY, 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Ext. 105 Refrigerator(kWh/yr) 568 Clothes Dryer CEF 3.94 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: - REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. NY-ECCC 2020 Certificate 15 Farmstead Ct, Cutchogue , NY 11935'" �J Building Envelope Insulation Ceiling R-37.7 Above Grade Walls R-21.0 Foundation Walls R-13.0 Exposed Floor NA Slab R-0.0 Edge, R-0.0 Under Infiltration Htg: 1484 Clg: 1484 CFM50 Duct NA Total Duct Leakage 25.00 CFM 25 Pascals Window Data _ U-Factor SHGC Window 0.320 0.300 Mechanical Equipment } HEAT: Fuel-fired air distribution, Natural gas, 95.0 AFUE. COOL: Air conditioner, Electric, 16.0 SEER. DHW: Conventional, Natural gas, 0.69 EF, 75.0 Gal. HERS Index: 53 Builder or Design Pr ssion l Signature - REM/Rate Residential Energy Analysis and Rating Software v16.0.6 Ll� 5-41 Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 15 Farmstead Ct. City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2022-08-04 Outdoors Temp During Test: 91 OF CAZ Depressurization N( OTE: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 D Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eRt[ng SySterir? Prima Yes ✓❑No❑ Type: FurnaceF7 Boiler❑Heat PumpQ Other i�ha-me _" -:S ills e.;..: CO :CO. E mien ael T.yne. ----Y Ctrcle Fa :.;:c,•:,: ::. 'P.ascat orstCase aiuia! . orst:Case aturdl Rating:95 0 NR]P❑O❑E❑ NCCN s_0 N/A Pa. Pass❑✓ Fail❑ Pass@Fail❑ N/APPM NIA PPM ✓� Tvm: Standard Tank ✓5idirect�Tankless❑ Size: 75.0 Style Common Vent Yes ;TFt er,11eater- >;; Primary: No InstantaneousOCommercial (See Note5below) (Gallons) Stand Alone ❑✓ 9 ' 1. Veritlpe.Tvnej '- ra Sinllaee:''•; ,atriral) CO ;.Cp' •: tcien :F el e. :•; (Clrcle` . e. (Pascbl: :(Worse:Case) : (If!orse Case (Mandal ;. EF: 0.69 NOP❑O❑,E❑ N❑M❑S❑✓ N/A Pa. Pass Oven Pass�Fail� NIA PPM N/A PPM Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes]z No❑ Oven CO 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 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 test is 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 S le: Commonly Vented with Heating System or Stand Alone Inde endentl Vented or Orphaned) s 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;40 1F:_�c,G Date: 2022-08-08 Manual S Compliance Report Job: -f�- wrightsoft° p p Date: Jul 22,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-2442627 Email:r.b.delfino@energytestingsarvices.com For: Unit 52-15 Farmstead Ct., Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: B3.0°F 'Sensible gain: 15312 Btuh Entering coil DB: 75.7°F Outdoor design WB: 71.0°F Latent gain: 2546 Btuh Entering coil WB: 63.3°F indoor design DB: 75.0°F Total gain: 17858 Btuh Indoor RH: 50% Estimated airflow: 700 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 700 cfm Sensible capacity: 14700 Btuh 96%of load Latent capacity: 6300 Btuh 247%of load Total capacity: 21000 Btuh 118%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 30808 Btuh Entering coil DB: 62.9°F Indoor design DB: 66.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 638 cfm Output capacity: 36800 Btuh 119%of load Temp. rise: 53 °F Meets all requirements ofACCA Manual S. 2072-Jul-2214:38:57 A*-P�•wrightsoftl Ri hlSuite®Universal 2018 18.0.32 118=0118=0668066 Page 1 / CIS...Rimor Model B MAN JSD1Rimor Model B MAN JSD.rup Calc=MJ8 Front Door faces: W ' Residential Examiner Review • RIPER 1 VK.® for — Design (Loads, 15Mar09 "pY W dwtpCa¢amsdMniot Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes E] No E] Mechanical license: or MJ1AE Form'(and supporting worksheets): Yes ❑ No❑ OEM performance data(heating,cooling,blower): Yes [] No❑ Building plan#. Manual D Friction Rate Worksheet: Yes r7 No E] Duct distribution sketch: Yes [3 No E] Home address(Street or Lot#,Block,Subdivision): Model B (Juniper), Entire House HVAC •.D CALCULATION Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 OF Orientation: Front Door faces West Indoor temperature: 68 OF North,East,West,South,Norlheast,Northwoot,Southeast,Southwest Total heat loss: 30808 Btuh Number of bedrooms: 2 Conditioned floor area: 3306 ft2 Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 OF Indoor temperature: 75 OF Windows Roof Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 10.0 ft � Sensible heat gain: 17400 Btuh Internal shade: none Eave Latent heat gal n: 2894 Btuh Blinds,drapes.etc. 'Depth Window Total heat gain: 20294 Btuh Number of skylights: 0 • EQUIPMENT SELECTION 4, _Heating Eauioment Data Cooling Eauipment Data Blower Data E(pipmenttype: Gas furnace ETuigmenttype: SpIitAC Heatingcfm: 638 umace,He¢ pump,Sailer,etc. Ir ondhtonor,Heatpump,etc. Cooling cfm: 700 Model: Generic Model: Generic Sacpro edoUitrem: ¢Iat¢0,60 i utHo 0 AFUE 92 SEER 16t deolen airflow Heating output capacity: 36800 Btuh Total cooling capacity: 0 Stuh Heat pumps-capacity atwlntardoelanoutdcorconditiona Sensible cooling capacity: 0 Btuh Aux heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION6 Design airflow: 700 ofrn Longest supply duct: 201 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 144 ft Trunk duct Sheet metal Total device pressure losses: -0.6 in H2O Total effective length(TEL):f1 344 ft Available static pressure(ASP): 0.01 in H2O Friction„rato age=nsv+IT2.00o int100ft Branch duct: Round flex metal,Sheet metal F .tl1 declare the . . - - • . • . plan listed above, I Understand the clainns made on these forms will be SUbject to review and verification. Contractor's printed name: Contractor's signature: 'Date: 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist �T wrightsoft, Right-Suite®Universal 2018 18.0.32 RSU20066 Load Short Form Job: wri htsolFt° Date: Jul ii,zozs 9." Entire House By: Energy Testing Services.. Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:6314442627 Email:r.b.delino@energytestingservices.com For: Unit 52-15 Farmstead Ct., Cutchogue, NY 11935 Design InformatiQn Htg Cig infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/1 Design TD (°F) '58 8 Pressure/AVF 50 Pa/1017 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 AHRI ref Coil AHRI ref Efficiency 92 AFUE Efficiency 12.8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 53 OF Total cooling 21000 Btuh Actual air flow 638 cfm Actual air flow 700 cfm Air flow factor 0.023 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 0.86 ROOM NAME Area Htg load Clg load HtgAVF ClgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Star 0 56 1182 132 28 6 Bsmnt 1624 6621 733 155 35 M bath 134 1337 1259 31 59 M bed 259 2834 2247 66 106 LN 9 0 0 0 0 WIC1 33 0 0 0 0 WIC2 32 0 0 0 0 Laundry 59 301 522 7 25 Hall 48 155 101 4 5 Bed 2 178 2099 1689 49 80 Breakfast 126 3743 2442 88 115 Kitchen 132 1393 1764 33 83 Foyer 76 999 319 23 15 Bath 2 51 256 58 6 3 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Jul-22 14:36:57 wrYght,OR• RI M-Suite®universal 2018 18.0.32 RSU20M. Page 1 /1VlrP�...Rimor Model.B MAN JSD1Rimor Modal B MAN JSD,rup Colo-M.18 Front Door(aces: W WIC 25 0 0 0 0 Dining 133 1721 750 40 35 Living 330 4629 2805 108 133 Entire House 3306 27272 14824 638 700 Other equip loads 3536 488 Equip.@ 0.88 RSM 13474 Latent cooling 2546 TOTALS 3306 30808 16021 638 700 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Jul-22 14:38:57 ,w0ghtsoft• RightSulta®Universal 201S 18.0.32 RSU20068 Page 2 Calc=MJ8 Front Door/aces: W ...Rimor Model B MAN JSD1Rimor Model B MAN JSD.rup Job: w0htsoftq Project Summary Date: Jul 22,2022 -'9 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-2442627' Email:rb.dolino@energytestingservices.com Project • • For: Unit 52-15 Farmstead Ct.,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 OF Outside db 83 OF Inside db 68 OF Inside db 75 OF Design TD 58 OF Design TD 8 OF Daily range M Relative humidity 50 % Moisture difference 30 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 27272 Btuh Structure 14824 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(56 cfm) 3536 Btuh Central vent(56 cfm) 488 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh , Equipment load 30808 Btuh Use manufacturers data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 13474 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding I stories 3(partial)/1 1402 Btuh Pressure I AVF 50 Pa/1017 cfm StructureDucts 0 Btuh Central vent(56 cfm) 1144 Btuh Heating Cooling Outside air Area.(ft2) 33% 3306 Equipment latent load 2546 Btuh Volume(ft3) 20331 20331 Air changes/hour 0.25 0.11 Equipment Total Load(Sen+Lot) 16021 Btuh Req.total capacity at 0.70 SHR 1.6 ton Equiv.AVF(cfm) 85 39 Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 CoSEER 18 AHRI ref Coll AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh 53 °F Total cooling 21000 Btuh Temperature rise Actual air flow 638 cfm Actual air flow 700 cfm Air flow.factor 0.023 cfm1Btuh 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 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022Jul-22 14:38:57 orl-t, wrsghtsoR' RlghtSu te®Universal 201818.0.32 RSU20066 Page 1 ...Rimer Model B MAN JSD%Rimcr Model B MAN JSD.rup caic=MJB Front Doorfaces: W N Level 2 Broan Exhaust Fan Model L150 56 CFM Energy Star continous User Timer 127 cfm &71 cfm `159 efm M bath. M bed Living adiab LN Hall Ls cfm WIC1 WIC2 WIC 791 cfm LaunDining 8 cfm 30 Stair 2 Bath.2 7 cfm Foyer Garage 12"0" Kitchen I` 00 cfm Bed 2 5'0" &1 8.cfm Breakfast Job#: Energy Testing Services LLC Scale:1 :93 erformed.by Energy Testing Services L... Page 1 1648-A Locust Ave RighiS.032 R nt 2006 2oa s Unit 52-15 Farmstead Ct Bohemia,NY 11716 122,JUI 22140066 Cutchogue,NY 11935 Phone:631-2442627 2PjmorModel 39:08 ..AN JSDWmor Model B MANJSD.rup rb.delfino@energytestingservices.com N Level 1 'EJ2 4@8- prt�"�1'Gi^"^'wR^ adiabatiaO 0" 280" 219 cfm mnt °2 x16 Make up air 56 'Star 0' 16 x 16 CFM Skudle model 2161 kn cm 6' „ 20 6" 23 0" 2 1 Job#: Energy Testing Services LLC Scale:1 :93 Ferformednergy Testing Services L... Page2 1648-ALocustAve Wght-SuW Universal 2018 52-15 Farmstead Ct. Bohemia,NY 11716 18.0.32 2214:3 :0tchogue,NY 11935 Phone:631-244-2627 2022-Jul-22 B 9:08 ..AN JSDViimor Model B MAN JSD.rup r.b.delfiino@energytestingservices.com Duct System Summa Jab` -F�I- wlrightsoft'° y � Date: Jul 22,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648,A Locust Ave,Bohemia.NY 11716 Phone:631-244-2627 Email:rb,delfirro(_energytestingservices.com Project • • For: Unit 52-15 Farmstead Ct., 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 0.006/0.004 in H2O 0.006/0.004 in H2O Lowest friction rate 0.003 in/100lft 0.003 in/100ft Actual air flow 638 cfm 700 cfm Total effective length(TEL) 344 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mati Ln(ft) Ln(ft) Trunk Bath 2 h 256 7 3 0.004 4.0 Ox 0 MtFx 8.5 150.0 stl Bed c 1689 59 98 0.003 9.0 Oxo MtFx 27.3 150.0 st1A 'Breakfast c 2442 105 138 0.003 10.0 Ox 0 MtFx 41:5 130.0 stl Bamnt h 6621 186 42 0.003 12.0 Ox 0 MtFX 26.5 140.0 st2 Dining h 1721 .48 43 0.003 6.0 Ox 0 MtFx 16.5 166.0 St2 Foyer h 999 28 18 0.003 5.0 Ox 0 MtFx 17.5 160.0 stl Hag c 101 46 0.003 4.0 Ox 0 MtFx 20.3 150.0 st2 kitchen c 1764 39 100 0.003 9.0 Ox 0 MtFx 31.8 140.0 stl Laundry c 522 8 30 0.003 5.0 Ox 0 MtFx 6.0 165.0 st2 Living c 2806 130 159 0.004 12.0 Ox 0 MtFx 31.3 130.0 st2 M beth c .1259 38 71 0.003 8.0 Ox 0 MtFx 40.5 160.0 st2A M bed c 2247 80 127 0.003 10.0 Ox 0 MtFx 31.3 150.0 st2A Star o h 1182 33 1 7 0.003 5.0 Ox 0 MtFx - 22.0 165.0 stl Supply • le Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2A Peak AVF 117 199 - 0.003 223 15.4 16 x 8 ShtMetl st2 st1A Peak AVF 59 96 0.003 144 11.4 16 x 6 ShtMetl SO stl Peak AVF 272 363 0.003 204 19.0 16 .x 16 ShtMetl st2 Peak AVF 494 477 0.003 202 21.6 16 x 22 ShtMetl Boldlltallc values have been manually ovenldden 2022-Jul-22 14:38:57 4 wri htsoft, Right-SuiteG Universal 2018 18.0.32 RSU20066 Page 1 ,..Rimer Model B MAN JSD%Rimor Model 8 MAN JSD.rup Calc=MJ8 Front Door faces: W Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W StudlJolst Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matt Trunk rb2 Ox 0 547 791 143.8 0.003 215 26.0 Ox 0 ShMt rt1 rbl Ox 0 219 49 0 0 0 0 Ox 0 MtFx Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 547 791 0.003 215 26.0 0 x 0. ShtMetl 2022-Jul-22 14:38:57 *Wright5oft. Ri ht-Suite®Universal 201818.0.32 RSU20066 Page 2 ...Rimor Model B MAN JSD1Rimor Model B MAN JSD.rup Calc-MJ8 Front Door races: W Manual S Compliance Report Jab. wri9htsoft Date: Jul 22,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 52-25 Farmstead Ct., Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 15312 Btuh Entering coil DB: 75.7°F Outdoor design WB: 71.0°F • Latent gain: 2546 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 17858 Btuh Indoor RH: 50% Estimated airflow: 700 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 700 cfm Sensible capacity: 14700 Btuh 96% of load Latent capacity: 6300 Btuh 247% of load Total capacity: 21000 Btuh 118% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 30808 Btuh Entering coil DB: 62.9°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: 638 cfm Output capacity: 36800 Btuh 119% of load Temp. rise: 53 °F Meets all requirements of ACCA Manual S. a 'wrightsoft• 2022-Jul-22 14:38:57 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ...Rimer Model B MAN JSD\Rimor Model B MAN JSD,rup Calc=MJ8 Front Door faces: W Residential Examiner Review . Form RIDER I AV\/ Ko for HVACSystem • •. • Equipment, 15 Mar 09 prom�casunmata Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No F-1 Mechanical license: or MJ1AE Form'(and supporting worksheets): Yes El No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No F1 Building plan#: Manual D Friction Rate Worksheet: Yes R No Duct distribution sketch: Yes ❑ No Home address(Street or Lot#,Block,Subdivision): Model B (Juniper), Entire House HVAC •A■ CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature: 68 'F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 30808 Btuh Number of bedrooms: 2 Conditioned floor area: 3306 ft' Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 °F Windows Rooi Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 10.0 ft Sensible heat gain: 17400 Btuh Internal shade: none Eave Latent heat gain: 2894 Btuh Blinds,drapes,etc. Depth Window Total heat gain: 20294 Btuh Number of skylights: 0 HVAC EQUIPMENT • ,1 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: SplitAC Heating cfm: 638 Fumace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 700 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for Heating output capacity: 36800 Btuh Total cooling capacity: 0 Btuh design airtlow Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity. 0 Btuh Aux heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM ■ .1 Design airflow: 700 cfm Longest supply duct: 201 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 144 ft Trunk duct: Sheet metal Total device pressure losses: -0,6 in H2O Total effective length(TEL): 344 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.003 in/100ft Branch duct: Round flex metal,Sheet metal Friction Rate=ASP a(TELx 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having jurisdiction use. 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist f�-wrµrilghtsofts Right-Suite®Universal 2018 18.0.32 RSU20066 Load Short Form Job: wrightsoft° Date: Jul 22,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 52-25 Farmstead Ct., Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial) / 1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/ 1017 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 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 53 °F Total cooling 21000 Btuh Actual air flow 638 cfm Actual air flow 700 cfm Air flow factor 0.023 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 0.86 ROOM NAME Area Htg load Clg load HtgAVF ClgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Star 56 1182 132 28 6 Bsmnt 1624 6621 733 155 35 M bath 134 1337 1259 31 59 M bed 259 2834 2247 66 106 LN 9 0 0 0 0 WIC1 33 0 0 0 0 WIC2 32 0 0 0 0 Laundry 59 301 522 7 25 Hall 48 155 101 4 5 Bed 2 178 2099 1689 49 80 Breakfast 126 3743 2442 88 115 Kitchen 132 1393 1764 33 83 Foyer 76 999 319 23 15 Bath 2 51 256 58 6 3 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2022-Jul-22 14:38:57 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 AI.C�...Rimor Model B MAN JSD\Rim°r Model 8 MAN JSD.rup Calc=MJ8 Front Door faces: W WIC 25 0 0 0 0 Dining 133. 1721 750 40 35 Living 330 4629 2806 108 133 Entire House 3306 27272 14824 638 700 Other equip loads 3536 488 Equip. @ 0.88 RSM 13474 Latent cooling 2546 TOTALS 3306 30808 16021 638 700 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoftm 2022-Jul-22 14:38:57 �ti nw,.i•reee.iuu,..Romv� Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 XIM...Rimor Model B MAN JSD%Rimor Model B MAN JSD.rup Calc=MJ8 Front Door faces: W 9 Project Summar Job: wri htsoft- 1 Date: Jul 22,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 52-25 Farmstead Ct., Cutchogue, NY 11935 N otes: 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 T 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 27272 Btuh Structure 14824 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(56 cfm) 3536 Btuh Central vent(56 cfm) 488 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 30808 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 13474 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) / 1 Pressure/AVF 50 Pa/ 1017 cfm Structure 1402 Btuh Ducts 0 Btuh Central vent(56 cfm) 1144 Btuh Heating Cooling Outside air Area(ft') 3306 3306 Equipment latent load 2546 Btuh Volume(ft') 20331 20331 Air changes/hour 0.25 0.11 Equipment Total Load (Sen+Lat) 16021 Btuh Equiv.AVF(cfm) 85 39 Req, total capacity at 0.70 SHR 1.6 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER,,16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 53 'F Total cooling 21000 Btuh Actual air flow 638 cfm Actual air flow 700 cfm Air flow factor 0.023 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 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsof - 2022-Jul-2214:38:57 AL ...»-�..««..�......,�,,., Right-Suite®Universal 2018 18.0.32 RSU20066 Pagel ,CA...Rimor Model B MAN JSD1Rimor Model B MAN JSD.rup Calc=MJ8 Front Door faces: W N Level 2 Broan Exhaust Fan Model L150 56 CFM Energy Star continous User Timer 127 cfm R,71 cfm �r�1 x`159 cfm M bath M bed Living adiab LN Hall K6 cfm WIC1 WIC2 WIC 791 cfm LaundA�ry Dining 8 cfm 30 m Stair 2 IT 6" Bath 2 8 cfm k7 cfm Foyer Garage 12 0" Kitchen 00 cfm Bed 2 VS NT 5' 0" -afm IF 911 8 cfm Breakfast Job#: Energy Testing Services LLC Scale:1 :93 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave Right-Suite®Universal 2018 Unit 52-25 Farmstead Ct Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2022-Jul-22 14:39:08 r.b.delfino@energytestingservlces.com ANJSDV2imorModeIBMANJSD.rup N Level 1 2' S' 12' 16c adiabati(SO 0" 28 0" 219 cfm 116 26`� 16Make up air 56 Star 0 16 CFM Skuttle cm model 2161 6' 11 20 6" 23 0" 2' 1 5' 6.1 Job#: Energy Testing Services LLC Scale: 1 :93 Performed by Energy Testing Services L... Paget Unit 52-25 Farmstead Ct. 1648-A Locust Ave Righ;ao 3®sUniversal 2018 Bohemia,NY 11716 Cutchogue,NY 11935 Phone:631-244-2627 ANJSD1RimarModel 4:39:08 D.nip r.b.delfino@energytes tings ervices.com Duct System Summary Job: - - wrightsofte Date: Jul 22,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 52-25 Farmstead Ct., 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 0.006/0.004 in H2O 0.006/0.004 in H2O Lowest friction rate 0.003 in/100ft 0.003 in/100ft Actual air flow 638 cfm 700 cfm Total effective length (TEL) 344 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mad Ln (ft) Ln(ft) Trunk Bath 2 h 256 7 3 0.004 4.0 Ox 0 MtFx 8.5 150.0 st1 Bed 2 c 1689 59 96 0.003 9.0 Ox 0 MtFx 27.3 150.0 st1A Breakfast c 2442 105 138 0.003 10.0 Ox 0 MtFx 41.5 130.0 st1 Bsmnt h 6621 186 42 0.003 12.0 Ox 0 MtFx 26.5 140.0 st2 Dining h 1721 48 43 0.003 6.0 Ox 0 MtFx 16.5 160.0 st2 Foyer h 999 28 18 0.003 5.0 OX 0 MtFx 17.5 160.0 st1 Hall c 101 4 6 0.003 4.0 OX 0 MtFx 20.3 150.0 st2 Kitchen c 1764 39 100 0.003 9.0 Ox 0 MtFx 31.8 140.0 st1 Laundry c 522 8 30 0.003 5.0 Ox 0 MtFx 6.0 165.0 st2 Living c 2806 130 159 0.004 12.0 OX 0 MtFx 31.3 130.0 st2 M bath c 1259 38 71 0.003 8.0 Ox 0 MtFx 40.5 160.0 st2A M bed c 2247 80 127 0.003 10.0 Ox 0 MtFx 31.3 150.0 st2A Star 0 h 1182 33 7 0.003 5.0 Ox 0 MtFx 22.0 165.0 st1 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2A Peak AVF 117 199 0.003 223 15.4 16 x 8 ShtMetl st2 st1A Peak AVF 59 96 0.003 144 11.4 16 x 6 ShtMetl SO st1 Peak AVF 272 363 0.003 204 19.0 16 x 16 ShtMetl st2, Peak AVF 494 477 0.003 202 21.6 16 x 22 ShtMetl Bold/italic values have been manually overridden -�-wrighl5®ft® 2022-Jul-22 14:38:57 . Right-suite®Universal 2018 18.0.32 RSU20066 Page 1 �i+{k...Rimor Model B MAN JSD1Rimor Model B MAN JSD.rup Calc=MJ8 Front Door faces: W Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 547 791 143.8 0.003 215 26.0 Ox 0 ShMt rt1 rb1 Ox 0 219 49 0 0 0 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 rt1 Peak AVF 547 791 0.003 215 26.0 0 x 0 ShtMetl - -wrightsoft° 2022-Jul-22 14:38:57 ti ..u,.•ro....w.me..vcr,n... Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 Rimor Model B MAN JSD1Rimor Model B MAN JSD.rup Calc=MJ8 Front Door faces: W SCOTT A. RUSSELL ,3 `47 � ':�, MICHAEL M. COLLINS, P.E. SUPERVISORS` 4 TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 _ Fax. (631)-765—9015 4((GHAEL-C()'LIINS cri1TC�WN SOlf7FI01_{3141'-�'1�; OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings June 3, 2022 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 47-58 & 103-104 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front lawn areas of units 47-58& 103-104. The rear areas and some side areas have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. Additionally, the driveways of these units have not yet been paved but the base material has been placed and thoroughly compacted. 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 fourteen (14) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at(631) 765-1560. Sincerely, Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: :. MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 �����(f� Southold,NY 11971 VeZ (cor.Main Rd.&Youngs Ave.) ® '` Telephone:631765-1938 Southold,NY ;: �•�� www.southdldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 7, 2022 Mr. Henry Alia Rimor Development LLC P.O. Box 908, Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 47— 58, 103 & 104 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse.Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogde Dear Mr. Alia: The Planning Board has found that the requirements for Units#47—58, 103 and 104 of the above-referenced Residential Site Plan have been completed based on the site inspection made on May 31, 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 fourteen (14) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer ., �� /�5�� a�•,. �` �+, 3:,. iy . `n 5 �- f�s �/ �� r r " -- �,. y:.�: FIELD'INSPli BIWN REP`OPT- DATE FO ; Dy)fF01K�o TOWN OF SOUTHOLD—BTTdLDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802' Fax(631) 765-9502 httns://www.southoldtownny.gov Date Received For Office Use Only _ PERMIT NO. Building Inspector: I J1�DIVE } . ...... DJ Applications and forms must be filled out in their entirety.Incomplete applications JUN 2 3 2021 will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. WIT_ DEPT. APPLICATIONF®R I3UIWING PERMIT Date: 4 �I�'I ` ' ' '` `'•}��? �' 1` OWNER(S)OF PROPERTY: Iaa. 2Co Name: Rimor Development Tax Map#:SCTM#1000- 102.11 -192- (�a 10 Physical Address: IS /a�.Vl�l S CODA - �(��'� Ue a n Phone#: 631-678-2667 Email: teamalia65@gmail.com Mailing Address: CONTACT PERSON: Name:Henry Alia Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESIGN PROFESSIONAL INFORMATION: - Name:GRCH Architecture Mailing Address: ' 3750 Express Dr. South Islandia, NY 11749 Phone#: 631-864-3395 TEM CONTRACTOR INFORMATION: Name:Rimor Development Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: - 631-678-2667 Email: teamalia65@gmail.com DESCRIPTION OF'PROPOSED CONSTRUCTION 2New Structure ❑Addition ❑Alteration El Repair El Demolition Estimated Cost of Project: ❑Other $240,000.00 Will the lot be re-graded? 2Yes 0 N Will excess fill be removed from premises? ❑Yes 2No PROPERTY INFORMATION Existing use of property: Intended use of property: Condo-resitdential Date of Purchase: Name of Former Owner: 1 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? 2Yes ❑No IF YES, PROVIDE A COPY. 2 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,Newyork and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in,building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By 4elHa 2Author.zed Art Downer 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 ind �,` day of20 Notary bli SHERRY PIRONE PROPERTY OWNER AUTHO 2 Iq)BLIC,STATE O1+NEW YORK e 1 ration No, 01PI6388308 (Where the applicant is not t own alified in Suffolk County 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 B ��5�fF0E �v Z '11 BUILDING DEPARTMENT-Electrrical inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Sox 1179 o Q SEP 2 0 2021 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 tea` X " 1 roger.richert(cD-town.southold.nv.us _... r _ APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ' ` I ::In ^ iC, Date: Company Name: "T 'e affa C_ Name: License No.: bb d� email: 1!1 elec ('--40 .MDtVln Address: 7, c> , OS Q� Phone No.: JOS SITE INFORMATION: (All Information Required) Name: 1A ai{ r •l � - 3 fth('—Lao'�.. Address: kwf �' I Cross Street: Phone No.- Bldg-Permit o.:Bldg.Permit#: 460 21 email: Tax Map District: 1000 Section: ,� Block: iO . BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YESNC Rough In Final Do you need a Temp Certificate?: YE NO Issued On Cw1-aik q-2-L- 2 I Tamp l nformatlo ; (All information required) Service SizeP 3 Ph Size: A # Meters Old Meter# ew Servl e - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals , 2 H Frame Pole Work done on Service? Y N 1 Additional Information PAYMENT DUE WITH APPLICATION ^ IV 82-Request for Inspection Form.xls ��g11Ff0t ;":,' ;',✓., i `',, BUILDING DEPARTMENT,- Electrical Inspector ; TOWN GE SOUTHOLD Town Hall,Annex _ 54315,Main,Road.- PO Box 1179; oliYea S� 0 I Southold, New York 11971-0959 ' Telephone (631) 765-1802 - FAX (631) 765-9502. roger.richert a.town.southold.ny.us . APPLICATION FOR ELECTRICALINSPECTION Date: REQUESTED 13Y: �j ��;� � tea :'C'1 ��I� Company Name: R C C Name: License No.: email: e --4(3 c)C;, Cern I Address: y es v t =4--I Phone No.: :S. JOB SITE INFORMATION: (All Information Required),'. y Name: a V 1d I- _ \ k- Address: c) �(,l n.df �'52 Cross Street: Phone No.. Bldg.Permit#: Lk(o b-Li email: , W U61 5 '+ ,Tax Map District: 1000 Section: Block: (^`I.L Lot:. BRIEF DESCRIPTION OF WORK (Please Print Clearly) Cara e All That Apply: Is job ready for inspection?: YES , No Rough In Final Do you need a Temp Certificate?: YE NO Issued On �'w�a .Q q-22 ZI Tamp Informat! (Ail information required) Service Size -� P 3 Ph Size: l.`i A # Meters T^ Old ilileter# Eew:S:er:v e - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead 14 Underground Laterals' \ 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ^ 82-Request for Inspection Form.xis (� PERMIT # Address: Switches .- �� Outlets GFI's Surface 1 Sconces HH's UCLts � ( Fans Fridge HW Ex aust 1 Oven WAD L IMini mokes � � DW I Carbon Micro �vC/ Generator Combo , Cooktop Transfer AC AH Hood Service Amps) Have Us Special: Comments Town Hall Annex 54375 Main Road y� Telephone(631)765-1802 Fax(631) 765-9502 P. O. Box 1179 � Southold, NY 11971-0959 BUILDiNG DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE C.O.NSTRUCTION PRE-ENGINEERED W(70 CONSTRUCTION AND/OR TiMBER CONSTRUCTION Date: ' Z/ Owner: = L( �• I� A 1 �.( .. Location-of Property: 1 i.T. � 5 : q0 U Please tak .'otice that the.{check applicable line): New commerci il-d:residential:=structure. 'Addifion to existing-commerdaCor residential strucfur�` F ehabi(ifiatiori:#o.an existing'c inmercial or residential structure to be.consttucted`:t':i--performed at the suhjecf°pro perty reference above will-utiltze (check appy able-lirie) _ Trussype:c- onstruction (TT) oma - o ,11 t . . Pre-engineered (PW) l ` . wood construction (PW) Timber in the following locatioh(s) (check appl1f6a6Iek'.line):'- Floor framing, including girder and beams (F) Roof framing (R) Floor and roof.framing (F v Signature: Name (person submitting this form): I I Capacity(check applicable line): :Owner Owner representative TrussReg15.docx Effective 1/1/2015 �) �f r t • I � _ I ♦ I I �F�►�r.���'Z� � �, '. 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TOWN OF SOUTHOLD `Q Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX (631) 765-9502 Temporary Certificate # 07A Date 2021 Customer Name HARV 95-r?oiNY, Electrician Name MTM "r Address S F� s�-eA.D C.r ll,* 2 Phone /b .20 S136 / e-mail e-mail M-r YA-H Ejp CO Phone License # S-700 M Size 10 A Phase Overhead Underground #of Meters Remarks i i i I I I #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect. Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected i Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation 1 is complete,the town will conduct a premises inspection of the service equipment. I This verification is valid for 90 da 's from the date above, Authorized by LA 4�R - t �- :ti ' v'$ b •'�3ia;i:.`,,u'n. ih.F,Ct':aY.att�x "_a'.y:�(�, �./`!`° ___ 'j ��.•- •.�'�. •.�: .•;h• :y t.�.��„,apt 6"; Y�: "' 8•A:e"_a:a. '.�'.'p, �h J .`azo, ��y�'�.a€t:,•..rX - •�'-?u::, ''•�.4�J' 18 ,$� x;Fi•;,'t�pv:;,.c,.a,.�:�-.x.,,'<::+.` - �v AW V 18.3 7.26 m (I(43g ,z w 51 B50 6� ? r 12, LA i MIN. — 77 j PROPOSED COVER(7D 14' x 20' PATIO (TYP.) PROPOS' , (PERVI01 �--PROPOSED LA COVERED PROPOS }` 15' x 20' 15' x 2i, PATIO (TYP.) BREEZEll (TYP.) 39.22' 96 39.22' 97 95 A a 94 4 S, s — '... rye Z 3' �✓� i rJ f _t w * LICE` u: 1 r Llne(s)MQ �e Inspected B Suffolk County Dept. Of Health i `The_. Cell 852-57541, 48 Hours In Advance. To Schedule lnspecfion(s). ti APPROVED 1N ACCORDANCE WITH BOARD OF 0 RmEw DETERMINATION DATED 5-8— l7 co M ®+ L Z ~ W O S11WECT TO COVINANT.S& RESTRIC'I;IQNS UaER 2 2 �— 09 Z W � o PAGCz— ® ¢ o m ppyy 66. J o w ® O cl �- L � _ � L o 'S C�RTd=ICAYdGRRL.dd . F:uMITzPPE — R� U �. OR RACC-7 )N O WCOR INSiALLATiOIN Ard;; COr45®P ;RC^TdQN h o 0 FOR! F ° tPPRCVAL. '�. -0 0 sprf� -� LL O I— ^3: ❑ 0 Z Suffolk County?hep _ "�y r.J' t3' art�e�t of�Iealth s� ovs ' 3;;..�.. Approval for Coustractio -Cther Tran ix�gle 1t f 1y U v� Reference ®. Design Flow .3 PROJECT NO.: ®®®�� Use(s) �Z�' _��'_-��a��n� These-plans have been reviewedfor general conform�----- SuffO - DRAWN BY: KCK County Department of Health Uesvices standards, relating to %1nater CHECKED BY: TFL suppiy and sewage disposal. Regardless of any omissions, DATE: _ inconsistencies or lack of detail, const,-,action is required to bo 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. /7 CADD: 00026 SP Approval Dae ReVI6WeP SHEET NO.: Rovked Plan Approved /o- s - 2v2o 2 0" — S.C.D.H.S. APPROVAL SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 Health Department Ref.No. (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO UPDATE AN EXISTING PERIMT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE,SIDE OF THIS FORAM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. SECTION I. FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R 1 Q-17- Tax Map No.: 1000 District Section Block Lot Lo � Z Name of Current Applicant: Rimor Development LLC -9200Tel#: (631) 735 Mailing Address: PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@gmall.com Name of Current Agent:Henry Alia Tel#: (631) 678-2667 Mailing Address: PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@9mai1.eom DATE OF ORIGINAL APPROVAL: 09/08/2017 "If more than 6 years old and SCDHS site inspections have not been erformed,anew aeplication will be re uired SECTION 2 1 FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: Tel#: - I hereby transfer all rights and interest in the above referenced permit to the new applicant`named above; Signature of Previous Applicant/Agent: Date: SECTION 3 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Architect/Engineer/Surve or: Tel#: ( ) - I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me;for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: SECTION 4 FOR ALL RENEWALS AND TRANSFERS Application is hereby made to[ 1 TRANSFER,'[RENEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereby certify/oat I have examined this complete application and the statements therein are true and correct,and that all work shall be done in cc rd. ce with all applicable Town,County,State and Federal Laws. "Any false statement made herein is unishable as a misde a or h ursu to S210.45 of New York State Penal Law." Signature of Current Applicant/Agent Date IK -0 ��� qMannager Print Name of Current Applicant/Agent Title enry,4li Agent/PDEPA T USE ONLY Permit is Transferred/ enew Until �� �� Number of Bedrooms Approved Signature of Department Representative Date !o /.> --�o WWM-104(Rev.02/12) U,xi-f S 2 a NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR.TO ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND N 15 3 O THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. a 3 Z COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. D N NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS 2 \ OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. •� 16 O W \ �� 20 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE w� CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS EJ2G0 \3 �OPU\`O I,'lo/moi\\ 3,�. OTHER THAN VISIBLE PERMANENT STRUCTURES. OF `A / G� \ N COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS —i \ GPRP \ b RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 0 g A O PERMISSION OF THE SURVEYOR. 9 AGPC"' \ 1$8 THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL \ N MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER PURPOSE Ap\No 1g9 N-' 2 00 1T 0 W Q PROPOSED CURB 2 m LLO W Vo W W W �OGJ� OD \' N N M N O co p }�tL-'�I' N rn o t1) (o ch _ �� eV ;n C) °° N;� coo Q Ck, �;�2 V V \.1� r V1�NEW ;;t N N o o N r �? °D / �j®pP �' r,�"''I" \ j�LtiP w ti co n N o / SV6 j V�? 'I' U' I'"7 j �,OR (n fA N fn N Q'J fn V CO r W W - O _ oD o v M W \ III L/'J C;J CD CD CD In d' O V7 OLD O O �` ` l..✓ Y'+ �� ��O � t": N CN O � r CO N N II co O) o m r. O co M 'It J A P, I I II M (6 I I I I j I M N II jV O I I M V J (n W J (/) U) J UJ 07 0!J fn M Qf J ' 1 \SP1L�e_�i GRIPPING .�T STREET �-o-� `� W I HARVEST ���� 0 12-06-2021 FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED SURVEY POINTE LANE �2�0 �+ G �, o � � FOR UNITS 51 - 52 w - _ _ �L-E+�� G� z UNIT DESIGNATION MAP OF Q I MILLSTONE LANE S 38'24'18"E HARVEST POINTE CONDOMINIUM 2 I 456.62' FILE NO.:490 FILED September 28, 2020 LU Q SITUATED AT CLITCHOGUE O W I= TOWN OF SOUTHOLD,SUFFOLK COUNTY, NEW YORK I o - H O _ O `N I Q S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00•LOTS 025.000 8 026.000 � 0 C/) cf) I� 1® NELSON + POPE v 7 Af engineers-architects •surveyors W _ 269.77'(ACTUAL) �I 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com 537'04'40"E DRAWN BY: NP CADD No,;INDIVIDUALSURVEYS SCALE: 00026_1 CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF I DATE: 12-13-2021 PROJECT NO.: 00026 1"=30' NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, O PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY V? PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND SZ"L ST POINTE HOME OWNERS THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH LINE ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. Sj"� ASSOECIAT)ON DESIGN- - - - COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED O a79��` - SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS R 3p0,00 O ONSR�� OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. G uFz / CO �Lm ��NG�-� PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE / > CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES,O89V SOIL CONDITIONS,VEGETATION.TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES. cP ECE GO N X53 '0= COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS / GONGURE O >�5 'O, RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, / RI�NGI„OS CO Z.2; RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR. > A A > G 0 15 2) c 52 °� 'n 3 3 S Z 1 0 P v o 4 20 w 1, w\ gA \\ GPRPG�\\\ 18a og4 U'12�o S 4 \No �g 9 N1CONC.WALK 2 m maZ 00 METER Oo N W C ..-)30 E.BOX DI 2n ESE ERN �Q02 0 �am9pmv c.sox� o N �Gm7 (+ m B.B.CURB tNn m � P GURO � G � w DFtO ? W W LU O\o pia O ? ..�i OHO® � N M N O � 0ED �� GOOD WQ O (ND o iV lri cq N c) b �S p0 QO NN oo Vo6 Nn gnu ;r CC! R2�10 Ljr) V t` (D ^o 3 fn (n N W (v J fA�f (q W W W LU JFtR) o6 Q VO�` ' o -0 LO o c) o CD 0 0 ��° �--tit N�ti c.� G c c; N Nn M �n N fV n �"' O � \. Z It It CO N �- D) Ch00 �11 J tnrn �11 J U) Lf) �In 11 N fn ((DD Q' N cnc) S 1-1 M N&bV 07-17-2021 FOUNDATION LOCATION FINAL SURVEY GRIPPING �'� �'�pA\1D 10 ® 02-10-2022 SANITARY AS-BUILT FOR UNITS 51 8c 52 STREET 1 ��' w (9 rn� „ `�-p 04-27-2022 FINAL SURVEY UNIT DESIGNATION MAP OF HARVEST ���� �,, ., tar �, 'A' o 1ar�'", HARVEST POINTE CONDOMINIUM 2 POINTE LANE 97,O o o � a � `~ (n o h,, � C~ FILE NO.:471 FILED January 09,2018 ♦`� KP Q / SITUATED AT Z — _ _ �� "" •` l CUTCHOGUE g MILLSTONE LANE S 38°24'18"E Z (s /� o.L'�t" 3, `�� TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK Q 1,. 456.62' �V O S.C.T.M.DISTRICT 1000,SECTION 10201,BLOCK 0200,LOTS 025.000&026.000 cn ILL _j 00 w 5 ` NELSON + POPE 1: 1 � o c' � a 7 ♦ engineers•architects•surveyors OJ I O " °� N I 21 � O 0 0 (� � � 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com INDIVIDUALSURVEYS = 269.77'(ACTUAL) DRAWN BY: NP ADD No.: 00026 IS SCALE: U _ U) S37°04'40"E CHECKED BY: MS FILE NO.: SHEET NO.: 1 OF 1 1 =30' DATE: 05-04-2022 PROJECT NO.: 00026 Om DI° GE=GE E G C'pSR 1^ NOTES: M�23 0 3E (,yCE R I I THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE (\\ PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE EG, o-i NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, m N 1 to S J 0'm PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. t0 1 \ \\ IT ISA VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, P. PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY V f � PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED H IN ANY WAY.IF V` O y i �QN�\B�SE \ \ ANOITEM BEARING THE FESSIONAL SEAL OF N ENGINR OR LAND EER OR LANDOR.TO S RVEYAN I OR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND pQ W BQOVI 01G 4 (701O v+� ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION.BY HIS SIGNATURE AND THE DATE OF SUCH N / A C)2 p COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED \ G !!/J/ SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. y ��sQ y/y ,,20 4we NO e Se ^�` SCP 1 Ow 4 //—0- 'L. ``\;/ S OR RIG T OF WAYSICAL S,^IFTS ON PROPERTY UNLESS ANY.NOT SHOWN ARE NOT CERTIFIED.RECORDED EASEMENTS Q � \9N\\N 0" O UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED w AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. 'LZ \� ,N �'11L �2 G ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN Z0Q �' i A �G F��� PLN DATED 7/21/18.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED L. TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS O O r1ZG fJ1 �P��R 4 \ THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR a 4 N \ (n I�j N S�RV�GE 01� \ ,p Q� FURTHER DESIGN. V N ov 2 ` c � \ � �tO °moi CONDITIONS4`�// PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE a -O �� N O 0 O D 21 i1 n+ c� mm E G \ F SOIL ONDITIONS,VEGETATTION,TREES,PATHS DE RISTO WETLANDS, ANY OTHER CONDITIONS QVm' •p 1Q�' En \ OTHER THAN VISIBLE PERMANENTSTRUCTURES. ( Q \- 9 5 5 �p� 'N ` \ COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS,ALL RIGHTS 1" foY�',N \ 4 RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, 4— O Q) O RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED LU� 1 p' Q� \�¢ �rj. �4j c(G \ Q \ IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN lllfffip �c PERMISSION OF THE SURVEYOR. x0®: U _ w\l.o� O� 9�, �,O S�Q��O R_ \ O PG�e\ G\F ADODI�T'INONAL IMPROVEMENTS AND/OR POSSESSION,IF NY,NOT LOCATED,NOT r N 6s! c� 5• V\0Q h" G^ ALL SANITARY PIPING 4'AND 8'SDR-35,TYPICAL. O 4) y o 6? Oel Q PQ / \ ��°t/ lt: i �� 6 •o, 7 9 5C O�QO�C �o, a �� 2 X20. s ,�. z rs UJ 10— 5 G <\ C7 6 oe ��e vqr `' � A�/lfr, y0 ®LL _ 5� ��o mss 2,� \ F/c mss ��`o�� ee FR \ �'t C)Ltd . C) .��yL o s� j \ / '9 :�Q (�,Q '�qiy`` 0 O O 7A ,� ® .,. s 76+ yC ti• �!� \ %�// "O. 'C• / ° i� yeicQ�.`�i rY o �N2%0 O0, u. C) C5 \0o��1A ?sL / ^p ���� l''G/ i�� �y ra`.� �e r tS� 0.0502�3 ILLs'° `s Sv � in 0��, AND �. FIEJUN 01 I V 20 y�c�vs� �, CO. g q 22 0/6 07-17-2021 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED oz-,o-zozz SANITARY AS-BUILT FOR UNITS 52, 53 & 54 SANITARY SYSTEM AS-BUILT TABLE UNIT DESIGNATION MAP OF HARVEST POINTE CONDOMINIUM 2 STRUCTURE NAME TIE A TIE B FILE NO.:471 FILED January 09,2018 UNITS#52,53 &54 Sr1UATEDAT ST-1 39.7' 47. CUTCHOGUE ST-2 34.7' 40.3' S.c.T,o�CT 100OF 0,SECTION 102.0.B FOLK WW OTs OOLK N w7.0 DR�000 LP 52.1' 64.0-1 NELSON + POPE HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S engineers-erchitects-surveyors UN IT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 1,599S.F. 3635.F. 1,962 S.F. 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com 53 R10-17-0107 1,599 S.F. 363 S.F. 1,962 S.F. DRAWN BY: NPADD No.:INDIVIDUALSUR02B S SCALE: 54 R10-17-0108 1,599 S.F. 363 S.F. 1,962 S.F. CHECKED BY: MS FILE NO: SHEET NO.: 1 OF 1 DATE: 02-11-2022 PROJECT NO.. 00026 —30' TRUSS PLACARDING REQUIRED APPR VED AS NOTED r / 111bb-1 6f',PROCfEO WITH DATE: a B.P.# FRAMING UNTIL SURVEY OF.FOUNDATION LOCATION FEE: , 7 HAS BEEN APPROVED. . NOTI BUILDIN,: 'ARTMENT AT - 765-1802. 8AM TO 4PM FOR-THE - FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED PLUMBER CER.TIPI.CA!ION FOR POURED CONCRETE ON LEAD CONTENT BEFOPE 2. ROUGH.=.`FRAMING & PLUMBING CER*ICAjE,OF OCCUPANCY I INSULATION 4-FINAL - CONSTRUCTION MUST $0L:OER- SED0,, WATER BE COMPLETE ,FOR C.O. ALL CONSTRUCTION SHALL MEET THE SU. Y�YSTIM fes' VOT REQUIREMENTS OF THE CODES OF NEW EXC D,21,10 OF t% LEAD. YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLUM:BING.: COMPLY WITH ALL CODES OF X1L PLUMBING�11tASTE NEW YORK STATE & TOWN CODES ;&`WATERLINES NEED AS REQUIRED AND CONDITIONS OFiN .$EFORECOVERING SOUTHOLD TOINN PLANNING BOARD Must provide ManualsD, J and S as per. -S0,9THOLDTWRL1STEES NYS Energy Code . Blower door OCCUPANCY OR and ductwork USE IS=UNLAWFUL testing required. WITHOUT CERTIFICATE Fire se aration P OF OCCUPANCY- required as per NYS Code iETAIN STORM WATER RUNOFF -1URSUANT TO CHAPTER 236 OF THE TOWN CODE. Allexterior lighting ELECTRICAL installed,replaced or iNSpECT1ON REQuiRED repaired shall conform to Chapter 172 of the Town Code Section R316 Foam Plastic Z W PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of afloor-ceiling assembly, TABLE R405.1 draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. Properties of Soil Classified According to the Unified Soil Classification System W 2020 RESIDENTIAL CODE 0 F NEW YORK STATE space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall bear 2 E 2020 EXISTING BUILDING CODE OF NEW YORK STATE UNIFIED SOIL VOLUME be provided in floor-ceiling assemblies under the following circumstances: the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine that the solL CLASSIFICATION � � end use will corn I with the re uirements. GROUP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE CHANGE ai 2. Floor framing is constructed of truss-type open-web or perforated members. PY q POTENTIAL U SYMBOL CHARACTERISTICS POTENTIAL EXPANSION 2 020 FIRE C 0 D E 0 F NEW YORK STATE R 302.1.12.1 Materials. Droftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from O (� � GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, the interior of a building by on approved thermal barrier of not less than % inch gypsum wallboard. LITTLE OR NO FINES GOOD Low Low 2020 MECHANICAL CODE OF NEW YORK STATE Z �- R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GP POORLY GRADEDD GRAVEELLS OOR FG VEL SAND MIXTURES, GOOD LOW LOW _O Q) 20 2 0 PLUMBING C 0 D E 0 F NEW YORK STATE gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is required by Section R807.1. 00 rn 1a GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, I'_ f0 '� v 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 2. The space is entered only for purposes of repairs or maintenance. LITTLE oR No FlNEs GooD Low LOW (� t W> Exceptions: 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/s inch ' SP POORLY GRADED SANDS, OR GRAVELLY SANDS, � V N� v,� 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE- 4. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. gypsum board. LITTLE OR NO FINES coop Low Low Q� 'Sp }' N R316.5.11 Sill lates and headers. Foam lastic shall be ermitted to be s ro a lied to sill lates and headers or installed in the erimeter joists ace without the `GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM Low F" y w Z_ P P P P Y PP P P 1 P f/) .� RESIDENTIAL P R OVI S I 0 N S Section R303 thermal barrier specified in Section R316.4 subject to all of the following: sM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW Z tJ d a1-0 1. The thickness of the foam lastic shall be not more than 3v inch. O &� M Light, Ventilation and Heating p GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW Q Lu e M SECTION R101 R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. sc CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW U = M co GENERAL Exceptions: 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in accordance ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, ❑ M 00 with ASTM E 84 or UL 723. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW U 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is GROUP 2 R101.2 The provisions of the 2020 Residential Code of NYS for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, installed in accordance with Section M1507. - SLIGHT PLASTICITY W CID Section R317 Protection of Wood and Wood Based Products A ainst Deca CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, `'' replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and two family dwellings and townhouses not more 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an 9 Y GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM (D 2 than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. R317 All sills and plates on exterior foundation wall to be prssure preservatively treated in accordance with AWPA U1. CLAYS To LOw a• plane in height. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing flashing. of the stairway. R317.1 Location required. Protection of woad and wood-based products from decay shall be provided in the following locations by the use of naturally durable wood R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. R202 Definitions: Section R305 R317.1.1. Feld treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. R404.1.7 Backfill placement. Backfill shall not be laced a ainst the wall until the wall has sufficient strep th and has been anchored to the floor above, or Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that fasteners and service openings. has been sufficient) P 9 9 It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. Ceiling Height R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in y braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. Mezzanine: An intermediate level or levels between the floor and ceiling of any story. R305.1 Minimum height. Minimum ceiling heights of 7'-0' in habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, toilet rooms & laundry rooms. contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated Section R405 Foundation Drainage Z fasteners shall be in accordance with ASTM A 153. Stainlss steel driven fasteners shall be in accordance with the material requirements of ASTM F 1667. R405.1 Concrete or masr�ry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or O Windbome Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the ultimate design wind Exceptions: �, s eed Vult is 130 m h or renter. 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 of not less than 30 usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be U P ( ) P 9 R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position installed at or below the top of footing or below the bottom of the slab and shall discharge by gravity or mechanical means into an approved 0 inches by 30 inches at the showerhead. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall drainage system. Z) Alternative rovisions. As an alternative to the re uirements in Section R301.1, the followin standards are ermitted subject to the limitations of this code 3. Beams, irders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 feet 4 inches of the R301.1.1 p q 9 P 1 9 be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a stroke with Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel mixture with soils accordin F- i hal om with the Buil in e. iris a oar. 9 � and the limitations therein. Where engineered design is used in conjunction with these standards, the des gn s f c ply g of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate to the unified Soil Classification S stem, Grou I Soils, as detailed in Table R405.1. 1. AWC Wood Frame Construction Manual WFCM. 2015 EDITION R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous locations for the emer en res onse. Where access is b means of a rivate road and the buildin address cannot be viewed from the ublic w a monument, pole or Y P Z ( ) ( ) 9 cY P Y P 9 P aY� purposes of glazing. other sign or means shall be used to identify the structure. Address identification shall be maintained. O R301.1.3 En ineered desi n. Where a buildin otherwise conventional construction contains structural elements exceeding the limits of Section R301 or otherwise not 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 Section R406 Foundation Waterproofing and Dampproofing 0 9 g 9 the bottom ex osed ed a of the lazin is less than 60 inches above the floor. R406.1 Concrete and masonry foundation dompproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior fY conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only P 9 9 9 � Section R321 Elevators and Platform Lifts spaces and floors below grade shall be dampproofed from the higher of (a) the top of the footing or (b) 6 inches below the to of the basement O demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. R 321.1 Elevators. Where rovided assen er elevators limited use and limited a lication elevators or rivate id P system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 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 inches of the hinge side of P , P g PP p res ence elevators shall comply with ASME A17.1/CSA floor to the finished grade using a bituminous coating. V- u J 844. � an in-swin in door. �/� scope of this code. 9 9 Re 321.2 Platform Lifts. Where rovided, latform lifts shall cam I with ASME A18.1. Z L w R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent P P PY R406.3.3 Porous FII. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of one-half of the backfill) R301.2.1 Wind desi n criteria. Buildin s and ortions thereof shall be constructed in accordance with the wind rovisions of this code usin the ultimate design wind walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. rn 9 9 P P g Section R322 Flood Resistant Construction The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. ❑ _ r speed in Table R301.2(2) as determined from Fgure R301.2(5)B. Exceptions: R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in Table 1. Glazing adjacent to walking surface and rail is installed 34"-38' above landing. R301.2(1), and substantial improvement and repair of substantial damage of buildings and structures in floor hazard areas, shall be desi ned and R408.1 Ventilation. Crawls ace vents: Provide 1 s.f. of ventin er 150 s.f. of floor area unless round surface is covered �T � R301.2.1.2 Protection of openings: Window glazing in windborne debris regions shall be protected to meet the requirements of the large missile test of ASTM E1996 & 2. Glazing 36 inches or more measured horizontally from the walking surface. 9 P 9 P g by a class one vapor retarder W constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard area shall material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents within 3 feet of each comer of ASTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or ANSI/DASMA 115. comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified foundation. E"� Exception: Wood structural panels with a thickness of not less than 7/16" and span not more than 8'-0" shall be permitted for opening protection. Panels Section R310 Emergency Escape and Rescue Openings floodways shall be designed and constructed in accordance with ASCE 24. R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16' by 241". shall be precut and attached to the framing surrounding the opening. Panels shall be predrilled and secured with the attachment hardware provided. R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood-resistant UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the building R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood �� AND RESCUE OPENING PER SECTION R310. (Egress window & window well) or structure in violation of this section. structural anels as s ecified in Section 503.2. Freblockin shall be of an rade lumber. �� TABLE R301.2(1) P P 9 Y 9 �OGRAPHICAL DESIGN CRITERIA R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing R502.4 Joists under bearin artitions: Provide x II de t I CLIMATIC AND G a liances and lumbin fixtures• ducts stems; and other service a ul ment shall be located at or above the elevation re uired in Section R322.2 or 9 P 2 fu p h b ocking ® 48 o.c. max. where beam is not located under wall) to allow for piping or vents. O w GROUND Wind Desi n SLBJECT TO DAMAGE FROM R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. The net clear PP P 9 Y q P q R502.6 The ends of each oast, beam or order shall have not less than 1 1 2 inches of bearin on wood or metal and not less than 3 inches of bearing 9 SEISMIC WINTER ICE BARRIER FLOOD Air Mean height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R322.3. on a 1 9 / "9 � a SNOW S ecial Wind DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual Exce tion: Locatin electrical tems, a ui ment and corn nents; heatin , ventilatin , air conditionin ; lumbin a liances and lumbin fixtures• duct m sorry or concrete or alternatively, the ends of joist shall be supported on a 1x4 ribbon strip and shall be nailed to adjacent stud. !�1 SPEED Topographical p TERMITE A HAZARDS R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, lt shall have a sill height of not more than 44 inches P 9 � q P Po 9 9 9 P 9 PP P 9 � W LOAD (mph) Effects Wind bourne CATEGORY WEATHERING DEpm DEC Y TEMP REQUIRED Index Temp ems; and other service a ui ment is ermitted below the elevation re uired in Section R322.2 or R322.3 rovided that the are desi ned and installed to R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to band or rim joist. U) above the floor; where the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2.3. � q P P q P Y 9 Region Debris R 1 ind w wells The horizontal area of the window well shall be not less than 9 s uare feet with a horizontal rojection and width of not less than 36 prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the effects of R502.8.2 Engineered wood products. Cuts, notches and hales bored in trusses, structural composite lumber, structural glue-laminated members, 0 zone 3 0.2.3 in h s. The area of the window well shall allow the emergency escape and rescue opening to be fully opened 1 buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or as shown on these m MODERATE SLIGHT TO 10 R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. drawings. V J 20 140 NO (B) SEVERE 36 TO HEAVY MODERATE Degrees Yes X 1500 the window s the full o en osition. Ladders or run s shall have an inside width of not less than 12 inches shall ro'ect not less than 3 inches R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to minimize or eliminate infiltration R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared b a re istered truss desi n ❑ Y P P 9 P 1 of flood waters into the system in accordance with the plumbing provisions of this code. rofessional where re uired b the statues of the urisdiction in which the roject is to be constructed. y g 9 W O from the wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. P q Y j P 1 R310.2.3.2 Drains e. Window wells shall be desi ned for ro er drains e b connectin to the buildin 's foundation drains a tem re uired b Section R405.1 R 322.1.8 Flooderesistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the elevation 9 9 P P 9 y g 9 9 � q y required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. R301.2.1.4 Ex osure cate o or.by an approved alternative method. Section R506 Concrete Floors (On Ground) P g ry• R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance R506.1 Concrete slab on grades to be min 3-1/2 inches thick. or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. with the United Soil Classification S stem, Grou I soils, as detailed in Table R405.1. design flood elevation shall: e ) Y P R506.2.2 Base. A 4 inch truck base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace slag passing v I. Be used solely for parking of vehicles, building access or storage. Vj 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.6 Hallways: min. 36" clear width. a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. 600 feet from the rtiall obstructed area. Includes flat o n count and rassland. 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: Pa Y Pe ry 9 R311.7 Stairways - Exception: Abase course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group I t... 3. Ex sure D. Flat, unobstructed areas ex ed to wind flowin over o en water for a distance of not less tan 5000 feet. Ex osure D extends downwind 600 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 where the enclosed area accordin to the United Soil Classification S tem in accordance with Table R405.1. po pos g p P R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom 9 Ys < „� is measured on the exterior of the enclosure walls. feet from the unobstructed area. height. The clear width of the stairway at and below the handrail height, including treads and landings, shall be not less than 31 � inches where a R 322 R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 incches shall be placed between � 2 2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: the concrete floor slab and the base course or the re ared sub rade where no base course exists. The va r retarder is not re uired for Gara es handrail is installed on one side of 27 inches where handrails are provided on both sides. p p g po q ' g � 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 laterally unsupported R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design utility buildings and other unheated accessory structures. Z U bearin wall stud hei ht ermitted b Table R602.3 5. Individual walls or wall studs shall be ermitted to exceed these limits as ermitted b Cha ter 6 flood elevation, each area shall have openings. g g P Y ( ) P P Y P 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. W provisions, provided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of 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 finished exterior grade Section R602 Wood Wall Framing 2 Chapter 6 are exceeded. Where the story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. immediately under each opening. Z) R602.3 Design and construct'ntn. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through R602.3(4). Wall sheathing resist wind loads shall be in accordance with the Building Code. R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. 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 0 section. shall be fastened directly to framing members and shall confirm to the requirements of Table R602.3(3). R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 � inches shall be provided on stairways with solid risers. O R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, Rem 1 or 2. The common R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. 0 wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall R311.7.8.4 Continuity. Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over lowest tread. 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical Exceptions: structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls far electrical outlet boxes shall be in 1. Handrails shall be permitted to be interrupted by a newel post at the turn. floor elevation plus 1 foot or the design flood elevation, whichever is higher. TABLE R602.3(1) FASTENING SCHEDULE accordance with Section R302.4. 2. Basement floors that are below grade on all sides ore prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas 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 inches and the walkline DISCRIPTION FASTENING a,b,c,d � 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall and Coastal A Zones shall be supported on pilings or columns. ( ) assembly tested in accordance with ASTM E 119 or UL 263. radius is not greater than 24� inches. Each tread shall have a depth of not less than 6� inches at the walkline. All treads shall be identical, and the 2. Where l fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall rise shall not be more than q inches. Headroom shall not be less than 6 feet 6 inches. 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL Section R325 Mezzanines assembl tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Buildin Code. R 311.8 Ramps. 2. CEILING JOISTS TO TOP PLATE THREE SD COMMON. TOE NAIL Y 9 R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall comply with section R325.6 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 vertical in 12 units 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 room or space in which 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL TABLE R302.1 1 horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: OVER PARTITIONS r r- r ( ) they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is EXTERIOR WALLS Where it is technically infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units located. horizontal (12.5 percent). 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL ¢ M N N vi r `r° �; MINIMUM MINIMUM FIRE R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. 0 c.i �i ri ai ai - EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 312.1 Guardrails: Porches, balconies, and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL 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 inches in height, columns FIRE-RESISTANCE RATED 1 HOUR 0 feet sphere 4 inches or more in diameter. and posts. 6. RAFTER OR ROOF TRUSS TO PLATE THREE IOD COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL WALLS NOT FIRE-RESISTANCE RATE o HouRs 6 feet 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 the finished floor and greater than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one Exceptions: 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE tOD COMMON. TOE NAIL PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 2 feet to <5 feet 1. Mezzanines or ortions thereof are not re uired to be o en to the room in which th are located, rovided that thea re ate floor area of the RAFTERS of the following: P q P �' P 99 9 TWO 16D COMMON. END NAIL TABLE R302.1(2) enclosed space is not greater than 10 percent of the mezzanine area. 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with position. Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL (a MINIMUM MINIMUM FIRE 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL Z Z EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or 11. CONTINUOUS H co o_ g FIRE-RESISTANCE RATED 1 HOUR 0 feet EADER TO STUD FOUR 8D COMMON. TOE NAIL 6 Z CO a WALLS R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings on soil that consists primarily of clay or silt or have Z Z Z o Z Z CO N a' NOT FIRE-RESISTANCE RATED o HouRs 3 feet operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than any inorganic material or fill. 12. TOP PLATES TO TOP PLATE 16D COMMON 0 16"0/C FACE NAIL o o_ O F O o_ Z J the area required by Section R310.2.1. TABLE R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL co W 07 > (0 co a g co ON EACH SIDE OF END JOINT 24'MIN LAP SPICE � � � w 5W � - - v R302.2.3 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment ( deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclosed Section R313 Automatic Fre Sprinkler Systems 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment LENGTH EACH SIDE OF END JOINT) assessor structures. R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade plane shall be equipment throughout with an R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL `O R302.2.4 Parapets for townhouses, automatic sprinkler system. N R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 15. BOTTOM PLATE TO JOIST OR BLOCKING AT BWP 2-16D AT 16"O.C. FACE NAIL 1. The parapet shall extend not less than 30 inches above the roof surfaces. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 ( ) R 403.1.3.6 Isolated concrete footin s. In detached one and two famil dwellin s that are three stories or less in hei ht and constructed with stud bearin walls, o Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating as tested in accordance with or NFPA 13D. 9 y 9 g g 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL ASTM E 108 or UL 790 and the roof deckin or sheathin is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet on R313.2 One and two famil dwellin s automatic fire stems. One and two famil dwellin s havin a hei ht of three stories above rade shall be a ui ed isolated plain concrete footings supporting columns or pedestals are permitted. N g g Y 9 sY Y 9 9 9 9 q PP FOUR 8D COMMON. TOE NAIL '� throw hout with an automatic s rinkler s tem. R 403.1.6 Foundation Anchorage: Wood sole elutes at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with)� inch diameter each side of the wall or walls or one layer of 5/8 inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less 9 P anchor bolts s aced as shown on the lans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL than nominal 2 inch 51 mm led ers attached to the sides of the roof framin members, for a distance of not less than 4 feet on each side of the wall or R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. P P ( ) 9 9 the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE SD COMMON. TOE NAIL (� walls and any openings or penetrations in the roof are not within 4 feet of the common walls. located not more than 12" or less than 3.5" from the end of each plate section. Plates shall be protected against decay and termites. " F- 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches above the Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON 0 6 0/C TOE NAIL Z W lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER W rating. The wall shall be rated for exposure from both sides. deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL � � 0 R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. exterior balconies and decks that are constructed of open wood joist construction. TABLE R404.1.2(1) O O } Etru tions: 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" a/c at edges and m P Minimum Horizontal Reinforcement for Concrete Basement Walls ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior L j 0 1. Foundations supporting exterior walls or common walls. Section R314 Smoke Alarms MAXIMUM UNSUPPORTED 8D COMMON (SUBFLOOR) supports (see note f) � v 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT I W uJ R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having not less than a 1-hour R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance WAU- (� a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing 0 U o fire-resistance rating where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Building Code. Fre-resistance-rated floor/ceiling and with UL 2034. 58 ONE NO. 4 BAR WITHIN 12 INCHES of THE TOP OF THE WALL STORY connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), Z wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof R314.3 Location. Smoke alarms shall be installed in the following locations. AND ONE No. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters off 0.142" or less. C� sheathing. 1. In each sleeping room. d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically fn 4 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY W ii Exceptions: 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end 1A fire-resistance rating of X hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or walls and 4,inchs on center to gable end wall framing. 0 W 13. shower. ❑ Z R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls W shall have an equal or greater fire-resistance rating. alarm in a location required by Section R314.3. 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 self-closing device. Doors 1. Ionization smoke alarms shall not be installed less than 20 feet 6096 mm horizontal from a ermanentl installed cookin a liance. MINIMUM VERTICAL REINFORCEMENT BAR iii ( ) �' P Y � 9 PP R602.3 5 2x4 wall studs at 16 'n ( ) i ches on center with a maximum height of 10 feet shall support a maximum of one floor plus roof/ceiling assembly. 2x6 from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing device. 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a rmanentl installed SIZE AND SPACING (INCHES) wall studs at I6 inches on center with a maximum hei ht of 10 feet shall su ort a maximum of two floor lus roof c ilia R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum Y MAXIMUM UNSUPPORTED MAXIMUM UNBALANCE DESIGN LATERAL SOIL PRESSURE OF 9 PP p h e i g assembly. Exceptions: H cooking appliance. Where designed by in accordance with accepted engineering practice or where the ultimate design wind speed is less. than or equal to 130 mph, � m No. 26 gage sheet steel or other approved material and shall not have openings into the garage. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER F00T OF DEPTH 2X6 #2 grade studs supporting a roof load with not more than 6 feet of tribute len th shall have a maximum wall hei ht of 18 feet when Z rii R302.6 Dwellin - arae fire se ration. The arae shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. (FEET) (FEET) Do not backfill with any soil containing silt or clay. ry g g ed g g g Pa 9 9 4. R 314.4 Interconnection. Where more than one smoke alarm is re uired to be installed within an individual dwellin unit in accordance with WALL THICKNESS INCHES spaced at 16 inches on center and 20 feet where spaced at 12 inchs on center. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are q 9 ( ) R602.3.2 To late. Woad stud walls shall be ca ed with a double to late installed to rovide overia in at comers and intersections with bearin Z perpendicular to the adjacent dwelling unit wall. Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the 8 10 12 p P PP P P P pp' g g C� a p � 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 areas. Garage ceiling: 5/8 individual dwelling unit. 8 7 NR NR NR partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates need not occur over studs. Plates shall be not less - than 2 inches nominal thickness and have a width not less than the width of the studs. type X gypsum board 9 8 5 0 41 NR NR W . �rj-( REQ Section R315 Carbon Monoxide Alarms R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & bored hole limitations for 0 G 6 _9,Q R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. R30.9.2: Wall & Ceiling 10 s 6 0 41 5 0 22 NR �' ER exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls & figure R602.6.1 top plate U Q' ���R z 7, Cy\ finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM E84 or UL 723. R315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fre Code of NYS. framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-tOd nails L- c� �'n- �` R302.11 Fre blocking shall be provided in wood-framed construction in the following locations: NR lenotes no reinforcing required. each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) Q : * 11 t .> 1G � 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: Loccte vertical bars 1Y" clear from inside face of walls. The center of bars shall not vary from this by more than % inch. 2 ; ;' 1.. m C �� . r z _ 1.1 Vertically at the ceiling and floor levels. - - .1 -< 1.2 Horizontally at intervals not exceeding 10 feet. _ .C!} 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. �p / 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with 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 passage of flame and ��3�10 .^�I - products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. ❑ : �'� F�nr� 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. __./ : 6. Fre blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. U B NUMBER R302.11.1 Freblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. 1. Two-inch nominal lumber. w 16023 2. Two thicknesses of 1" nominal lumber with broken lap joints. 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. UNIT 51 UNIT 5 2 SHEET NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 5. One half inch gypsum board. 6. One quarter inch cement based mil r gla. !MODEL B M O D EL B 1 Z 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. \ C) W O COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TAELE R602.3(3) TRUSS IDENTIFICATION SIGN U Requirements for Wood Structural Parel 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 the perimeter of P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulations thermal performance. methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD W � E ULTIMATE DESIGN CONSTRUCTION AND/OR TIMBER CONSTRUCTION 2 MINIMUM NAIL PANEL NAIL WIND SPEED V ult The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. 1. A waterproof sealant applied at the joint between the wall and the pipe. SPACING (mph) N1101.14 8401.3 Certificate Mandato A permanent certificate shall be completed b the builder or other approved and posted on a wall in the where the 2. A flashing of an approved elastomeric material. _ 2 ( ) (Mandatory). P P Y PP party P 6 DIA. U MINIMUM MINIMUM MAXIMUM WALL REFLECTIVE RED 3 WOOD NOMINAL PANEL STUD SPACING furnace is located, a utility room or an approved location inside the building. 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 from the tank will cause O '�� ts WIND EXPOSURE damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) IF187 0 V a 4V SIZE PENETRATION STRUCTURAL_ THICKNESS (INCHES) EDGES FIELD CATEGORY TABLE N 1102.1.2 (R402.1.2) N (INCHES) PANEL SPAN (INCHES) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. Z c= RATING (INCHES O.C.) (INCHES O.C.) Insulation and fenestration Requirements by Component \ y B C D-1 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. V ` CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL E- N ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE 3. Other approved materials. �� }, r` ` 8d 1.75 24 16 7 16 16 6 12 170 140 135 U ■P U = rn COMMON / / U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL Aplastic pan installed beneath agas-fired water heater shall be constructed of material having a flame spread index of 25 or less and a smoke developed EFLECTIVE � R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top R-VALUE index of 450 or less when tested in accordance with ASTM E84 or UL723. M RWHITE �N, p N} 4 EXCEPT 0.32 0.55 0.40 49 20 OR 13+5h 8 13 19 10 13 10,2 ft 10 13 story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering MARINE / / / U -� (0.2 Z- roctice. Section T101 Scope Z 0 �'S ca u.) P N1102.2.2 R402.2.2 Ceilings without attics aces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does T101.1 Genera. The provisions shall be applicable for new construction where solar-ready provisions are required. 1 2° 1/4" O L' u a M ( ) 9 P q 9 / 9 Y / III Q W m Cl) R802.11 Rafter or truss uplift force. not allow sufficient space for the required insulation, the minimum required R-value for such roof/ceiling assemblies shall be R-30. The insulation shall TRUSS IDENTIFICATION SIGN STROKE M a co For rafters at 16 o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B extend over the top of the wall plate to the outer edge of plate without compression. The reduction of insulation from the requirements of Section Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 = M OD is less. Solar-Rea Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar U V Span (ft} 12 18 24 28 32 36 42 48 N1102.1.2 shall be limited to 500 sf (46 m2) or 20 percent of the total insulated ceiling area, whichever Solar-Ready g g g SIGNS IUEN111FYYMG THE EXISTANCE of TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6 IN Uplift Force # 117 149 182 203 226 247 281 314 N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be photovoltaic or solar thermal system. DIAMETER,NTH A STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. COLOR.LIE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED QJ COLOR,CONFORMING TO PANTONEP4 Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table Section T103 Solar-Ready Zone MATCHING SYSTEM(PMS)X187, a.. 8702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to woad framing shall be Type W or Type S in accordance with ASTM C 1002 R1102.1.2 based on the applicable climate zone specified in Chapter 3. T103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. SECTION 1265,4.SIGN OR SYMBOL and shall penetrate the wood not less than 5/8 inch. N1102.2.8 R402.2.8 Floors. Floor framin -cavi insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. T103.3 Solar-read zone area. The total solar-read zone area shall be not less than 300 square feet 27.87 m2 exclusive of mandato access or set back THE SIGN OR SYMBOL REQUIRED BY THS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED ( ) 9 P 9 Y y q ( ) mandatory TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER THAT: IS AFFIXING THE SIGN OR 8702.4 Ceramic Tile. SYMBOL N1102.2.9 (8402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with (L TO THE I R702.4.2 Backer boards. Materials used as backers for wall the in tub and shower areas and wall panels in shower area shall be of materials listed in Table R702.4.2, ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY P below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead a total floor area less than or equal to 2,000 square feet (185.8 m2) per dwelling shall have a solar-ready zone area of not less than 150 square feet PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL 9 and installed in accordance with the manufacturers recommendations. is insulated in accordance with Section N1102.1.2 and N1102.2.8. (13.94m2). The solar-ready zone shall be composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR TABLE R702.4.2 N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting of access or set back areas as required by the International Fire Code. WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX THE doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z Backer Board Materials T103.7 Roof load documentation. The structural design loads for roof dead load and roof live food shall be clearly indicated on the construction documents. OF OCCUPANCY OR A CERlfCATE OF COMPLIANCE O TABLE N 1102.4.1.1 8402.4.1.1 T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar WOOD ROOF TRUSS SPECIFICATIONS: U MATERIAL STANDARD ( ) GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 Air Barrier and Insulation Installation electric installation and shall be labeled 'For Future Solar Electric'. The reserved space shall be positioned at the opposite (load) end from the input feeder ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. FIBER REINFORCED GYPSUM PANELS ASTM C 1278 location or main circuit location. NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. NONASBESTOS FIBER MAT REINFORCED CEMEN171TOUS BACKER UNITS ASTM C 1325 THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. rLM- 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. ~U BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. 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. At least one installed at Z the front and back of dwelling units. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: TABLE 8703.8.1 CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY f 9 D (EQUATION 16-8) � is required for each car space in a garage. IW GAPS IN THE AIR BARRIER SEALED. E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At feast one receptacle outlet Allowable Spans for steel lintels supporting masonry veneer ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + L (EQUATION 16-9) BE SEALED. D + S (EQUATION 16-10) SIZE OF STEEL ANGLE NO STORY ONE STORY Two STORIES E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. O a (inches) ABOVE ABOVE ABOVE WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D + .6W (EQUATION 16-12) LL Ln 13x3x1/4 6'-0` 4'-6' 3'-0` THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) KNEE WALLS SHALL BE SEALED. 1.400/4 s'-o" 5'-0" 4'-6' WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF Z ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. I-] lC) L6x3.5x5/4 1o'-O' 6'-0' 6'-0` DOORS SEALED. DESIGN LOADS:FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION TABLE R301.7 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 1� x3.5x1/ t4'-o' s'-6" 7'-0" RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER 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 ASCE7-10 , TCDL = 15 PSF, w a. Long leg of the angle shall be placed in a vertical position. GARAGE AND CANTILEVERED THE FOLLOWING LIVE LOADS: ALLOWABLE BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT' PHOTOVOLTAIC CELLS. r--q FLOORS) ROOF: STRUCTURAL MEMBER DEFLECTION C. Minimum bearing to be 6". 6 SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(6) TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .751 . MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 8703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section 8703.7.3. SPACE SHALL BE SEALED. �4 >_4 (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS Rafters having slopes greater than L/180 TRUSS DESIGN DRAWINGS SHAD_ BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESNGN DRAWINGS SHALL INCLUDE THE R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) 3:12 with no finished ceiling attached FOLLOWING INFORMATION: �--q 1. Minimum of 4 inches (102 mm) above the earth RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO to rafters 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. O 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 plastic with a minimum THE DRYWALL, AIRTIGHT AND IC RATED. FLOORS: 40 PSF 2. LOCATION OF ALL JOINTS. vertical attachment flange of 3 % inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM BALCONIES ANO DECKS: 40 PSF Interior walls and partitions H/180 3. REQUIRED BEARING WIDTHS. w EXTERIO WALL FROM THE SHOWERS AND TUBS. UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 4.1. TOP CHORD LNE LOAD OR SNOW LOAD. W stud walls in accordance with Section 8703.4. Floors and ceilings w/ brittle finish L/360 4.2. TOP CHORD DEAD LOAD. W R703.8.2.2. Support b roof construction. A steel angle shall be laced direct) on to of the roof construction. The roof supporting construction for the steel angle shall ELECTRICAL PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC WITH STORAGE: 20 PSF PPa Y P Y P PP 9 4.3. BOTTOM CHORD LIVE LOAD. consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.4. BOTTOM CHORD DEAD LOAD. 0 anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be Exterior walls with plaster or stucco finish L/180 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. 0 ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A r ^ r � anchored by the use of two 10d nails at every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel 4.6. CONTROLLING WIND LOADS. m V J V N1102.4.5 (8402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to Rmit air leakage between conditioned and EXPOSURE CATEGORY: B FROM 8301.2.1.4 shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. Exterior walls with brittle finishes L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested 6. EACH REACTION FORCE AND DIRECTION. ❑ R703.8.4 Anchorage: Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt w in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the Exterior walls with flexible finishes L/1 80 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY Q into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size= 22 US gage. Minimum tie from seismic provisions of code per interior wall or ceiling covering. R301.2.2 > fastener = Sd common nail. Airspace= Nominal 1" between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and housing and the ) LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES.Lintels supporting mason veneer L 600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. C402.4 (R402.4.6)Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings PP 9 rY / shall be spaced not more than 32' On Center horizontally and 24 inches on center vertically. PRESUMPTIVE COAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. Z (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. r ] 8703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at other points of support., including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. GM, and GC. 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. V R703.8.6 Weepholes shall be provided in the Outside wythe of masonry wells at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Section N1103 (8403) 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. Cn inch in diameter. Weepholes shall be located immediately above the flashing. Systems NOTE: Soils with clay or clay and silt will require a redesign R703.14.2 Fire Separation. Polypropylene sidin shall not be installed on walls with a fire separation distance of less than 5 feet 1524 mm and walls closer than 10 N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. of building footings. WOOD FLOOR TRUSS SPECIFICATIONS: pitg p ( ) WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. H feet (3048 mm) to a building on another lot. N 1103.1.1 (8403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling U)Exception: Walls perpendicular to the line used to determine the fire separation distance. the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include A B B R EV I AT I 0 N S 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: l`_ r , R801.3 Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of water disposal from roofs the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall D (EQUATION 16-8) Z V A.B. ANCHOR BOLT D + L (EQUATION 16-9) W that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainage system. initially be programmed by the manufacturer with a heating temperature set point no higher than 70'F (21 C) and a cooling temperature set point no lower D.S. DOWNSPOUT LT. WT'. LIGHTWEIGHT RING RANGE � than 78'F (26'C). A.F.F. ABOVE FINISH FLOOR pTl DETAIL LT. LIGHT R.O. ROUGH OPENING R802.1.5.4 Labeling each piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. ADJ. ADJACENT/ADJUSTABLE R D = DEAD LOAD, L = LIVE LOAD, � 8802.4.2 Framing details. Rafters shall be framed not more than 1 }� inches (38 mm) offset from each other to ridge board or directly opposite from each other N1103.2 8403.2 Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two i heating stems shall EA. EACH LVR• LOUVER RISER ( ) P PPY 9 9 pipe 9 sY A.F.T. ABOVE FINISH TREAD U have an outdoor setback control that lowers the boiler water tem erature based on the outdoor tem erature. E.J. EXPANSION JOINT L.T. LAUNDRY TUB RNID ROUND FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: with a collar tie. 802.3 Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. At P P ALUM. ALUMINUM ELEC. ELECTRICAL TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF O valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the rafter. N1103.3 (R403.3) Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. ANCH. ANCHOR MAS. MASONRY S.C. SAWCUT 0 P Y PP 9 Y g P 9 nY 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 (76.2 mm) in diameter and E� ELEVATION Hi and Valle rafters shall be supported at the ridge b a brace to a bearing partition or be designed to ca and distribute the specific load at that < ANGLE EQ, EQUAL MAT. MATERIAL SCHEM. SCHEMATIC TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF 1,/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF 360 OR .75`. point. Where the roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and ceiling greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a ARCH. ARCHITECTURAL MAX. MAXIMUM SHLF SHELF U EQUIP EQUIPMENT SHEET joists, such as ridge beams, hips and valleys, shall be designed as beams. minimum of R-6 where 3 inches 76.2 mm in diameter or greater and R-4.2 where less than 3 inches 76.2 mm in diameter. ® AT MDO MEDIUM DENSITY OVERLAY SHT. TRUSS DESIGN DRAWINGS SHALL ?E PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with ( ) 9 ( ) EXP. EXPANSION MECH. MECHANICAL SIM. SIMILAR FOLLOWING INFORMATION: Exception: Ducts or portions thereof located completely inside the building thermal envelope. BD. BOARD ECT EXTERIOR MIN. MINIMUM S.S. STAINLESS STEEL accepted engineering practices. 1. DEPTH, SPAN, AND SPACING. R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section M1601.4.1. BLDG. BUILDING EE. EACH END �, STEEL 2. LOCATION OF ALL JOINTS. 9 P Po 9 M.O. MASONRY OPENING timber members or 1-joists are prohibited except where permitted by the manufacturers recommendations or where the effects of such alterations are Exceptions: BM BEAM MTLMETAL STRUCT. STRUCTURAL 3. REQUIRED BEARING WIDTHS. 1. Air-impermeable spray foam products s hall be permitted to be applied without additional joint seals. BTM BOTTOM F/C FLOOR COVERING CHANGE SUSP. SUSPENSION 4.1. TOP CHORD LNE LOAD OR SNOW LOAD. specifically considered. 4.2. TOP CHORD DEAD LOAD. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported laterally by solid 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for BL.KG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SGD SLIDING GLASS DOOR continuous) welded joints and seams and lockin t e joints and seams of other than the snap-lock lock and button-lock es. BRG. BEARING FDN. FOUNDATION NTS SQ. SQUARE 4.3. BOTTOM CHORD LNE LOAD. r blocking, diagonal bridging (wood or metal) or a continuous 1 irch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding Y 1 9-YP 1 P types. BRK BRICK (NTS) NOT TO SCALE 4.4. BOTTOM CHORD DEAD LOAD. r r � tin � 8 feet. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. FLOOR TB TOWEL BAR 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. BSMT BASEMENT FP FIREPLACE TONGUE AND GROVE 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-O` and doubled over 4'-0' unless otherwise noted on plan. Connect with tecos for header N1103.4 (8403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105T (41'C) or below 55'F (13'C) shall CL CENTER LINE F.R. O.C. ON CENTER T & G o c4T 04 ai ri ai joist spans of 6'-O" and greater. be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shall be sized in C.M.U. CONCRETE MASONRY UNIT FIRM FIRE RATED OPER. OPERATOR TGS TOP OF GRADE SLAB 6. EACH REACTION FORCE AND DIRECTION. accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with RCCA Manual J FRAME TRV TOP OF FOUNDATION WALL 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G.,, U SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY 8806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, and insulation shall not block the free flow of air. Not less 9 C.J. CONTROL JOINT FT. FOOT / FEET OPNG. OPENING •� TYPICAL LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of the vent. or other approved heating and cooling calculation methodologies. COL_ COLUMN OPT• OPTIONAL P P 9 FTG FOOTING T TREAD 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical CONC. CONCRETE O.S.B. ORIENTED STRAND BOARDTR TOWEL ROD 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. Section R807 Attic Access Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved COND. CONDITION GA. GAUGE OZ. OUNCE 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. 8807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. CONT. CONTINUOUS GALV• GALVANIZED 1/R ONE ROD TRPL TRIPLE 11• MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall be measured from the top of the ceiling CONST. COVSTRUCTION G.C. GENERAL CONTRACTOR 1/S ONE SHELF U.N.O. UNLESS NOTED OTHERWISE 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. z m framingmembers to the underside of the roof framing members. Section N1104 (8404) Electrical Power and Lighting Systems CTSK. COJNTERSUNK GEN. GENERAL PC x z 9 GYP. GYPSUM POURED CONCRETE DRAFISTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FL(XK2-CEILING ASSEMBLY, DRAFfSTOPS SHALL BE g C.O. CASED OPENING VERT. VERTICAL m a The rough-framed opening shall be riot less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily N1104.1 (8404.1) Lighting and equipment (Mandatory). Not less than 90 percent of the permanently installed lighting fixtures shall contain only G.L. GLUE LAM PBD. PARTICLE BOARD INSTALLED SO THAT THE AREA OF THE OCINCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. vi z (7 V) 0 y 9 ( y 9 cY P CANT. CA14TILEVER V.I.F. VERIFY IN FIELD WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, ORWOOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBUES UNDER THE z z z O z z Co N Of accessible location. Where located in a wall, the opening shall Ibe not less than 22 inches wide b 30 inches high 559 mm wide b 762 mm high). hi high-efficacy lamps. PL. PLATE z C.T. CERAMIC TILE HGT. HEIGHT w WASHER FOLLOWING CIRCUMSTANCES: O O_ O_ i= O_ O_ w Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the HDWR. HARDWARE PNL. PANEL FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS, m 65 2 ¢ Coo7 a. : e CIG. GEEING W/ WITH > a_ access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is Section M1305 Appliance Access HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD Z E w E D PP C.M. CROWN MOULD WD. WOOD MATERIALS: DRAfTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. a i located in attics. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED WELDED WIRE FABRIC WI 1 w rh 06 U removing ermanent construction, other a liances, or an other i in or ducts not connected to thea liance bein ins ected, serviced, re aired or HR. PR. PAIR W.W.F. 9 P PP Y P P 9 PP 9 P P p DRYER HOUR WO OR W/O WALKOUT m Section R902 Fire Classification replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to HDR. HEADER PROJ. PROJECT / PROJECTED WNDW WINDOW PEVNY TYPICAL ROOF & FLOOR TRUSS NOTES: 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 roofing shall be installed in service an appliance. HB HOSE BIB PSI POUNDS PER SQ. IN. N urisdictions designated b law as re uirin their use or where the edge of the roof is less than 3 feet 914 mm from a lot line. Class A B and C M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal DBL. DOUBLE PSF POUNDS PER SQ.FT. o I 9 Y 51 9 9 ( ) pp 9 pp P P 9 P 9 Y 9 9 DIA. DIAMETER I.D. INSIDE DIAMETER t TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL N roofing required by this section to be listed shall be tested in accordance with UL 790 or STM E 108. of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and not more than 20 feet (6096 mm) long measured INGR. IN GROUND P.T. PRESSURE TREATED R 902.4 Rooftopmounted photovoltaic panel system. Rooftop mounted photovoltaic panel system installed on or above the roof covering shall be tested, listed and along the centerline of the passageway from the opening to the appliance. DIR. DIPECTION COMPLY WITH ALLANSBE 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED U A REGISTERED PROFESSIONAL ENGINEER LIN THE STATE OF NEW YORK. P P Y P P P Y 9 9 Pa 9 Y P 9 PP INSUI_ INSULATION QUAD. QUADRUPLE identified with a fire classification in accordance with UL 2703. Class A, B or C photovoltaic panel system shall be installed in jurisdictions designated b law DN DODR • TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT' WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO P P Ys I 9 Y M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) DR DDDR INT. INTERIOR REQ'D REQUIRED INSURE TIGHT FITTING JOINTS. as requiring their use or where the edge of the roof is less than 3 feet 914 mm from a lot line. above the floor in garages. I.S. INSIDE CORNER REF. REFER TO REFERENCE R q 9 9 ( ) 9 9 DW DISI WASHER RMS. ROOMS TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND " CA R 903.2.1 Exposed wall flashing required to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. 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 every 45 degree bend and DWG, DRAWING JT. JOINT REINF. REINFORCING,REINFORCED METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE R 905.1.2 An ice barrier water shield shall be installed per manufacturers specifications, to maintain product warranty. Car down front of fascia, min 4" 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhausts stem shall comply with code section M1502 listed and LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION BCSI GUIDE TO GOOD PRACTICE FOR Z / P P P Y Carry 9 9 ry Y PY KSI KIPS PER SQUARE INCH ( ) W typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or labeled in accordance with UL215&k Exhaust duct size shall comply with code section M1506. HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 2 E-+ C) higher. Ice protection requirements per table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less k TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPUCED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL IL D than 4:12, entire roof to receive ice & water shield. G2415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping is located less than 1 THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS O O m inches 38 mm from the framing member face to which wall, ceiling or floor membranes will be attached, the shall be protected b shield plates that BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. -•I 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 ( ) 9 9 pipe P Y P W Y slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double cover the width of the pipe and the framing member and that extend not less than 4 inches (51 mm) to each side of the framing member. Where the > U W underlayment application is required in accordance wish Section R905.1.1. framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member 0= ~¢ gage [0.105 inch (3 mm)] shank with a minimum 3f8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches (305 mm) ho R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing member. GRAPHIC SYM B 0 LS WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: U p rizontally of - All general notes unless otherwise noted on plans or product specifications. Z penetrate through the roofing materials and not less than % inch 19.1 mm into the roof sheathing. Where the roof sheathing is the vent terminal. Door stops or closures shall not be installed to obtain this clearance. - All applicable state & local codes, ordinances and regulations if any. C7 P 9 9 ( ) g• 9 STRUCTURAL CALC. REFERENCE Cl) 4 G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontal) from or 1 foot above an ® - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict less than /, inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. 9 Y 9 PP y Y DET W r T, il 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 door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground DETAIL REFERENCE compliance with manufacturer's specifications and / or recommendations. 0 W level. 5HT c..> - General contractors and subcontractors to review these construction documents upon receipt from architect inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof FLOOR FINISH CHANGE or into the utter. Where siding is provided on the vertical sidewall onto the roof or into the utter. Where siding is provided on 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 from any air opening `` and report an and all discrepancies including an dimensional conflicts, immediate) to architect for Z 9 9 P 9 9 P P Y P 9 Y Y the vertical side wall, the vertical le of the flashing shall be continuous under the siding. Where anchored mason veneer is into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent T 9 9 9• masonry corrective measures prior to construction. F+�1 provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashin shall be termination clearance. x P 9 P 9 # DOOR � HARDWARE TYPE - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. iii c� provided in accordance with Section R703.7.2.2. 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 from any air opening into 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 the building. �� _ _ _ �� BUILDING SECTION - The general notes and typical details apply throughout the job unless otherwise noted or shown. � c0 PP ( ) P 9 1 ( ) 9 SHT SHT - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the M overlapped not less than 2 inches 51 mm . Drip edges shall extend not less than ,� inch 6.4 mm below the roof sheathing #^ O m and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof Section G2439 (614) Clothes Dryer Exhaust < }-- PARTITION TYPE contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper z ��// adjustment before proceeding with the work. � � w deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust systems shall be independent of all Z qa qa over the drip edge along eaves and under the drip edge along rake edges. other systems and shall convey the moisture and any products of combustion to the outside of the building. - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their C7 0 0 R 1001.1 Mason fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 construction shall be of the same character as for similar conditions that are shown or noted elsewhere on - ry P Y PP P P G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust (n •• •••• • •••••••••••••. •• . •...........•... and 4 of this code. duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. the construction document set. LU 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 - All work is to be performed in a professional manner and in accordance with best practice and consistent 0 `6 (FRED than 3 feet above the highest point where the chimney passes through the roof. Section P2607 Waterproofing of Openings -with manufacturers and suppliers recommended installation procedures. U ��, N QUERT,q P penetrating pipe P 9 PP 9 PP The architect has not been retained to perform framing inspections and or field inspection. The architect I-,' \ P2607.1 Pipes enetratin roofs. Where a i penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elostomeric material shall be installed P 9 P / Q �� , r O,,, y Section 81004 Factory-Built Fireplaces in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing 11 �'1 c� �• R 1004.1 Facto built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Facto t�; Factory p 9 Factory internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. with respect to the construction documents. W �� `T built fireplaces shall be tested in accordance with UL 127. PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS"), 8 NYCRR 69.5, ENTITLED l R 10004.5 Gasketed fireplace doors. A Basketed fireplace door shall not be installed on a factory built fireplace except where the fireplace s L.; a z C` "SEALS", AN ARCHITECT WHO SEALS "PIANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING T1iAT: R IS A n x' Y system has been specifically tested, listed and labeled for such use in accordance with UL 127. 006.1 Facto built or mason fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. ^ :: "�� ; R 1 Factory masonry PPPY P P is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. ❑ Q 2�,1p : ��' • : Energy Efficiency 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 B NUMBER cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 1712) throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with 016023 numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam thickness and installed R-value shall be listed on certification provided by the insulation installer. W UNIT 5 1 UNIT 5 2 Q SHEET NUMBER MODEL B (MODEL B- 1 ) T 20 W W I ___ ___ I __ I I I 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, CONNECT KING STUDS TO TOP PLATE Ur?O X O ROOF FRAMING WRAP 1-1/4X22 6A 6ALV.COIL STRAP 2x4 OR 2x6 Z ATTACH TO EAGti PAiR (f w X Zt'MR OF OFPOSN6 Rk-US OVER TOP OF TOP PLATE AND NAIL W E ATTACH TO EACH PAR CRIPPLE 5TUD5 2x AGQ LEDGER W/2-3/8"x5"LA6 EL OF OPP05N6 RAt-TH3R6 RGLOF RAFff3t, " VOL TOP PLATE I6'O.G. Root SEE� BOLTS 6 I6 OG INTO STUDS 0 6M FLAW 2X BLOGKIN6 0 51MP50N 5TRON6-TIE Z r , � • a A35 0 EVERY RR AT 2 END BAYS 2X4 STUD WALL OR v 61IRSON 6TRaO 5hP5GN SrRft -- CL CEILING JOIST OR GABLE S ,BEND� O_ Q,,� L_ SIMS'".�ON 5TRONCrTIE H2 8D NAILS -TE H15 H6 5IMP50N STRONG-TIE TR1155 BOTTOM CHORD SIMPSON H2 CONNECTOR a EA � I-- 4-J � t� TYP. 8d NAILS TYP. RDCf-6rR'P5 SI U M AITAW TO EACH PAR GF CPPD"RAP M ALTERNATE To RIDGE STRAP= �WIVN:RDE STRAPS AE NOr VM DOLLAR TIES LF PROVIDE 2X4 COLLAR TiE AT HH3® EVERY RR RAFTER IG STUD AND KIN65 r NOMINAL OR 1LGA ARE LOCATED N T1f LPPIit Tt1IRD 0 Ttt ZIPPER THIRD OF THE ATTIC SPACE (WHET)ALIGNED) Q o FOR U5E WEN STUDS AND USE IN GON61NAT10N ONLY WHEN STUDS AND � LlMpet � •1--� U � � rn DO NOT AL16H ATTIC,6PACE AND ATTAaV TO EACH PAR GF RAPTl3R6 W/4-IOd NALS WA 4-I0d AT EACH RAFTER) G5-22 STRAP AT 1-- +�. y N} LSU26 FOR 2x6 DETAIL 4 z EACH STUD,SEE U) U ` L W26 FOR 2x8,2x1O,OR 2x12 U Q 0 cM N FRAMED KI �6 ❑ U M RIDGE STRAP DETAIL / RIDGE STRAP DETAIL LU25om aN ERON6-TIE STUDS a I b �D (FOR CATH.GL6S WITHOUT DOLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) LU2b® EVERY GJ STUDS a Ib"OG. _ 2x AGQ LEDGER W/3/8'x5"LAG NO SPECIAL FT d eo Mr. 2 N.TS. LOCATE AT / `J N.TS. LOCATE AT EVERY RAFTER BOLT 0 I6"OG INTO STUDS � IGONNEGN THIS�A REQ SNPxN STRONG %JM STIR" / STRAPPING TO BE I-V4 X 22 GA. 6ALV.,SEE DETAIL 4/01.ALL STRAPPING -r1E LT5 -re lib / GABLE END MILL TO BEAR A MIN.OF 10"ON FRAMING. 51MPr.�ON SrRLN6 8D NAL5 TYI'.�IOD MAY DE USD t A°fl.CD / TE�OR HIO M I ff-A FL 10�U". // PORGH -ROOF 8D NAILS TYP. FOR USE pM STUDS Alb 115E IN WMeINATION ONLY WHEN 51UD5 AAb STRAPP I NC DETAIL DETAIL T ATTIC Z 0 IRAFTI�A 16N `RAFf1�R5 DO NOT ALIGN N.T5. �NT S. STRAPPING TO RUN ONTO RIM JOIST,SEE DETAIL cW1(ONE STORY)OR ONTO STUD U ROOF RAFTER HURR I GA�NE TIES AT WALL BELOW(rWo STORY) Cn 1 \ E- N.TS. LOCATED AT EVERY ROOF RAFTER ` ATT I G Z O � - - ST�RAPP I NC DETAIL � SIMPSN PowCAP +, i� FOR FRAME GONNEGTI ONS O ' 115E EC,U�-4 AT END6 LL DI N.rS. O~ 2�I ' `D FLOOR /� �" (2)1x " " 4-I6d PAGE NAILS FROM Z / 6TRAP OR 4x PROVIDE 3 X3,(6 X3 WASHER PLATT=AT ALL ANCHOR BOLTS KING STUD INTO HEP,DER ❑ MSTG481Xs SECURED BY WOOD SILL PLATES. /// COLUMN POST TOP ANCHOR SIMP50H PAS OR 5B ANCHOR BOLTS MAY BE USED IN LIEU OF STRM START NAILS THREADED ROD W/WA5HER PLATE. F J EW LENGTH N.T5. LOCATE AT EVE32Y COLUMN/6N2DE°R CONNECTION H/r LP� PROVIDE 3'X6'X.O3b'6ALV.STEEL PLATE IN Ir MR �I / L�0'� 6-80 NAILS AT CORiERS AND INTERSECTING (4)NMS MR N NALS r LDOTH ) i l I NAL5 ;fl 12-8D NAILS AT AT BUTT JOINTS IN 5TRA16K - SIMP`50N LSTA12 STRAP W/ WALLS. 3'X12"XrD36'6ALV.STEEL PLATE W/ -T WALLS WHERE THERE SINGLE PLATE OR HEADER 2X6 KING STUDS NDN)= EACH JACK STUD 000 ��� l J `' ONE AT SPANS UP TO b FEET 5-IOD NAILS EACH END AT AGE 24 MINIMUM LAP SPLICE TWO FOR SPANS 6 TO 12 FEET O GUT LE N6TNt NAILS 21/8 5/6"4P A301 ROD THREADED 6"130TH ENDS. nNR>3 FOR SPANS 12 TO 16 FEET 2X6 JACK STUDS NDN). FRWANCE a-DVDE a-�• FRE-W 3/4'AND V ROD AT 51MP5%STEEL 5TRON6 WALL,SEE PLANS 12-160 MIN.NAILS ONE AT SPANS<V ^ Tia �j m IST FLOOR a NAILS AT ALL SPLICES TWO AT SPANS FROM V TO 12' w THR� AT SPANS>12 2'X3/e"X3'WA5HER PL W/NUT EACH 51PE UNLESS N07ID OTHERWISE ON PLAN Q s1MPsoN POST BASE r_v cA (4)NNS MR N I AB1144 OR ABU66,SEE PLAN rt.LENSTH n?) C5-22 COIL STRAP I UPPER STORY SHEAR m WALL TO GIRDER ALTERNATE ANGHOR BOLT DETAIL e EXTERIOR WALL ❑ FLOOR TO FLOOR TIES 1 - -- BELOW GONNEGTION W Q 4 I l J FOR SET BACK WALLS HDU HOLD-DOWNS AND STRONG WALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTION l� N.TS. LOCATED AT EVERY STUD \ 1/2'4 HOOKED ANCHOR BOLT W/T' \ FOUNDATION MINIMUM EMBEDMENT OR EXPANSION I� N.TS. 1� I NOTE- I \ BOLT WU 5'MINIMUM EM BED ENT N.T5. N.TS. (OL STRAPS UM SIOTHNS PROVIDE:8d GLfiHdON(ON x Ir Lft)NAILS. U OIL 6WPS M alllt N6 PRNM IN GOMON(04M x V LDN6)NALS I `\ rri \ COLUMN P05T BOTTOM ANCHOR a \ ALLOWABLE HOLES - U LOCATE AT EVERY GOLLIMW 61RDE92 COMIEGTIGMI \ rTO T VAlev W $D NAIL a 6'0/0 AT ALL PANEL EDGES r , _ _ 160 NAIL®24 O/G I- v Ta NrAtM HIP RAFTER, 160 NAIL a 24'0/C, �■ OSB OR PLYWOOD LVL Headers and Beams Z 51MP50N HGP HIP yHEp,THINo Microilame LVL W W Rr!'Ttx SEE PLAN INTERIOR 1.3E TimberStrand® and NOTE,WHERE 24'WIDE MINIMUM FULL HE169 1 (4)NAL6 MIN N CORNER TIE LSL hole zone Parallam®PSL 2 x diameter of the Y depth U WALL RETURN 15 PROVIDED AT ENDS OF 1 D•L13J6111 hole zo largest hole(minimum) BRACED WALL LINE THE 800 HOLD"MAY 1 li BE ELIMINATED. PROVIDE TWO(ONE AT EACH �4, 1z'Lt?J5Tt1(iAN) ` SIDE)CS-22 STRAPS PER DETAIL 4 IN LIEU OF 1 ``�` 6'0/6 L5TA36 SIRUPS SHOWN IN THE DETAIL NAIL 5H EATHINS TO 51 '� ��J $D NAIL a EI - T - SILL PLATE WA 8d 2X AW 5111 PLATE. DOUBLE ° o AT ALL PANEL ED6E5 EXTERIOR INTERIOR YPSUM BOARD d o - - 1 NAILS 0 4'0/G SILL AT PUL BA_TMENi5 0 0 0 5/6 DIA STEEL ANCHOR -1 T'MINIMUM - --- - SD NAIL a 12'0/6 AT ALL Microllame LVL and BOLTS MAX 2'8 OG. i Ix b nAr VARY EMBEDMENT EXTEND BOLTS MIN T'INTO 65 22 COIL STRAP 4W 9N/TO RN'TFR MEMBERS NOT AT PANEL E06B Parallam®PSL FEN.WITH T16HTENED NTT t allowed hole zone 3'x 3'WASHER TO EACH BOLT. �)1 x , middle Y span PROVIDE TERMITE SHIELD SILL "LTP4 RATE NW TO SNFSM 60L SW LSTA36 WV 10-I0d NAILS $4 CONTINUOUS BAR SEAL AND MAINTAIN 8'MIN. SILL PLATE RM AND SILL PLATE A li 0/C, AT PA',Ni WME 15 32 o5B OR INSIDE CORNER OUTSIDE CORNER LOCATED 2'TO 6 PLYWOOD SHEATHING INTO STUD ABOVE AND FROM TOP�WALL FROM HD TO hTN15HED GRADE vALEY J1AC NrT3t�Gr5. d 1.3E TimberStrand® LSL allowed hole zone d n H3flOW(2 EACH CORNER) NOTE, NAL A5 PHt rAGLE exp wtcHA PLAN VIEW PLAN VIEW N TaII=zgBOK General Notes Q N N N ai rZ m ,j rii r- r.. m EXTERIOR WALL TOP G / 0 N N vi lh (61- EXTERIOR 6 �FOUNDATION PLAN COIL STRAPS UNDER SHEATHING PROVIDE=8d COMMON(0.131x25'LONG)NAILS.COIL EXTL�I V� ��� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded STRAPS OVER 5HEA7HIN6 PROVIDE,IOd COMMON(0.131 x 3'LONG)NAILS. DEPTH HOLE SIZE headers and beams only. nd STORY CORNER GONNEGTORS TYPICAL ANCHOR BOLT STUD TO RIM J015T TO SILL PLATE 5�APNO DE AILSE VALLEY PLATE HIP GONNEGTION WALL FRAMING 4%a" V • Round holes only @N �.� 5Yz" 1%a" • No holes in cantilevers. LOCATE AT EVERY STUD N.T.S. I� ria-1 IS 7Y"to to 20" 2" • No holes in headers or beams in lank orientation. See illustration for Allowed Hole Zone DO NOT cut,notch or drill N.TS. LOCATED AT EVE=RY CORNER 8 N.TS. LOCATION AS NOTED N.TS. N.T.S. N.TS. p holes in headers except as 0 indicated in illustrations g Z A MINIMIA•1 OF TWO BRACED WALL LINES(E9Nl)ARE REid11R®IN EACH DN26GT10N OF A ElULDMB. E!W 5 SFW.L NOT EiE SPADED and tables. m a g z z z o z z Z iL N t>RE�STRAP IME wAtl�fATtMr6 w 6L� f1 0 0 o Foo � MORE THAN 60 FT APART. WAL15 WTHIN A BWL.,FW L NOT HE OFFSET E!Y MORE THAN 4 FEET FROM A BW_. EiVLI.LOCATIONS ARE _ TD Tap ar fvw will-r U�-��I I ��, TO TGF af"PIGMf w/L-r 1151 I I v� W Z5 j co to a Q WDIC,MW ON FI"DOTH PLANS NOTE.2 FT MAX PONY WALL MAY BE I 1 2 FT MAX PONY WALL MAY BE 6WWN WIZ FIaP MN AT Cf-W�.'P IPRACV N A BRACED WALL PANEL(Bl^lP)SHALL OWN 14"10 FEET OF EACH EW OF A BW.. THE DISTANCE BETkM ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER 1 W W 12 w W IX ab a5 U WALL END PANELS(TYPE A)HDU AS RMURED EDSM OF BMPS 5FWl NOT BE GREATER THAN 20 FST. T1EZE SHALL BE A MINIMUM OF TWO BPP ON EACH E1W-EXCEPT AT ® AT I 6151)WALL DETAIL G AND D. WALLS(16 FEET LONG MAY HAVE ONE 48 OR LON6PR E1NP. E3Vi"r' LIRE TYPICALLY G5-W5P SHEATHED BRACED WALL PANELS 3 I/Y WIDE LVL POUTER(SEE PINEL o ® S-IOD MALS AT DTTIZ Mn A)OR GYPSUM BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BWP TYPES A ��, GONnNIXJUS To OUTSIDE of PIAHFi N ® AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BW 15 REQUIRED. o BHP TYPES ARE INDICATED ON FLOOR PLANS. N ® -3/8'4 THREADED ROD � AD (� ® G5-W5P GONTINUOU5LY 5HEATHED BRACED WALL PANELS(TYPE A)SHALL MEET z z NOTE.WHERE 24'WIDE MINI"PUL HEIGHT THE HINKH LENS OF TABLE'Rb02.105. NAIL 7(y'MINIMIM WAIL CONTINUOUS IIH4 MIN DEH'HEADER TO � CONTINUOUS IIV4 MIN DEEP HEADER TO WALL RETURN 15 PROVIDED AT E05 OF SHEATNIN6 NTH 8d NAILS O 610/G(EDGES)AND L2'OK�MD)AND PROVIDE 2X OUTSIDE KIN&STLV(SET=FLAW Q OUTSIDE KING STUD(SEE PLAW Q PNB.EIEC I,,,_ C,5- BRALEU WALL LINE THE WOO BLOCIGIN6 AT ALL lNSUIPPORTED PA 13-EDSES PROVIDE 600 POUND HOLD" FASTEN J'SLEATHIN6 TO HEADER W/ FASTEN�'SHOATHNNG TO HEADER NV Z HOLDOWN MAY BE ELIMINATED. PER DETAIL Iq OR20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE 8D NAILS 0 3'0/G IN EACH DIRECTION 8D NAILS 0 310/6 IN EACH DIRECTION W EITHER A24"MRUMUM FULL HEIGHT WALL RETURN OR A 48'MINIMUM BW'. SIMPSON LSTA24 STRAP ON BOTH SIDES AND � SIMPSON LSTA24 STRAP ON UNSHEATHED TRIM TOP OF PANEL AS REQV 2 E'-'( 0 TABLE R602.105 MINIMUM LENGTH REQUIREMENTS OF C546P EACH OF HEADER TO JACK STUD W/16-IOD NAILS � FACE W 16-100 NAILS b V4"5 Z SCREWS a- '! , D CONTINUOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER WY 2 FASTEN TOP PLATE TO HEADER WV 2 F- �•{� m ROWS OF Ibd NAILS a 3b/G ROWS OF 16d NAILS 0 3b/G Z PORTAL STRAPS V2'FROM EDGE ON J W BOTH SIDES(4 STRAP51 PANEL) Y WALL AJAGENT CLEAR MINIMUM LENGTH OF s p WAIL MIN PANEL W U HEIGHT(FT) WIDTH'L' w HEIGHT(FT) OPN6 HEIGHT BRACED WALL PANEL � U -51HP`50N CNN/COl1PLER NUT . PANEL SHALL HAVE A LE16TH'L'OF NOi PANEL SHALL HAVE A LENSTH V OF NOT W W � $ 64 TO' 32 LESS THAN 16"FOR 8 FT WALL,IB'FOR q � LESS THAN IV FOR ONE STORY AND 24'FOR $ 25 0 � = Q • FT WALL,NO 20'FOR A 10 FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION. q 32" 51MP50N 5W5B STRONG WALL 5B Z 0 0 80"TO qb" 36"0 X PLAN FOR ACTUAL LEN6TH XX SEE PUN/FOR ACTUAL LEN5TH 10 34' PANEL,VERIFY PANEL 15 PLUMB f <64' 2l' GYPSUM BOARD "6B'BRACED WALL PANELS('TYPE B)5HHALL BE Q Q 11 38" 0 3/8'4 ANCHOR BOLT OR q 64'TO 80' 30' 48'MINIMUM M LBr6 M ON BOTH SIDES OF WALL PER TABLE 12 42' NOTE=DETAIL APPLIES TO ~� 4 ADHESIVE ANCHOR $0"TO q6" 41' -112h=05. SECAM&6YP5LIH BOARD NTN 6d COOLeR NAILS, (2)JACK STUDS MIN.OR PER PIAN (2)JACK STUDS MIN.OR PER PLAN BOTH ENDS OF HEADER W n <64' 30' Agl5'X Ofi 6YPE�IIM BD NAILS,OR jOWN X I 0 • 10 64'TO 60' 30' NAILS 0 T 0/C,(EDGE'S)AHD'T'0/G(FIELD). BL�OGHCIN6 15 NOT � � LL 80'TO q6' 38" AT Ilf�I1PPORTED PANEL LEDGES W8l PANELS ARE BLOCKING AT PANEL.EDGES •� BLOCKING,AT PANEL EDGES N ❑ "Partlal credit for panels 36"to 48'wide per R602.1052 HEEWITALI HORIZONTALLYUQ Y/�JOIST BELOW TYPE BWALLS. ONE JACK AND KING STUDS ONE JACK AND KING STUDS BLACKING AT PAWL LEDGES TWO KING STUDS--� TYPICAL HOEDOWN DETAIL AT CONTINUOUSLY SHEATHED WOOD 'L°o > 12'To STUCTU RAL PANEL "CS-WSP" -TYPE A FASTEN IN D SHEATHING TO EACH STIR FASTEN T/Ib'SFFATHINs TO EACH STUD FRAMED FLOOR GYPSUM BOARD "GB" - TYPE B AND SILL w SD COMMON NAILS.3'oiG AND SILL W1/80 COMMON NAILS e 3'0/C, F im AB FASTEN 7/161 SFEATHIN6 TO STUD Z (^ rn NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL W/bd NAILS o 4'O/C, Z `+ , PORTAL DETAIL"A'ONLY APPLIES 51MP`AN HHDIb HOLD"W/N-I/4'SD5 51MP`iON HDU2 HIOLDOItN YA b I/4' Q 1 N.T.S. TO 2 FT TO 18 FT WIDE OPENIN65. SCREWS H IDOUBLEN END 51107 5D5 SCREWS IF NO FLOOR ABOVE.' Z TABLE 602.10.3(1)BRACING REQUIREMENTS BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO SCREWS HOEDOWN W/to A (D � � 6 WIND SPEED,EXP05L RE B,30 FT MEAN,ROOF HHEI6HT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-1/2'4 ANCHOR BOLT OR EXPANSION 5G�15 IF FLOOR ABOVE. PANS TO 51T DIRECTLY TI TOP OF GONISIT DI FOUNDATION WALL ...�......... . U SMPSON DTM H1GLA71MN AT Cf-W6?bRA V WALL HEIGHTS,AND 2 BRACED WALL LINES BOLT WITH 2'X2')V PL WASHER W ADJUSTMENT STORY CONDITION ADJUSTMENT 1/2'4 ANCHOR OR EXPANSION BOLT r E R BASED ON SUPPORTING FACTOR 2-1/2'40 AWHOR OR EXPANSION BOLT WALL ETD PATS(HYPE A)FUU AS RFl�{1RED OVER - - 0 i" (O\� �O ®„ AT DRAG®WALL PETALS G AND D. STORY BWL SPACING CONT MET1i0D 6B 5HEATHIN6 EXP05URE GATT 60RY ONE STORY G 64 BAR 1S TIN TOP OE GONGREiE CONCRETE s4 BAR GONr IN TOP OF GaNGRETE #3 TIE (� ✓� Q- R QE/yT - n � SLIDE MALS AT DTfll TOP 10' 25' S5' �'�GATE:60RY ONE STORY D 1.5 F�AraN FOUNDATION Foua7ATtON cy y LS4 BAR CONT N TOP AND BOTTOM Q EXP05URE CATEGORY TWO STORY G 1.3 PA�-18 AMC.HOR BOLT OR%'THRF�,DED OF CONCRETE FOUNDATION SIMPSON 5B7/BX24 OR PART-18 ANCHOR ROD W/WASHER PLATE,SEE DETAIL 15/DI EiOLT OR Ye THREADED ROD, W a m C EXPOSURE CATE60RY TWO STORY D 1 b EXTEND WALL SHEATHI%OVER RIM J015T r;;d ' t Z _ m SEE DETAIL 15/DI = r TOP 20 5.0 10.0 OVER ROD N/1 N H O PLATE,SEE DET ROOF SAVE TO R106E ROOF ONLY 15 FT 1.3 PAHA EDGE 0 fjT TOP 71 30' 1.0' 145' ROOF SAVE TO R106E ROOF ONLY 20 FT Ib FRAMED WALL PORTAL DETAIL"B'ONLY APPLIES TO 6 FT TO 18 FT WIDE OPENINGS. (n FLOOR PANEL HAS CONME3L IN&LEII19TH OF 48'TOWARDS R602.10.3(I)MINIMUM LEN6TN WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS TOP 40 q.0 18 5 ROOF EAVE TO RIDGE ROOF+I FLUOR 15 FT 1.15K�� REGIUIREMi£NT5 FOR BRACED WALL PANELS AT BRACED WALL LIMES. WNL.TO� GONTRIBUTIM6 LENSTH of 48'TOWIARDS wo2.lo3(I)MINIMUM LENGTH SIM 05ON SiROWE- ANLL REQUIRES EN6 NEERED DE516H TO ! �\610 If i ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 13 PARL SIZE AM AW,+M BOLTS FOR 1151 ON FIRST FLOOR APF1 ILATIOH ONLY. REQUIREMENTS FOR BRACED WALL PANGS AT BRACH WALL LINES. ACTUAL HIORITO ZONTAL DESIGN WIND L AND CONDITION ❑ �/��/1����`` TOP 50' I I.0' 23.0' ROOF EAVE TO R106E ROOF+2 FLOOR 15 FT 1.1 ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP 1 TOP 60' 13.0' 215' WALL HEIGHT ANY STORY SFT 0.11 CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL J NUMBER 3/8'4 ANCAM BOLT OR BOTTOM OF 2 101 5.0' 105' WALL HE16HT ANY STORY q FT OAA DETAIL - TYPE E DETAIL - TYPE F ADFE5IVEWHOR WALL HE16HT ANY STORY 11 FT 1.05 C FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPE D 016023 BOTTOM OF 2 20' q.0' Iq.O' WALL HEIGHT ANY STORY 12 FT 1.1 NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD ILLI oaba.: NUMBER OF BWL PER PLAN DIRECTION AT STORY 3 13 BOTTOM OF 2 30' 13.0' 2T5' N1i�OF BHL PER PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER BOTTOM OF 2 401 11.01 36.01 OF B^L PER PLAN DIRECTION AT STORY 5 OR MORE Ib HOLDOHN DETA k I L AT SLAB BOTTOM OF 2 50' 21.0' 44D1 A E°STO�To�HMHo'V C�INSIDE FACE OF BHS 1.4 (_2 j B RAC E D WALL PAN E L D ETAI LS Z N THIS UNIT 51 (MODEL B) UNIT 5 2 (MODEL B- 1 LV N.TS. BOTTOM OF 2 60' 25.0' 525' APPLIES TO METHOD 6B ONLY STORY 4"O/G 0.1 �) NOT TO SCALE ) O W COPYRIGHT GRCH ARCHITECTURE P.C. :2017: ALL RIGHTS RESERVED H Z �i 2 HR 5EPERATION E WALL PER UL#336 p 41-0" 0 41-0" U 2 No VENTING) (NO VENTING) p 3 o V � RIDGE VENT RID6E VENT O o � � U4--) co■ _� BI-5 12 � N �N� co �F+ N>: ? 12 �q ,� yw2 - q I ZV 7tl2fZ U4) C 12 12 X12 12 q O L w cM 12 12 ' 12 1 6UTTER5 d LEADERS U Q c m b'AZEK TRIM BOARD ,P IA BD. ALL 6UTTER5 d LEADERS SHALL BE BAKED WHITE ALUMINUM.032"MIN.6AU6E,6UTTER5 ElM co SHALL BE 5'5EAf-LESS,0.6.5TYL.E W/ALL U HARDIPLANK HORIZONTAL mb HIGH BLIND RELA7Ep I REQUIRED ACCESSORIES LEADERS - CLAP 510ING 177 8" 8" 8° 1M FLASHING SHALL BE MIN.2'x3',.021'6AU6E W/CLIPS d a I'x 8"AZEK RAKE BD W/ !11OH. OH. OH. AN6UfT�5I�AUL JOINTS. PITCH IN 3"AZEK TRIM(TYP) 12 q b"DIA6.AZEK = RE( &'ABOVE OR5 GRADE TO RECEIVE ------..--.... -� 12 LEADERS(CLOSED GAP DESIGN). -- TRIM BOARD 2040 ° 2040 2 q q 12 b'HIGH BLIND DH '�' DH 2-1. �j \ 12 I— _ Nit?. `�' \' ._ Q ' .'_��q o — — A6GIA aq. 24" HEEL HEIGHT \ - � O f -= - - = � Ix8 FASCIA BD. Q - - - - - - - AL16N -- GARAGE \ M.BEDROOM - - - - - - FASCIAS 6ARAGE - _-r_ w PLATE HT. - _-____ _ - - _ _ BREAKFAS / . PLATE HT. Z 2'-0' -=. 2'-0" O 12'+0" U 12 LINE OF ROOF OH' f OH. 11 2 0 TRU55 BEYOND O q NOTE W: I / ' ^ I"X8' AZEK = PVC SHUTTERS WITH FIXED / 0 � i i FRIEZE BD. = O ' HINGES. WIDTH OF F I I (3) 2x8 P.T.61RDER Q SHUTTER TO BE HALF s T $ I I ° Z QjiVJ BEYOND o WIDTH OF WINDOW. = p s s i i LINE BEYOND77 ROOM Q ❑ 1� Ix8 FA5GIA BOARD i `� GOLUMN®COVERED _ COLUMN 0 I is, PORCH BEYONDSUE j i—PORCH BEYOND� = FIN. 15T FLOOR l i I I _ _ _ _ FN. 15 I I 51MP50N LU528-3 FACE I I. _ _ FIN. 15T FL MOUNT HANGERELEV. 0 _ — — — — — — — — �/T� (3) 2x12 P.T. GIRDER BEYOND I I Ix4 AZEK TRIM I ( I I"X6' AZEK I EXTERIOR WALL I I I- W A r Ix AZEK TRIM BOARD OVER I I ALL SIDES I I IHATCHED NDICATES La TION ALL TRIM I TRIM BOARD I -HARDIPI.ANK SHINGLE SIDING I I W I ALL SIDES I -Tr/EK OR EQUAL I I I OF FIRE RATED ROOF d -UIb'055 51-EATHIN6 OH. GIRDERS(TYP) I I I I WALL 5HEATHIN6,4'-0" I I -2x6 WOOD STUDS® Ib"O.G. I I m V J v _ u w �u 51MP50N BG52-3/b P05T o FROM CENTER OF I I -b"R-19 BATTS I I w O GAP ANCHOR ( I I I FIREWALL-EACH SIDE I I I I d ❑ 'o l 10" 5QUARE HBd6 PERMA GA5T ' = COLUMN#46382 W/SQUARE FLAT GAP I BA5E (OR EQUAL) - I I I I � I I I I U CORNER COLUMN TO BE (n 4" 2'-O" I Q BASEMENT I I I I I I I I BASEMENT PROVIDED W/SPLIT KIT - - - - - —- - - - — — — — — — — — — — — — — — — — — — — — —IT — — — —11— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —=1L — — — — — — — — — I bxb P.T.P05TWITH5IMP50N LJ- - - - - - - - - - - - - - - - - - - - - - - -- - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 - - - - - - - - - - - - L- - - - - - - ABU66 P05T BASE (TVP -ALL � ) UNIT 5 2 U �i 2 HR 5EPERATION Z WALL PER UL#33� UNIT 51 W TYP. REAR COV. PORCH DETAIL MODEL B- 1 (INKBERRY) MODEL B (JUNIPER) L) ��ONT ELEVATION 0 3/4"=1'-0" B2-I p I/4u _ I i-0r (L 2 HR 5EPERATION WALL PER UL#336 TYPICAL ROOFIN6: ARCHITECTURAL 5HIN6LE515# FELT 4'-0" 4'-0" UNDERLAYMENT ROOF VENTS MO VENTING) (NO VENTING) RIDGES TO ALIGN T cq RIDGE VENT RIDGE VENT cq r- 5/8' PLYWOOD Q ry ry N M u; 5HEATHIN6 I"x 8'AZEK RAKE 5D W/ 6UTTEIZS LEADERS 12 12"x 0'VI111'L I"x 3'AZEK TRIM ALL GUTTERS d LEADERS SHALL b"AZEK TRIM BOARD q _ LOUVERED VENT b'AZEK TRIM BE BAKED WHITE ALUMINUM D32' MIN.6AU6E,GUTTERS SHALL BE 12 i 12 5'SEAMLESS,O.G.STYLE W/ALL HARDIPLANK q q RELATED d REQUIRED HORIZONTAL SIDING 12 z z ACCESSORIES. LEADERS SHALL q b'HIGH BLIND ARCHITECTURAL TYPICAL 6: RAKE BD FLASHING z z z o co) z g a. BE MIN.2-x3-,.O21-6AU6E W/ I x 8 AZEK W/ SHINGLES 15# FELT o 0 0 F o_ o z GLIP5 d ANCHORS. CAULK d IN 3'AZEK TRIM(TYP) / SEAL ALL JOINTS. PITCH / UNDERLAYMENT U5 U5 U5 > U5 U5 a g \ / 5/8" PLYWOOD � w w 6UITER5 MIN. I/8/FT.PROVIDE b BLIND FLASHING \ / SHEATHING w w w w °b v P.V.G.RECEPTORS b'ABOVE / \ I GRADE TO RECEIVE LEADERS \ B2-i 12 ROOF® COVERED `O 0 (CLOSED GAP DE516W. /� ==-,-_�= / \ --- ---- PORCH BEYOND N q 12 I N b"HIGH BLIND-LINE OF HIGH FLASHING CEIL.BEYOND - -- F- 6REAT ROOM _ 11 C>I - - / \ - - P_ORG Z --- -- - -- -- - - -- - -- -- - - - - - - --- - - - - - - W PLATE HT. -- ___ _ _ ___ ___ PLATE HT. _ GI� - _ _ ___ 2020 NYSRG 62427.8 (503.8) oH. VENTING 5Y5TEM TERMINATION LOCATION: a THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN O m 1...1. 0 I I I I I I INPUT OF 10,000 BTU PER HOUR(3KW)OR LESS SHALL BE W O w I I I I I I I I I I I I I I I I I I I LOCATED AT LEAST 6'FROM ANY AIR OPENING INTO A > N� til I I I I I I BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER 10,000 w � I BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE p v o I I I I I I I I I I I Z II I �: I I I I I I // / _ I I I I I I INSTALLED WITH A 9 INCH VENT TERMINATION CLEARANCE,AND U IS WI TH IF I i/ to - I I IS' 0" WI TH I I AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR 4 ' i i i ; I I I I Q j/j/ _ Q i i i i i i a �L AT LEAST A 12 INCH VENT 1ERh11NATI0N W CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR a I I J I I I I I 4 - //// = Q - I I I I I INTAKE SHALL BE LOCATED AT LEAST 12'ABOVE GRADE. © �/ I I I I I ❑ II I C I I I I I I LL;� I I I I I I I I I I I V COLUMN 0 COVERED--fit I I I I I I I I I I I I I w PORCH BEYOND I I ;,'-1-a- I I I I I I 1 1 1 I I I 2020 NY5RG- R312.2.1 F I I HI I I z I I I I I I I I z I I �'-1 Z m I I I n I I I I I I I I o I I IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN FIN. 1ST FLOOR _ h I OPERABLE WINDOW OPENIN6 15 LOCATED LE55 THAN 24' s.=�•_ I I I I I I I I I I I FIN. 15T FLOOR U - - - - - - - ABOVE THE FINISHED FLOOR AND 6REATER THAN 12'ABOVE Z o o _ _ _ THE FINISI�D GRADE OR OTHER SURFACE BELOW ON THE U =__---- I I I Ir-===-_==-I I - - — r---�r=_�� r---Tr 1-I EXTERIOR OF THE BUILDING THE OPERABLE WINDOW SHALL _ i t I I III III, a IMI I I I I I I I W ; M I I i i i I WALL BEYOND b" AZEK TRIM I Ilt a u° I I b" AZEK I ALL SIDES COMPLY WITH ONE of THE FOLLOWING: % ERE b TRI L SIDES II II III Ix4 AZEK TRIM I I �I I I I � I I OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE p 6� �\ I II it IIII I ALL 510B(TYP) ALL 51DE5 I (11 II IIII I U OBER q� bxb P.T.P05T WITH I I I I I I I I II II IIII I I I I I IIII II IIII I I I I I I I bxb P.T.POST WITH TO PA55 THROUGH THE OPENING IN ITS LAR6E:5T OPENED /Q' �� TC� SIMP50N BG52�3/b I I I „ I I I I I II II II� I I I HATCHED AREA IIII II IIII I I I I �, �I ( ( I 5IW50N BCS2-3/b POSITION. P05T GAP ANCHOR 10 SQUARE HBG DERMA CAST I I I� EGRESS IIII I I I INDIGATES LOCATION IIII EIW IIII I I I 10 SQUftRPHBd6 DERMA CAST I I I P05T GAP ANCHOR 4 "FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 2080 I I I WINDOW I I I 0 I COLUMN I# 382 W/SQUARE 51MP50N ABUbb Q (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO W � G t` �.�,, s:, m 4 51MPSON AE3U66 COLUMN#4b382 Wl RE L ____ice____�� OF FIRE RATED ROOF d ___ _=J� E, e z _ cz P05T BASE(TYP'- I I I FLAT GAP d BASE (OIZ>#QUAU I I LI_________IJ I I I WALL SHEATHING 4'-O" ---- --JI I I I FLAT CAP k BASE (OR EQUAL) I I I P05T BASE(TYP- � RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO ALL COLUMNS) I I I - CORNER COLUMN TCI Bt I I I g I I FROM CENTER of u ------- U - GORN�R�,OLUMN TO BE I I I ALL COLUMNS) FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING :,' FIREWALL-EACH 51DE g AREA OF THE WINDOW UNIT TO LE55 THAN 5.1 SQUARE FEET. I I I PROVIDED W/SPLIT f�1T( I i � _ — — J I I � I PROVIDED IW/SPLIT KIT I ( I I I FDI I I - - - FDI I I I I I I ❑ : �>^%810 BASEMENT _ I I I I I I _ —�- �_ --r - - - - - - - -C- - - - - - - - - - - - - - T ................ B B NUMBER L - - -I- - - - - - - - - - - - - - - - - - -I- - - - - - - - - - (- - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _I_ _ _ J .. 201602 3 UNIT 51 UNIT 5 2 W �2 HR SEPERATION UNIT 5 1 UNIT 5 2 DUET CLUSTER = SHEET NUMBER MODEL B (JUNIPER) WALL PER UL#336 MODEL B- 1 (INKBERRY) REAR ELEVATIO1� u)Z I�4" = I1-0„ (MODEL B) (MODEL B- 1 ) ELEVATIONS co B2 � I W p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTIONAL 5TANDIN6 5EFLA5HI AM METAL ASPHALT ROOF 5HI146LE5 W CHASE GAP j 8 II Ila II U ROOF VENTS b" TRIM GAP - - - PLYWOOD SHEATHIN6 / O U (+/-) 6 I I 15#ROOFING FELT PAPER / �++ `, o v L .. ` m I OPTIONAL HOOD _-b >, ` INSTALL ICE I WATER SHIELD PER CHASE WITH METAL / > U � MANUFACTURERS SPECS.TO ROOF FRAMING ,�,, c N} STONE VENEER CAP AND RED INSTALL ICE d WATER SHIELD MAINTAIN PRODUCT WARRANTY. / c SPR MANUFACTURERS MAINTAIN CARRY DOWN FRONT OF FA5CIA- Z U y.. �_ MIN 4'TYPICAL 2,5 'n PRODUCT WARRANTY0.40 ALUMINUM DRIP EDGE Q W cl) c NOTE: GAP / = ti co I-0 APPLY ICE t WATER SHIELD IN ISUTTER OH. FAIR WEATHER WHEN THE AIR,ROOF AND MEMBRAN / 10'-8"HIP WIDTH ARE ACKT IEMPERATURES OFE _ 2 61 40*F(5°6)OR HIGHER. a 12 12 B-1 FLUSH ROOFS OH. i ocI J B-1 FASG 777 - L Z nn nn _ _ I_ _GREAT ROOM1 O PLATE HT APPLY ICE I WATER 5HIELD IN BREAKFAST FAIR WEATHER PLATE HT. - - - - _ I AIR DECK ANC I'-0" i I i I� ..._ ,•J TEMPERATURES OF 40'F(5'G)OR U) OH. i . HI6HER Z 0 I o TTF 1 FASCIA BOARD B J'AZEK SOFFIT � NOTE W: ' BOARD W/2•coNr. O 1 = i i !I VEN UNG oR VENTED D- u J PVG SHUTTERS WITH FIXED VINYL SOFFIT O M HIN6E5. WIDTH OF Q ` ' J -'Jill �� SRrnER TO BE HALF - Z 0 11 II � i i � 4 � C) �11, WIDTH OF WINDOW DETAIL 2 :4 III AZEK TRIM I '�+ SCALE: 1 1�2 1 -� I n ► n 1 71- _ = i1 Z FIN. 1ST FLOOR _ I p FIN. IST FL ELEV.+0'-0" - - - - - - ELEV. +0'- LINE OF LINE OF EXT. bx6 P.T.P05T WITH I 1 " WALL® DEN WALL® GAR. 51MP50N BG52-3/b 12 5QUARE HB+1:6 PERMA GA5T Ixb AZEK TRIM I BEYOND BEYOND P05T GAP ANCHOR S I AZEK TRIM I GOLUMN W/SQUARE FLAT GAP Ix4 AZEK TRIM I I I H 51MP50N ABUbb I ALL 51DE5 I d BA5E (OR EQUAL) - CORNER I I I I w ' P05T BASE OYP- I I GOLUMN TO BE PROVIDED IN I I I I � L ALL COLUMNS) I I 5PLIT KIT I I I I m HALL I I I I I ❑ �•/ I I ( I I I I w O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L, - - - - - - - - - - - - - - - - - = =11- - - -- - - i-,- - - - - - -lr- - - - - - - - - - - - - � j L — — — — — — — — — — — — — — — — — — — — — — — — — — — — L — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — —— — — —I— — — — — — — I — — — — — — — — — — — - -J RICHT END ELEVATION C/) U 2020 NY5RG- 62421.8 (503.8) 1/4r = 11-0" E- Z Lu VENTING 5Y5TEM TERMINATION LOCATION: j THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH 2020 NY5RG- R312.2.1 U AN INPUT OF 10,000 BTU P13�HOUR(3KW)OR LE55 SHALL UNIT 5 l MODEL B (JUNIPER) IN DWELLING UNITS,WHERE TOP OF THE SILL OF AN O BE LOCATED AT LEAST b'FROM ANY AIR OPENIN6 INTO A OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24' p BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER ABOVE THE FIN15HED FLOOR AND 6REATER THAN 72' 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER ABOVE THE FIN15HED 6RADE OR OTHER SURFACE BELOW HOUR SHALL BE INSTALLED WITH A g INCH VENT ON THE EXTERIOR OF THE BUILDING,THE OPERABLE TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWIN6: INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST 'OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SELF FLASHING A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF 111- �' �1 SPHERE TO PA55 THROUGH THE OPENING IN ITS LARGEST THE VENT TERMINAL AND THE AIR INTAKE SHALL BE 5TANDIN6 SEAM METAL kii LOCATED AT LEAST 12'ABOVE GRADE. GHA5E GAP �II1 II • POSITION. DEVIGE5 THAT COMPLY WITH A5TM F 1'_-I 111 ID 2080 b" TRIM GAP (THE WINDOW OPENING CONTROL DEVICE AFTER - - - RIDGE VENT OPERATION TO RELEASE THE CONTROL DEVICE w '�' " ~ °D co- ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT ~ o r: � N OPTIONAL WOOD 12 REDUCE THE NET CLEAR OPENIN6 AREA OF THE WINDOW ¢ N N N m ti r ori C4 N N C4 l'7 �O eq - UNIT TO LESS THAN 5.1 SQUARE FEET. GHA5E WITH METAL t 6 GAP AND CULTURED 12 INSTALL ICE d WATER SHIELD STONE VENEER -► PER MANUFAGIURERS -. "� _ _ _""."--`'� - 12 _ r = - - - - DORMER SPECIFICATIONS TO MAINTAIN _ - ,�....:-„.,,,, _ ,-::_:E. E:--,. 112 PRODUCT WARRANTY LINE OF ROOF .. `- ____ -, - -_. _ BEYOND Z co BEYOND® _ - T RIDGE VENT - NOTEBEDROOM#2 .. m a g APPLY ICE # WATER SHIELD IN -_._ _ = T- _ _- = RIDGE VENT o 0 o F o 0 Z04 w FAIR WEATHER WHEN THE AIR, V5 Z5 55 < C0 co a a w ROOF DECK AND MEMBRANE12 WIDTH ARE AT TEMPERATURES OF g 40"F(5°C)OR HIGHER J N J Lu 06 06 U 2 Z. 12 z FLUSH ROOFS g g BI-I GABLE Q OH. N Ixb FASCIA BD. PORCH —nn nn nn 8"AZEK - F- PLATE HT. I t II FRIEZE BD. M.BEDROOM W 1 I PLAIE HT. � OH. � � I � a O m Jrr i i I i NOTE W: J O o PVC 5HUTTER5 WITH FIXED Fri = a SHUTTER TO BE HALF Z v o BI-I z a = i i i i i WIDTH OF WINDOW. O Cn `7 $ nz EXTERIOR WALL 5 w T�� HARDIPLANK 5HINGLE 51DIN6 - W 0 Q -TYVEK OR EQUAL i i i i i -7/Ib”OSB SHEATHING �.T.� -2xb WOOD STUDS® Ib'O.G. x -b"R-21 BA1T5 FIN. 15T FLOOR _ _ I _ _ _ I _ FIN. 15T FL i= - - - - - - m AZEK TRIM - - - WALL® BEDROOM I I I I (D o co #2 BEYOND I I I I ALL SIDES ( Ir�LUMNA SQU,�REP FLAT CAP T WALL®GARAGE BEYOND I � ........................ ... ........... ......... Ix4 AZEK TRIM bxb P.T.P05T WITH 1 1 4 BA5E (OR EQUA%U - GORNEIR I 1 c , 51MP50N BG52-3/b //��j O P05T GAP ANCHOR d I L I GOLUMN TO BE PROVIDED W/ I U T I I ( 51MPSON ABU66 I BREAK I 5PLIT KIT FDI o P05T BASE(TYP- I I I W �m ALL COLUMNS) i I I z ` i I I I I I I 10 tt. 1 - - - - - - BASEMENT .......... '." -a.n ... .................. - - - - - - - - - - - - - - - - - - - F- - - - - - - - - - - - - - - - - Fi- - - - - -- - - --4 - - - - - - - - - - - - - -- - - - - - - - - -- - - - - -- -�- JOB NU16023 R . . 2 LEFT END ELEVATIONUNIT w u _ i r 5 2 � SHEET NUMBER LA 1/4 _ 1-0UNITS 51 (MODEL B) DUET CLUSTER, aMODEL B - 1 INKBERRY & 52 (MODEL B- 1 ) ELEVATIONS W 0 COPYRIGHT GRCH ARCHITECTURE R.C. 2017: ALL RIGHTS RESERVED CC 2 HR SEPERATION F- 1 WALL PER UL#336 Z `c r1) W 1"�1 E �I o 1 1'-411 38'-8" 38'-8" 0 0 U ani 22'-b" 8'-b" 14'-4" I6'-O" Z L 2 O L- on rn m 2'-1" 5'-l" 8" 5-7" 2'-1" 2'-1" 5'-l" 08' S'-l" 2'-I" 0 ■� Q04 E'" I N I " FD1 Z *5 c u') 5-4 4 4 M.O. 41-b" i �:o a, -- -------- ---- O Q C M � N coo -24 O - ----------- ------ ---- - 1- 100 LINE OF REAR ® ® ® ® 4 FDI i U XGAV. i El �/ mw M CHEEK WALL® i 4'P.G. WITH bxb, I UNIT 51 Ur `v EXGAV. I -1 I 10/10 WI.M.OR FI ERMESHa a 4'P.G.SLAB WITH 6<v, ( r------, O I MIN.3 P51 Col 6. 1 IOAO RRM.OR FIBE RME5H. 4 MIN,35 90 P51 WNC. co I 1 o ° FDI FD 1 i a� ir N I I 1 A 21-b" 4'-7"M.O. 15'-8" I Q Q HD o O I p i I ZO `[H 10" P.G.FOUNDATION WALL •r =_ __ . .119-- ___ -_ I D 2'x 10" , H 2"x IO ----- 1 WITH DAMPROOFIN6 ON I I I SLAB SEAT • , o U _ _ I �1 20"x 10" P.G. FOOTING __ ___ ____-= I (2)2X10 P.T. Q i I 4 4 SLAB SEAT o o I (T.O.W. ELEV. = 0'-0") I 1 = __= I I o — — — -J N 1 =_ -__=====s=====__ __ F- HDI i1 -Ir ----- ------------------ HD _ _ _ _ _ - 8" I --- I I - I 7,77 CD EGRESS WINDOW I I 1 I Z 1 5 5Q.FT.MAX I Q I Q I O Q I WINDOW I N 1 4 J0 0 I I 1 OPENING WITH C F�JIINDA� i I 0 ON 12"P.G.FOUNDATION I ILL LE6RE% 1 _ 11 i 24"x 12' L.FOOT] O ' ^ I u 1 11 u J7 WITH DAMPROOFING N N - — - - _ = I � IIIN - LL FD1 24"x 12"P.G.FOOTIN - I I I I 1 DIRECT VENT HEATING EQUIP. I , F- 1011 M (2)2X10 P.T. _ i I I APPLIANCE CLEARANCE APPLIANCtS I O 14'-4" 23'-0"I I o o I ii 11 ) i I HD I I : o I 1 SHALL BE INSTALLED WITH THE I I`n- _ I HD z T _ � I I I __ _ I I I i I CLEARANCES FROM UNPROTECTED: "' i ---, ❑ V J r I 4"WIDE I I I f" I I ® : I : COMBUSTIBLE MATERIALS AS I o • i i 1"'� DIRECT PENT HEATING EQUIP. I I I , , I , I INDICATED ON THE APPLIANCE APPLIANCE CLEARANCE APPLIANCES N J015T SEAT. I I I I I � :g i Q W 1 I AND IN THE MANUFACTURERS I N I I I � I I I 5HALL BE INSTALLED WITH THE I N 1 I I I , I , ® - I I�2 I 4 WIDE I I TOW ELEV= (-)I-I I I I I 3J I I N I ,o I N CLEARANCES FROM UNPROTECTED O ( I I M , 6 I 4 WIDE J015T SEAT. I I DIA STEEL G�LUMN INSTALLATION INSTRUCTIONS. IEINNINNINNIII J015T SEAT. I I 11y 1 I I ON 30'x 30"x 12 OP PG I I I I I F� TOW ELEV= (-)I'-I " I I COMBUSTIBLE MATERIALS A5 b 4 I I II TOW.ELEV=(-)I'-IIN �1 I INDICATED ON THE APPLIANCE LABEL-' I -2 I I I I I FT6 NO.N) I : PROVIDE FRESH AIR INTAKE I I I I i® I i u� u ® 9, FDI I I I AND IN THE MANUFACTURERS - N I p I) I 11 I I TO MEGH EQUIP PER CODE I I L - I INSTALLATION IN5TRUGTION5. I �, ;o I : J ® _ _1.l'-b" 11 1 l'-6" 7'-b" I I HD 1 3 DIA STFEL COLUMN 1 PROVIDE FRESH AIR INTAKE ON 30"x 30"x 12'DP PG I X TO MEGH EQUIP PER CODE FT6(U.ON) I N r I I `?{' I1 F- I I I --- I F- , (- 1 r 1 W FT I I II 0. 5 I/4"x �t/2 L� -- -- ----- _P.O. 1 D.O. ' U) 11 I 1 I ( I 11 i I ,1I/ i i `moo+\ i 1� GIRDER I L I I : I I u 2 0 A p 2'-0" 10 0 1 511 81-5N -L1 181_511 /1_211 61_p" I U I I �V 4.1 J L_ I J I-J co C h 11 _ ---� �___�--= --� ---------- - --- T -V I ----� ------ -- ----- � � r----------t------y----}- - BASEMENT SLAB! ❑ Fr"i 4 P.G.5LAB(MIN.2500 P51 GONG) I _P.O. 5 1/4 x q 1/2 LOWFF D.O. I II D.O. r — D.O. — 5'-0' I II II �r ��,. ,� 8 I I '.00b MIL.POLYE1rtfELR�VAPOR i EDI L - -1 --LVL GIRDER IIL o I II I �' I I I 4 I ( '%15A5HED LINE INDICATES ���` �, I I BARRIER , I _ i, O TAW d FILL TO q5%DENSITY I - 4 J BASEMENT SLAB I a II � I J� I L _ �,, - - - I 4 FIRST FLOORABOYE N \� � ,'%'/ \� � i 11 -9' `�--- �- r' _ I V f - - - - a UNFINISHED BASEMENT �I II 4 PG.SLAB(MIN.2500 P51 ) I I —J 1 I I� T I __ -Esl -----� �_ � - �=r�l" -f -' •8'-0'cEILIN61lr.i = 2 [� r--- -- r-�1 , L ' I I ii c > 1 I I I •(R-13)CLOSED CELL SPRAY BARRIER L.POLYEfFELENE YAP I � L I I I \ �i , I \ �i / J I �J \ �i / � I �n I FD1 \ �i \ i, LL I I I II Q 2 " TAMP d FILL TO q5`8 DENSITY �I I I i TOW II � '' i I `%' j" : \� �;'' -fir I I FADE OF FND FOAM LALON6 INSIDE WALLS•FULL HT I O Ili FD1 III UNFINISHED BASEMENT -' ( o -' ( old I I 1 1 I 31"DIA STEEL + i i m" YI I 1 OR DRAPED BLANKET I O 111 H I I -b II I 1 I I 1 *&-O"GEILIN6 HT. L _ I ( 1 — `� COLUMN ON 30 x I 1 I U I I INSULATION, Z N 1 11 III I - I I I I 30"x 12"DP PG 1 I I 11 1 I •ALL EXPOSED HOT WATER I ® W 4 WIDE 2-b 2'-0` :(R-13)CLOSED cELL SPRAY �i 1i ® u- �I_ = I I I _ N 1 I I E.1 n JOIST SEAT. 1011 FOAM IN5UL ALONG INSIDE u� a� a� I °� 3 b FTG N.D.N) I I I i i i PIPING ANP/OR HEATING DUCTS: ii TOW ELEV= ()I'-I " I = FAGE OF FND.HALL-5-FULL HT= 9� `j r cS r I ( �g'� 1 �_ __ I I I I I I I I I I TO BE INSULATED A5 PER N.Y S.1 11 _ = r — — - - n 1 I I 1 n 11L----------J I 1 n CODE.I II V aJ I Q IW DRAPED BLANKET in L N ® , I _I/2 I b-b 1 2'-0" II n O INSULATION - ___-- _-� L_-- 5-5 I - - a 2-b . - - 4 WIDE J015T SEAT. 0 � � I ----- -- --T=�—�—, I , . . ( 1 Ion ALL EXPOSED HOT WATER �+ ® - I I \ .' I 1 i 4 I TOW.ELEV= (-)11_1 • HD PIPIN6 ANO/OR HEATING DUCTS _ cn I m m� 1 I i i i 1 1 I 3 i I I TO BE IN5ULATED AS PER N.Y.5. N I I I 81-5 I I • • I I I 1'-10" 4"WIDE J015T I I I I I 050 UP UN)=XGAV. SEAT.T.O.SEAT _- J 2 X ID = 2X:2 �— — — ,- rl I = I I I I I I FDI I = r-------�---- 6 N SLAB SEAT - - I C- I I ELEV= (-)I I I I �i I O 14R I I I I I \\ I I - GL 2 HR SEPERATION cl) WALL PER UL#336Z c , 2'-0" 38'-8" 38'-8" 2'-0" W I�1 IO" 5QUARE HN O PERMA CASTbxb P.T.P05T WITH 51MP50N COLUMN #46382 W/5QUARE FLAT GAP YA A 8652-3/6 P05T GAP ANCHOR d U L 51MP50N ABUbb POST BASE O 4--d d BA5E (OR EQUAL) - CORNER COLUMN B-5 C) 6x6 P.T.POST WITH 51MP50N �-�-I-COLUMNS) O V � ?3 BG52-3/6 P05T GAP ANCHOR I6'-D" TO BE PROVIDED W/SPLIT KIT 221-b" 8'-b" 15'-0" 15'-4" Z ^ , 51MP50N ARkb P05T BASE O W L- o m` (TYP-ALL COLUMNS) I _ _ _ _ _ _ F- ■}� .� co I.r-4 Q o rn 2N EGRESS (3)3016 TR , 1 10" 5QUARE HBdG PERMA ,♦" `N} - - - 7 - -�- ( 2X8 P.T 61�E#t (3)3050 DH I b 0 i F- y -0" I 4'-II" iI'-3" 6'-4" 4'-q" 3'-q" WINDOW'-b" 7'-b' 7'-4° 8_0 CAST COLUMN #46382 W/ L » ® 8-0 HD HT �', I SQUARE FLAT GAP d Z U BA5E (OR EQUAL) - Ow c M CORNER COLUMN TO BE U o `m 4 COVERED a AL16N TOP OF 4 Iq DI „" I R �, COVERED Icil PROVIDED W/SPLIT KIT ❑ U = cam,, - �b ;(3) M5 - (2)301 TR %' j, i hi N Q V 2 DI tiTR; X m 4 PORCH o Iq (� D g016 TR PORCH I�, - �, 2816 (2)3010 TR FW-2 4" DIM-MPE�p GU - --' - - - _ I Iq 6080 51- GL. OR W/ I o g01b TR +I )2850 DH FW ® 8'-0 HD HT - ;!�[ — L ' I DI (2) IS' OELIGHT5 i , Iq n- 6080 . GL. OR W/ EGRESS HD L _ _ J L _ _ _ J L ' _� J Iq �4 (2) I8" 5 DEL16HT5 WINDOW (2) DH 'rte -HD © - -O - 1. 0 5.25"xll "LVL HDR IHD Q - - - - - --- - I r- — — — — — — — -� I 12 0 11 -- p,ll ` I— -I•-. _... DI Iq :0 3)2X8 HDR I I -L DN HD L - - - - - - - - - - J HD - - - - - - - - 9 Z y DI (- 525`x II /8"LVL HDR -J 2416 TR O % a _ it _ PT. REE I ( — — — — ZD 525"x 11 7/8"LVL HDR `— r % r �;, r- T- 15 NDI G I f� 2452 DH �, U T-, 2016 TR r - - - -Ir -- - 1 N 2052 DH Q 1-- n I I I I �HD I II'-0" 50FFIT I 21 'G ( ® 8'-0"HD HT q ® 8`-0'HDHT i - - - - _ - - -\ 2ING, 'L _ __ JL _ _ L _ J L _ _ _ JL -- J 0 I I I I DI DI CONTINUOUS � (2)2X10 HER ;fl EF I I I � � J N Z -' vN // \\ X525"x II 7/S'LVL HDR " 1 II WC © 60 VANITY W/ I I I PRE-FAB U b 15-0 � 12-0 12 O OPT.TUB FIREPLACE w -FAB I 10'-4" WOUr 21 I 12'-0"STEP GEIL �p I I O I FI PLAGE I II'-0'GEILING `r 1 11'-0"GEIL I MASTER LIVING AREA I BREAKFA5T AREA �' MA5TER I BEDROOM I LIVING]ROOM - ~o 4 z M q'-0"GEILING BATH I I I `fl V J TE GL DR5 I - BEDROOM #2/ °� 7'-l0" 411 I 141-0N I 4N 151]011 TEMP GL DRS b■ ❑ Q RA I5ED HEARTH i OPT. DEN I I I I w P.6LA-%M. 2016 TR 21-0II � I I 5010 0N,2X4 KNEE® 411 qll 4'-D" q'_3■ I 4" I RAISED HEARTH 'HIGH W/GAP 2052 PH �--� � At I � I � FWHOPT. �" P L - - - - - - - - - - - J I 2416 TR � rr{ `Y ®81-0'HD HT N ® 8-0 HD HT 60" 34 ( GATHEDf�AL GEIL 2452 DH 12'-0"STEP CEILING -- ( �90 �� — _ — — 6REATI ROOM I I GREAT ROOM 8Ii D1„1 i II'-0"G LING ® � 'q I wI IL__� KITG ENN �°�° � e ® I �—cN CL. 0 1 11 m 5D 22'X 30'ATTIC3'-D" 41 ON oo I°° 411 3,-8„ FF=� bl_O■ cv I-0 m I m r V 7 611 I 161-4" ACCESS HATCH I I I cT V J 1 v (2)2816 TR I I I I I z o 211 OII ® - ti� I . ❑ (2)2852 DH I I -' SD u� q'-0"GEILIN6`� O ® 8'-0"HD HT J o I I I ATHROOM >�� fo 11 I DINING AREA i I I ti'0b� �� 0 4 2'-0■ 4 ti ti _ D I I I �2 30152 DH 12 SQUARE HBdG ) DERMA CAST COLUMN I I I I I i `r ©EF "' q'-0"GEIL i'-0'GEIL i qb"GEIL ° DINING AREA J 0 V-0■HD HT � u1 W/SQUARE FLAT GAP I I I I (4)2x4 WC WILL � �WILL J - WIGL � � L 21 G I REF o 11-0115-b 4 5-4 6 6-6 4 4-2 4 14-8 6 1 2-�i Q I dBASE(OR EQUAL) - l POST ��� 1 II N —7 —Ir 11 I N ■ 1 N 11 I 1 II 11 1 tl CORNER COLUMN TO 21611 bN 21-011 \ DI / ® cV q'-0"GEIL zt v LAUNDRY - - U BE PROVIDED W/ `r I I xb P.T.POST WITH SPLIT KIT - - -� `n 4" 3'-8"_ I'-10" 4" 6 34 I Iq L- J 51MP50N W52-3/b Q .o I I'-2" 2-0 4 3 4 5 8 .? .1 ry b� �� 1 v e b" 4" N N _ N 611 ®'D SII AN o I DI 2'-O" POST GAP ANCHOR d �° W i HD e 8 _ _ D DN N0� 11V": m 51MP50N ABUbb w Iq `r (- - m N "5: 148 3 1/2"x II W&"LOW LVL HDR HD - P05T BASE GOLUMf 5 U 21-011 DN 148 4 015 6 TR DI I I 4 I - - _— `" (3) 2x6 HDR i I II'-0"GEILING e� v 1 ■ `r _ O GOVERE o ,y0 _ -0 GEILIN6 m 1 - J a b v " „ Q D 30�) EXT INSUL DR � PORG FOYER 10 V LAV. WC1 q'-0' EILI 6 W 2'-O 2'- SIDELIGHTS I 4-6 ^ -�� - LZ O Y UP IR q'-0"GEIL 12'-0'GEIL `° 4 Iq ® (�L, ©EF m q' b"(R-21)BAITS B TH ti�°� ®5D FOYER COVERE 3080 EXT IN5UL OR cs�ju, m D1 3'_4x Ie 602 `'c� 11 NOTE 'S": - UP IR I'-D" N 411 I II ©� N p X p N PORCH I I'-21151DHI(ELI6HT5 HD 0 8 (4)2x6 13-3 Ke Ke4-7 6 5-b 4 3-2 4 7-8 6 3-4 ZZ e - _ POST �e LJ 4N 5-2N 411 31_4N 611 71 /,» 611 41-011 4■ 211 411 2868 INSUL DR- 6xb P.T.P05T WITH »I - - o o 45 MIN.FIRE RP`TF� SELF `r - 51MP50N BG52-3/6 I-2 ■ b 2868 INEUL DR- 22'X 30"ATTIC — _ — a it ri o o O x 41 � CLOSING DEVICE 3 I/2'x II 7/8"LOW LVL SHWR PAN �b -- - 45 MIN.FIRE ACGE55 HATCH CL 12 SQUARE HBdG ¢ ry N N ri zz P05T GAP ANCHOR I I u, _ _ _ RATED W/SELF Q 1bb� I Iq I PERMA GA5T o N N ri C4 m P05T BASE(TYP I ��� ql-0Ow G ILING _ CLO51N6 DEVICE » 4" I'-0' 4" I _ 11 DI _ 11 COLUMN W/SQUARE ALL GOLUMN5) �- -� o OR ®50 WI L TWO GAR GARAGE b (R-2U BAITS 6 4 -� b 2 FLAT GAP d BA5E 4'P.G.SLAB(MIN.3500 P51 COC) 4068 BI-PASS ®� r-F-1 (OR EQUAL) - " REINFORCED WITH 6x6,IOAO W.RM. I I I CORNER COLUMN TO (3)2810 TR I b q'-011 4" Lo 41-011 411 61-1011 b" p •SLOPE 6ARA6E SLAB DOWN 2' 00 1 � BE PROVIDED Wl ol ® 8'-0"HD HT I L 10'-0' EILING TWO GAR GARAGE O TOWARDS 6ARAGE DOOR ®I ® L--J r SPLIT KIT z m (3)2850 DH —I ©EF MA TER `t ■ •4'P.G.SLAB(MIN.3500 P51 GONW � rYPE X GYP BD oN 6aRA6E � O°I °O - I I 3 z (Tp) I I r I q-0 GEILING WALLS E GEILIN6 V m a g o BATH OOM WIGL b'(R-21)BATTS REINFORCED WITH bxb,10/10 N1WM. p •j"TYPE'x'6YP BD ON INT OF LMNG zl- - 10'-O" EIL Zo I z z z o z z m N a v` TOWWAPDS66ARA6E DDOOORR 2' cv I KITG EN N I I ®b-0 HD HT cn uo co ¢ u) co g J 0 0 o F 0 0 p SPACE COMMON WALLS TO GARAGE 5 5 5 J w 5 � N J co L-O� WC LAY LAY bbd ii'TYPE'X'GYP BD ON 6ARA6E 5 ID'-D"GEIL I �- J 3030 65MT Cu Cu E w 5 Cu a 12 tich o WALLS a CEILnv6 FW-2 DEN BEDROOM #2 I f w p $� TYPE'X'GYP BD ON INT OF LIVING SPADE COMMON WALLS TO 6ARAGE - - - - = -2" -1011 I'-b" 4N q'-8" b" o 2010 TR + ® 8'-0'HO HT i� 2050 DH I r - - - - - - - - - - - - - -I 20 IREP I 12 in `- N -I —` _ L 6" I6'-0" I 411 4'-211 b" 18'-0" 11-0. DI N N DI ENERGY NOTES Iq Iq b b - ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ECCCNYS i i ( 2X6 HOR DI DI 1z 16070 OH OR � 20 I I I W RESIDENTIAL PROVISIONS. 0 - - - - - - - 0 DI tr I I ( 2 II'-0"STN'GEILING I ;�� 5 1/4"x I6"LVL HDR o HD GATHEDIAL GEIL L_ J (3)2810 TR O m - SEE SHEET T-2 ENERGY CODE NOTES 11 1101.10.1.1 - N 1104.1 I MASTER I Q - 16070 OH OR 4 N (2) 2X10 HDR BREAKF 5T AREA I- ® 8'-0'HD HT i o `v 2'-D" I 1 e ----------- - 0 I I I I I (3)2850 DH W w o I 'T BEDROOM I HD 5 I/4"x I6"LVL HDR HD % :o I F/21 F/21 HD r - - - 1 r - - 1 I Q 0/21 0/21 e- DI DI L - - - �L - - I2 I I� LJ I Z o 1 II 6" 1 II I 11 I H DI I N D1 1 N 'W 11 1 N / .. [ I q 1 II 611 DI I I N 11 2020 NY5R6- 62421.8 (503.8) I 2-0 2- 2'-0" I-6 I b-0 R.D. I-8 I-b I6-0 R.O. 4-I I 4-5 I I- 6 I I O 4 VENTING SYSTEM TERMINATION LOGATIOI�_ 11 11 Ir 111 THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF 2010 TR ' I I ® OH p 2 �p DI 11-011 6 (2)3010 TR ' I I I B "' O O v 10,000 BTU PER HOUR C3KHU OR LESS SHALL BE LOCATED AT LEAST ®8-O Hp HT � 1 `� ® V-O'HD HT IL ❑ b"FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN 2050 DH F- I I o A -2 `� B-5 (2)3050 DH (3)2X8HDR I _ J B-5 APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT i r o 1 OVER 50,000 BTU PER HOUR SHALL BE INSTALLED WITH A q INCH '� - - - - - - - - - - - - - J B-5 = L_ J `- I Iq Hp � - - fir- - - I- - - --� HD � � VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT Q 4 L_ _ _ J L_ _ _ -JL- _ _ J OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT m ;fl c� DI J F (2)2X6 HDR (2)2Xb HDR iq TERMINATION GLEARANGE.THE BOTTOM OF THE VENT TERMINAL AND z m THE AIR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. HD a % (3)2810 TR pI r HD ® 8'-0"HD HT Z v (3)2850 DH Iq i 3010 TR 3010 TR W �, ��TER 2020 NY5RG- 8312.2.1 DI 41-0" 3050 DH D q'-O" 3050 DH HT a 51-01 D 41-0" DI 6-O 6-0 i...... ��RO B E T c I N 1 11 1 x , N I N IN DWELLING UNITS,WHERE THE TOP OF THE 51H OF AN OPERABLE ��` ?; G (5 I N 1 N 1 q I 11 I N 1 q m o WINDOW OPENING IS LOCATED LE55 THAN 24"ABOVE THE FINISHED 17-0 4-0 iq-2 IS 6 q-4 12-0i FLOOR AND GREATER THAN 72'ABOVE THE FINISHED GRADE OR t' OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE W OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: •OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO 40'-0" 40'-0" 0 {PASS THROUGH THE OPENING IN ITS LARGEST OPENED POSITION. 0- FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 20g0 UNIT 52 FLOOR PLAN UNIT 51 FLOOR PLAN ❑ - ,�,� . (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO ............. .. .....................................: MODEL B- 1 INKBERRY 1/4 =1 -o LIVING AREA= 1,5gq 5Q. FT. 2 HRPERUL# 36 1/4 =1 -0 LIVING AREA- 1,5gq SQ. Fr. JOB N BER RELEASE THIE CONTROL DEVICE ALLON1146 THE WINDOW TO FULLY ) ., ,: MODEL B (JUNIPER) OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE � 11 - WINDOW UNIT TD LE55 THAN 5.7 5000ARE FEET. GARAGE AREA= 31150. FT. ALL PER GARAGE AREA= 380 50. FT. f/ COVERED PORCH AREA= Iq2 50. FT. GOVERED PORCH AREA= Iql 50. FT. w 2016023 NOTE R: ONE CARBON MONOXIDE ALARM IN NEW ONE OTE : EF =EXHAUST FAN: GENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO REVIEW THE5E cn AND TIHO-FAMILY DWEWN65,TOWNHOU5E5 MULTIPLE LVL GIRDER GONNEGTIONS: I SHEET NUMBER STAIR MANUFACTURER T 50 CFM INTERMITTENT OR NOTE v : CONSTRUCTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND UNIT 51 UNIT 5 2 DUET CLUSTER NOTE: PRE:-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN GROUP R-2 DESIGN STAIRS TO MEET ALL © 20 CFM CONTINUOUS +I ALL DRYERS TO BE VENTED = TRU55E5 W/ 12" MIN. HEEL BUILDIN65(GOND05 d CO-OP5)AND UNITS APPLICABLE CODE5 AND TO FOR ALL MULTIPLE LVL GIRDERS LAG BOLT REPORT ANY AND ALL 015GREPANGIE5 INGLUDINS ANY DIMEN51ONAL H- ALL WINDOWS SHALL BE � TO OUTSIDE AIR PER CODE �� OFFERED FOR SALE,IN THE IMMEDIATE RETORT ANY D15GREPENGIE5 T06ETHER W/ I/2" BOLTS © 2'-0" O.G. 2" MIN Go2 CARBON MONOXIDE "ALL Kk%ER TO BE CONFLICTS, IMMEDIATLEY TO ARCHITECT FOR GORREGTIVE MEASURES Z ANDERSEN 200 SERIES HEIGHT5 (U.O.N.) ® 24 O.G. Q= TEMPERED AND CONFLICTS TO THE DESIGNED BY TRU55 ENGINEER GLAZING VICINITY OF BEDROOMS,ON THE LOl IE5T ARGHITEGT PRIOR TO STAIR FROM TOP � BOTTOM, 4 MIN. 4" FROM ENDS 12�1DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO GONSTRUGTION. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL (MODEL B) (MODEL B- 1 ) FLOOR PLAN c/) B2 � 3 FLOOR LEVEL CONTAINING BEDROOMS. FABRICATION. SMOKE DETECTOR BE GALGULATED AND NEVER 5GALED UNLE55 OTHERN15E NOTED. o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: H INSTALL ICE d WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO QJ MANUFACTURER'S 5PECIFIGATION5 TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED Z w PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. 2 o U NOTE: ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING APPLY ICE 4 WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK IS'-o" HIP WIDTH 18' 0"GABLE WIDTH o O V AND MEMBRANETEMPERATURES OF ARE AT TEMPERATUROF 40°F (50G) OR HIGHER. LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN Z PER SECTION 1605.3 OF THE BUILDING CODE. II'-0" PL HT. O PRE-�161N�RED ROOF + 12" HEEL HT. Co 1 TRY-6E5 PER TRI155 Mp, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE - - - - - - - STRESS DESIGN: _ _ _ - - - - - D (EQUATION 16-8) =1r _ _ (3Y 2RS P�6lRDER_ - _- - �c_ 2 HR 5EP13�ATION I -IL -1- - - - - - - - _ I L L J 144 J I WALL PER UL 336SIMPI I I , y;r z HITS 5TTRAPPI(LE%TH5 VARY) D + L EQUATION 16 9 I tr I I I I I[il " " I I " Z Q v °; ( SEE DETAIL I/FW-2 D + S (EQUATION 16-10) I w N R II-0 PL HT. O QWCONTINUOUS WALL 5HEATHIN6 TO D + .6W (EQUATION 16-12) � N 11-0" � I + 12" HEEL HT. o -v, �FTOP OF TRll55 HEEL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) II'-O� PL HT. I stiffI oH. I iUl I I Ipo M+ 2 HEE HT. ,oI I-0 PL HT. u D = DEAD LOAD L = LIVE LOAD S = SNOW LOAD W = 1 L I + 12" HEEL HT. 11'-0""PL HT. 1 ,�I 12 D z 12 (�, � � HEEL HE16K VARIES-SIE TRI155 DRANIN65 FOR I I I +24 HEEL HT ACTUAL HE1=L HEIS LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL NOTE "R" BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 - o I �I IN I a OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED 101 MPH BASIC DESIGN WIND SPEED IN ri 12 I 12 EXPOSURE CATEGORY B. ) q 1� q OH. // N �� iL 24 HEEL HEIGHT I I r VARIES HALL BE DESIGNED TO SUPPORT THE OH. 10'-10"OVERHANG WIDTH /7`�` --- I I L _ _ _ __ _ _ J r ROOF TRUSSES S I / /i � LL _ - -_ - - - ,�� FOLLOWING DESIGN LOADS: IRL rn�I " _ X/ /j/ = I I _ I T _ _- _ I \ — _ _ _ _ — — L}J q-0 PL HT _ / �I r - - O TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND _ _ _ - 3 +8"HEEL HT. o I/I/j/ /j .� I I I I I 1 E_ LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD _ UP LOADS AS REQUIRED BY ASCE?-10 , TCDL = 15 - GUTTER PSF, BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE OR ! /j // Yj� ./j = I I I II I 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE II __ _ _ - _ / " - NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. //j/�//j //% I I I I I �<C I O 8 FASCIA BD B2-4 / // TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD 11'-0"PL HT / I I - I I �`� I I U r- — -I —� oVERLA TRUSSES / // I -1 O DEFLECTION OF THE LESSER OF L/360 OR .75°. I r - I j j / i/�`; /j j I I �o w II I r - I Ln TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO 6" ( I j%//j/ Ji// I I + ROOF VENTS I F- OH.VENTED VINYL SOFFITARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR ( � I ly ////// / //i I 1 .� I I I III I 6" O (n I I ./// // �// N� I I I III I I OH. Z Qji c) TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL III I IM I � ///;;// ////I/// I INCLUDE THE FOLLOWING INFORMATION: 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. 2. LOCATION OF ALL JOINTS. ( L C>� 3. REQUIRED BEARING WIDTHS. 1- - I- -I INT.BEARING ;/// % / ' I I I I I I -_-j LEADER TO DRYWELL- TYP 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. FLUSH ROOFS KALL BELOW 4.2. TOP CHORD DEAD LOAD. 12 4.3. BOTTOM CHORD LIVE LOAD. I- T it 4.4. BOTTOM CHORD DEAD LOAD. 4.5. CONCENTRATED LOADS AND THEIR POINTS OF -�- - -I ( I / j�/; ( � sS� I I I I I v� I II .� APPLICATION. 0 I T I NOTE "R" I it - -il /// / -� L L - - - J 4.6. CONTROLLING WIND LOADS. //j/;/r - 'Y� `�_ _ _ - _ - S�r-—___. -_ - - I I I �w 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR " I I II r _ ,/// I ; Tl DETAIL 11-0 PL HT. _ �, // „ - I �.., DESIGN VALUES FOR CONDITIONS OF USE. I I IL _ JI r �i/ I I I II'-0" PL HT. 6. EACH REACTION FORCE AND DIRECTION. * 12" HEEL HT. I I �� I �� °° I II I N / //// /%///// < NOTE 'R" I I-o I + 12 HEEL HT. m 12 L I I / 12 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, I II I I // /// V/ // NOT TO SCALE q I— I L — — — — — /1 ,�/ /// / / q F_ I I OH. ❑THICKNESS OR GAGE) AND THE DIMENSIONED LOCATIONIl `B2 -4 OF EACH JOINT CONNECTOR EXCEPT WHERE _ _ _ _ _ SYMMETRICALLY ALIGN FASCIAS ( ( I I _ I- /� % _ / /i = _ _ _-� I- 1 1 III LOCATED TI E JOINT INTERFACE. USE 20 I I I �I I . j% j /� F / �1� T-1 q L ED RELA VE TO THE HATCH REA I RTES //. � // // , NOTE' GA MIN THICKNESS GRADE A GALVANIZED STEEL I I I LOCATII OF SIRE TED ROOF ///I/ ;/j /�j;/� � I I \�� INSTALL HALF OF II'-0' PL HT. IIII " , / / FASTENERS• EACH �o PLATES. + 12" HEEL HT. IIII L J _ _ d WALI,�NF1> IMG, - FROM - - -I / ///j // // I I I I I I ALIGN FASCIAS END OF 5TRAP c 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH CENTS FI H SIDE �` / }�///� //////// p�_ I I I I I ROOF VENTS I F- o e MEMBER. �I I �� I % //�1. ////j// I I I I I I II 0 9. CONNECTION REQUIREMENTS FOR TRUSS TO I 1 ---1- - - y/ �1�/ j///j//' - - --1 I III II'-0" PL HT. U) og a GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD _ L - � - - -, � /1/ ///j/%/j I I " ( r=_ - I I I I + 12" HEEL HT. F- 01� ---Ism /// �// - - L - - - - - �� �� I 1 w U 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. ALIGN RIDGES 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS I I N I" % / I / j/ / I I I I I I I I I I I I MEMBERS. off s 1 �` - - - - - / / - _ L - - - - - - L - - � � O _ TRU55 RIDGE W/VENT / // // /// I I U ,�5 , 12. REQUIRED PERMANENT TRUSS MEMBER BRACING G -I n i/ / / // // - M LocAtloNs. I r l l i t ,/ /jam//j/� I I I I I I I I I I I I - - �� _ _ _ � T �- - o 12 1' ( � - - - � // ;/ Com/ /_JJJJJ J _JJJJ -I -J I �Q ' I I'-0 a * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH I I I I r_ _ _ �I �/ / // // D I �- I OH. ° ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND m I I I I I , �n 51H�pwm rE MANUFACTURE OF METAL-PLATE-CONNECTED WOOD I _ ROOF TRU55 61RDETt _ - -_ - - - _ _ _ - �___ �;/Tjv /.//////, 1 I `� I II 12 I I 3 " 5N6 TRUSSES SHALL COMPLY WITH ANSI PI 1. THE TRUSS I'-o" I r / - 14-lOd DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY OH (rOTAU I - - - A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF r - r r _ 1 NEW YORK. 1 / I �Q U 11 - - - � 1 ( I I I//j/// ;/ ,Q" - - - - =- J �s 11 * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, ° I ( I- -I ' ' ' // /� //' - _ _ _ _ I r `r ti N 00 I N // /// / / / - 1 OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND I / I I ( -L '// /// // // < - - - - Q USE IN COMBINATION ONLY' DETAIL 1 I ' I / ,/ ///,,/� — — T -� -, o N N � o RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. 41 �n HEN 5TU05 AORAFTER-5 * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH T ALE B2 -4 THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT PL HT•00 NOT ALIGN NO TO SC WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING + 12 I I ( I // / // //� II II I I / ,// ,/ // I I I I 1 I I ASSEMBLY TO INSURE TIGHT FITTING JOINTS. HEEL III I L ___— L _ _ _ J i ! / ///j� ///%/ i I L IF- HT. I I I // / // // I I * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER HT• III I ////// �//////// II I 1 II'-0" PL HT ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. I , I II I I I I (/ //j/// %// ///.. I ( L J + 12" HEEL Z c, I I 1 // � // / IL - -j z THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND n I I I I Np "R' 1 I No `R' ' // /�^ // / ji I II I HT. g T. METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR I I ` I Igc /// //� j/ / 12 I °° °° _A� SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN 11 U a I 1 8" i .//j / ///%/� q 1- III p (I o 0 0 ° o o z Ce w DESIGNED AND INSTALLEDTOPREVENT ROTATION AND III '` - - - - - - I I I 811 1I OH. /j////�!1 //j//j/ I I I (I - - " I I I� JI � i-n , cn � a :s co f I I I OHI I I I / ///j //j// / w 5 PROVIDE LATERAL STABILITY IN ACCORDANCE WITH I I 8 /// ,�//;j// , c�L I I I I I w c v ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA ( 1 D I I ' I OH. I ' 51DEWALL ABOVE BUILDING COMPONENT SAFELY INFORMATION BCSI GUIDE I �- -I- - - -`- I _ _ 1 I I 12 12 I I 12 12 ( ) ' I 12f X12 I——II2 LOWER ROOF - I TO GOOD PRACTICE FOR HANDLING INSTALLING & I I— - - - - - - - - - ss - -I� 1 ll I I I BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. .. I * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS I I �� „ N RS TNG ROOF I 1 2 HR FIREWALL BELOW ROOF - OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN 6 ,I b'-II" I I I 3'-8" I 5'-0" 13'-8" NOTE I O EG I 5 I I ON TRUSS DRAWINGS. III NO .R. /// / E -_ - _ _ _ - - ' WEAVE ROOF SHINGLES AT I I CARRY TO UNDERSIDE OF * I / j/ /;/ ;// � -1 1 TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, // / 1NTERSEGTION OVER ICE SHIELD I HIGHEST ROOF SHEATHING - I I I I / / ; Op" 1 � Np DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY I I II I II N I I N //;// / ///. Z MEMBRANE - CARRY MEMBRANE MIN. 24 I WITHOUT THE APPROVAL OF A REGISTERED DESIGN I -L -L ,// ,/;;// �� I w OUT IN ALL DIRECTIONS OF I I I I I - - N - N / . //. //• 24 HEEL HEIGHT — — I III g (V PROFESSIONAL. 1 -� %/ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 12 I c� Ir j/ // III a INTER5EGTION I 1 - L * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS I f /;/ / %/� -� q I I 12 O m I I I 10'-O" I I I I I ./ // J I I z AND METHODS OF ERECTING THE TRUSSES. THE I ,- i /;/ /j //. I I q 10'-O" PL H' w Z I W d CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY I I L _ _ - - - - - - - - - - - 1/ HT. I '�' I - - - - - - - - - �`/ / -L - - - - - + 12' HEEL ui Ua< I I I BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE + 12° I I ( L -� ROOF TRU55 ;/ 1 _ _-- _ _ _ I- III w W < INSTILLATION OF THE TRUSSES. I . 2-o I 1 III ' v o lfl A- I I I I ROOF TRU55 HEEL I ( I I DORMER WALL5 / III-0'�PL HT. OH. Z S`rr� N I I I / // + 24 HEEL HT 4 o I 4 HT. I 1 1 I OH u 0 1 I I 10'-0" PL HT. 10'-0" PL HT. 2_p" I NO "R" w � I I + 12" HEEL HT. I I p O I HIP RAF71 I I � I I ALIGN + 12 HEEL HT. B ON. I ( 12 III 8 51MP50N HGP HIP SEE PLAN I I CORNER TIE 2'-0" q12 12 q 11 2'-0" FASCIAS B-5 i t q 1 B-5 ❑ I OH, I I i t OH. I = _ 51DEKNLL ABOVE LOWER I. J U I� 10'-0' PL HT. L 1 + 12" HEEL HT. F ROOF I I ( l0'-0" PL HT. z m L _ - J I + 12" HEEL HT. 4$ = w 1=41- 2 HR 5EPERATION C7 0 0 U o J= WALL PER UL#336 cn ' o SEE DETAIL I/FW-2 w _ U UNIT 5 2 UNIT 51 BERT MODEL B- I (INKBER-R.Y. ) MODEL B (JUNIPER)EXTERIOR WALLROOF WEAVE DETAIL 4 3 - AREA OF ONE: ROOF �, ... . TOP PLATE HIS' BUILT OVER ANOTHER Q to ,r / DETAIL NOT TO SCALE B 2 —L� GONN�GTION 2 -L ........ . � .:-......... JOB N BER-L GUTTERS I LEADER5 INSTALL ICE AND NOTE R: 16023 ALL GUTTERS 8 LEADER5 SHALL BE BAKED WHITE ALUMINUM .032 NOTE 0: NOTE 5: PRE-ENGINEERED RODE UNIT 5 1 UNIT 5 2 DUET CLUSTER Q SHEET NUMBER WATER SHIELD PER ROOF PLAN MIN. GAUGE, GUTTERS SHALL BE 5" SEAMLESS, 0.6. STYLE W/ ALL MANUFAGTURE'S PRE-ENGINEERED OVERLAY PRE-ENGINEERED 5GI55OR TRU55E5 W/ 12" MIN. HEEL RELATED 4 REQUIRED ACGE55ORIE5. LEADER5 SHALL BE MIN. SPEGIFIGATIONS TO ROOF TRUSSES ® 24" O.G. ROOF TRUSSES ® 24" O.G. HEIGHTS (U.O.N.) 24" O.G. a 2"x3", .021" GAUGE w/ CLIPS : ANCHORS. CAULK SEAL ALL MAINTAIN PRODUCT DESIGNED BY TRU55 ENGINEER DE516NED BY TRU55 ENGINEER DESIGNED BY TRU55 1/4"=1'-0" (MODEL B) (MODEL B- 1 )_ ROOFTLAN a- _ JOINTS. PITCH 6UTTER5 MIN. I/8"/FT. PROVIDE P.V.G. REGEPTOR5 WARRANTY ENGINEER 8" ABOVE GRADE TO RECEIVE LEADER5 (GLO5ED GAP DE516N). w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#1 45" MIN 01 F- �� 4 �®o ���� 2020 NY5BG SECTION 1061I-EXCEPTION 4: 48" MIN 1� 2 HOUR FIRE RATED RE515TANGE WALL ASSEMBLY MAY TERMINATE OPTION#2 SECURE ROOF SHEATHING TO G-RUNNER TRACK Z wC ' AT UNDER5IDE ROOF SHEATHING IF FIRE RETARDANT TREATED 2020 NY5BG SECTION 2"G-RUNNER TRAGK2'-CAULK FOR w 1�'1 SHEATHING 15 INSTALLED FOR A DISTANCE OF 4'-0"ON BOTH SIDES 106b-EXGEPTI0N 4: E WALL RATING - 2 HR. OF 2 HOUR FIRE RATED RESISTANCE WALL A55EM13LY 2 HOUR FIRE RATED RESISTANCE SMOKE T16K JOINT OVER OPTION#I FINISH RATING - 120 MIN. WALL ASSEMBLY MAY TERMINATE AT METAL E06E FLA5HIN6 STC RATING - 6I (SER ITEM 7� 48" 48 THE UNDERSIDE OF ROOF NON-RATED OPTION#2 OCA •E•� Uts SHEATHING PROVIDED THE ROOF 15 SECURE WALL SHEATHING TO V CL PROTECTED WITH 5/b"TYPE 'X" G-RUNNER TRACK TYPICAL ROOFING Z ( ` 15 6YP5UM BOARD DIRECTLY BENEATH ROOF TRU55 O VI/ o a, �5 X9 _E co L THE UNDERSIDE OF ROOF SHEATHING U U � rAND 15 SUPPORTED BY 2'LEDGERS ■t� U > �' '" ATTACHED TO THE 510B OF ROOF RAKE BOARD-TYP o 0 ? , 2' H STUD TRACK AN FRAMING FOR A MINIMUM OF -- — — -- - F a_.• y`4 `f f;•._ �.. '. `�+ 1,=.�`� OPTION #2 TYPICAL SIDING � ————————— ——— U) °'Z— G U K FOR SMOKE TI ,r, .... 1 • -- ---- — -- .. J I T OVER " OF 2 HOUR FIRE RATED RESISTANCE L Lx Q w c`i DISTANCE OF 4-0 ON BOTH SIDES x Z O Ti 1!,.,.! .!; iff.l....f...f!l..,.,.,.a..................,. .•........r':..,. M":... . --... .`. '_ ' ,•_1, .,..p.... ..»...... 2 STUDS CONTINUED TO IDE ROOF SSES® 24 O.G. WALL ASSEMBLY.ALLOW NO HIDDEN METAL FLASHING: U .....' w•.•wMi.-111�/.1.1/f..a.lf.»I I.u...l.f...» l ti r.......�..+..:.- ... •.-.�_•- a..l r..... •l fr.\.l f....f.l 4.�f�+• //�� -' SHEATHING OPENIN65 IN ROOF WITHIN 4'-0"OF 2 12"VERTICALLY 12"HORIZONTALLY j ❑ = c� y OD HOUR FIRE RATED RE515TANGE ti WALL C) `"' AI SPACE EA. 510 ASSEMBLY EACH SIDE.MINIMUM OPTION#I 2x4 LEDGERS CLA55 B ROOF SHINGLE TO BE OPT.#2 MTJ INSTALLED Z " 1.. I. a 1. .- - -..r/ .».rim•�f�_ �.r;,> �_... ..... .. .; :,�'%::r...----- ~..........._ �.._.. , 2x2 x2 LONG _ OPTION#2 � a Y, 00 U56 INSTALL�"TREATED PLYWOOD 5HT6ALUMINUM CLIPS e....-,....•_•., i r t f FOR MIN 48 OUT,IF LOWER ROOF 15 E1•t ;,�,� `f•-'f• GYP. BD. OR MINERAL WOOL FIRE BLOCKI LE55 THAN 30 BELOW HIGHER ROOF SECURE SHEATHING 0 TYPICAL ROOFING CONFIGURATIONA 3 I/2" (R-13) 15ATT ASW CLIPS OR ZW/ , U50 _ �— _ .063 U56 ALUMINUM F: : 1;,r)Tc.}r't ��, r�� 5 �'l t , 'g+C� �`, , ..SITA:�a' �. � ALUM ANeLE CLIPS x�-----------T-0, x�----------- BREAKAWAY CLIPS p ---. .. __. _ _..��: AIR SPACE =��_ SDGOREWED BACK TO BACK I'AIR SPADE I"AIR SPACE U j� ! (2)PIECES 6.P.T K I FIREGUARD TYPE X 5HAFTLINER, TER PROOF I/2 GYP.BD DOUBLE H-STUD TRACK 5GREWED FILL I" CAVITY AT FLOORS AND BOARDS W/FIBE FINISH ON BOTH Z -:�. w .. ""�4` ` _.=�__._w�..._.f..' �... . BACK TO BACK CEILING N-;;. -:- L W/GYP.BOARD OR MINERAL ( r :........ .. ................ ..... .,., _ / I SIDES AND ED6E5 wt; I" AIR SPACE WOOL FIRE BLOCKING O/ SJl.. ......»..r » ... y ................ l.rA....1 e.k..... n. ._ .._�... O -r-------- -= 2' H-5TUD TRACK LL. �,f :..:.:„- :` :. ... .`. "........... ....:::�. ..._._: ::::...I (2) PIECES G.P. TOUGHROGK I" . ,. --w w•-...,... :•;-� - FIREGUARD TYPE 11x11 5HAFTLINER, ........._ ... ry W WATER PROOF BOARDS W/ O 2x4 P.T. 51LL PLATE Qji c) Z *: ` •, '`, t , ���, r'�) ;;. FIBERGLASS FIN15H ON BOTH SIDES ❑ __... " ..i...�__........�\ ,... ' .\moi .:--..._. ix�................ .. �IRST y_ 'y _ .......... Y4 :l; _.-..... _ .:1, AND EDGES FLOOR r..� »....__«..... '3:4"AIS ;�� A�e ; k•,S `� r �— " T$6 — W /' ti_ 3/4 056 T ; _ 5UBFLOOR- GLUED r SCREWED - RUN RIM J015T PER FLR J015T MANUF. OPTION#1 2020 NY50G SECTION 106.6-EXGEPTION 4: CONTINUOUS BETWEEN lg., JOI5T5 PER PLAN FILL I"CAVITY AT FLOORS AND GEILIN6 W/ ROOF TRU55 2 HOUR FIRE RATED RESISTANCE WALL A55EM13LY MAY CONFIGURATION E.� PLATES AT EXTERIOR 4�`�n :l GYP.BOARD OR MINERAL WOOL FIRE TERMINATE AT UNDERSIDE ROOF 5HEATHIN6 IF FIRE RETARDANT '" .063 USG ALUMINUM WALL -=R•�::a: �. :.. (2) 2x4 P.T.SILL PLATE BLOCKING TREATED SHEATHING 15 INSTALLED FOR A DISTANCE OF 4'-0'ON E ;PO SED TO VIREF140,14 I'FTH-R SIDE �: ;;::?:• 'T BOTH SIDES OF 2 HOUR FIRE RATED RESISTAN p w BREAKAWAY CLIPS _... ........_....._....... ........._........... ... . ...... � GE WALL ASSEMBLY W };4'' (R-13)CLOSED CELL SPRAY FOAM INSUL -' "� ANCHOR BOLTS (14" LONG + # W :+�# SPACE t';E ,.� .f_ W,g AIR S r1 E,flfl.lf,f.l rr. ___ Alit� �p {:�? ALONG INSIDE FACE OF FND.WALLS-FULL HT ° !'•r= " 1. ) OPTION 2 4. x � 0 8 MIN EMBEDMENT 2020 NY5BG SECTION lObb-EXCEPTION OR DRAPED BLANKET INSULATI°" 2 HR FIRE RESISTANCE ;._'{ 11 n u 2 HOUR FIRE RATED RESISTANCE -.'•' , '�-� a `t•�.: ADHESIVE ANCHORS W/ X3 X E WALL ASSEMBLY MAY TERMINATE AT ,� i WASHER P_ ® 24 0/C. RATED SHEATHING PROVIDED THE ROOF m THE UNDERSIDE OF ROOF NON-RATED "N �` 1 (1)#4 HORIZ.REBAR f 15 PROTECTED WITH 5/b'TYPE 'X"61MM BOARD DIRECTLY BENEATH RATED AND 15 SUPPORTED BY 2 ❑ w p ;5,,+� ;* f} " ; ti ' •�`' E I°(/, ', I I t: THE UNDERSIDE OF i ;r!�'`• } ; ;�yti ; �'l,l`..��� j`,j C 4;t ,�'jl i �I (1)#4 HORIZ.REBAR 0 MID ^4 a=te '` BASEMENT WALL ASSEMBLY DETAIL LEDGERS ATTACHED SID ING� " I ;,`l j M ,r '�,,• *..�t:�`, w ; ,' l/r s �? R;�. z�' i. °`�= " —k �;: ° '` q FRAMING iRATAD177 MINIMUM ,�� ; ' �' j f''..r, •,: t HEIGHT OF WALL STORY :� v " ES OF ROOF OF DISTANCE OF 4-0ON BOTH SIDES OF 2 HOUR FIRE 'Wil'' 1 " " ° N.T.S. SEE GLU5TER FOUNDATION PLANS FOR LOGATI ONS FI'� RE51STANOE WALL ASSEMBLY.ALLOW No OPENIN66 IN ROOF WITHIN ? �` `' `'` il> J. ` y 4-0OF 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY EACH (' ) z °` - ''� 12 FOUNDATION WALL ON 24 xl2 TYPICAL BASEMENT SLAB �./ P.G. FOOTING . SIDE.MINIMUM GLASS B ROOF SHINGLE TO BE INSTALLED. i t�:,- >" y f� `.,i I r �f i .•'' " 4"P.G.SLAB(MIN.2500 P51 (n A06 MIL PoLYETHELI:TE STG R�4TiNG = ?+Sit;�,4ti: i ! f"•r„ ,.� 1� L:::':.w.....�...'``3�f•, •,1r,/.tyl..l..: i +}.h:' ,,4•, 3 +..,t`M1`` ° "Y.� --• s1 ' _' 4 11 : OPTION#I i r `fr _R-- --•L_i i f t i {(: s ''t i i VAPOR BARRIO < 2°HOUR FIRE RATED RESISTANCE EHALLNA55EMBLY MAY TERMINATE AT cAMP d FILL To asSK DENSITY 056 BROCHURE 5A100 (FIRE RESISTANT V) /'{:' ;i •g f -•t.;,t `.� k .�':; 1 r.,...-t i,% ° ° Q ° ° e ASSEMBLIES) 1 r�1 P, ,-• i 1 i ° ° UNDERSIDE ROOF 5HEATHIN6 IF FIRE RETARDANT TREATED SHEATHING OPTION#2 Z , a a PAGE 22 (AREA 5EPARATION WALL w 2020 NY5BG SECTION 706b-EXCEPTION 4: _ ,'`l ,•�`,ti`•, ; #, rJ , `' IS INSTALLED FOR A DISTANCE OF 4-0 ON BOTH SIDES OF 2 HOUR 2 HOUR FIRE RATED RESISTANCE WALL g _,�.,•• L_ �, ri•%+ ,, olai�•^�, .>\, ,.. e a ° 5Y5TE:M5) FIRE RATED RE515TANGE WALL A55EMBLY ASSEMBLY MAY TERMINATE AT THE :�1(ui.avl lsfd.0 1,'LO al B c a e 4 TEST#UL DES 0341 u UNDERSIDE OF ROOF NON-RATED UO 48,1148 SHEATHING PROVIDED THE ROOF 15 0 HORIZONTAL#4 ° °: AGOU5TIGAL PERFORMANCE = 5TG 60 PROTECTED WITH 5/b'TYPE 'X'6YP5UM Q ° TE5T#RAL-TL-bb-350 BOARD DIRECTLY BENEATH THE a. 7 X BASED ON 2x4 FRAME WITH MIN. 3" UNDERSIDE OF ROOF SHEATHING AND 15 5EPARATION WALL: (Max Height - 66 ft) MINERAL WOOL BATT AT EACH 510EX XA THE SUPPORTED SIDES B 2"LEDGERS ED FRAMING FOR ACRD To 2 HR FIRE RESISTANCE SECTION 12063 OF 2020 NY5BG-WALLS, MINIMUM OF DISTANCE OF 4'-0'ON BOTH PARTITIONS AND FLOOR/GEILIN6 2' H STUD TRACK AN SIDES OF 2 HOUR FIRE RATED RE515TMGE I. Floor, Intermediate or Tor) Wall -- 2 in. wide channel Shaped with I in. long legs formed from No. 25 M56 gale Steel, Secured with Suitable A55EMBLIE5 5EPARATIN6 DWELLING G U K FOR SMOKE TI OPTION #2 WALL ASSEMBLY.ALLOW NO OPENINGS IN fasteners Spaced 24 in. OG. RATED WALL ASSEMBLY DETAIL I UNITS FROM EACH OTHER OR FROM I T OVER ROOF WITHIN 4'-0"of 2 HOUR FIRE RATED 2. Metal 5tud5 -- 5teel members formed from No. 25 M56 goly Steel having "H" -Shaped flanged Spaced 24 in. OG; overall depth 2 in. and PUBLIC OR 5ERVIGE AREAS 5HALL HAVE 2 TUDS CONTINUED To U IDE ROOF 5® 24"O.G. RESISTANCE WALL A55EM13LY EACH SIDE. flange width I-3/8 in. N.T.S. SEE CLUSTER FOUNDATION PLAN5 FOR LOGATION5 FI"D A 5TG OF 50 OR MORE. F SHEATHING MINIMUM CLASS B ROOF SHINGLE To BE N c, INSTALLED. N N N C! ti `r° eq Wr 5. 6yp5um Board* -- Two layers of I in. thick gypsum board liner panels, Supplied in nom 24 in. widths. Vertical edges of panels friction fitted USG AREA SEPARATION WALL SYSTEM UL# U336; PR0I�IDED 5TG=60 1" AI SPACE EA. SID o N N M into "H" -shaped studs. TEST #RAL-TL-88-350; STC = 60 G6G INC, -- Type 5LX. T'YPIGAL FRAME WALLS (2)PIECES G.P.TOUGHROGK I" UNITED 5TATE5 6YPSUM GO -- Type 5LX FIREGUARD TYPE "x" SHAFTLINER, GYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type 5LX. UNRATED WATER PROOF BOAR05 W/ WOOL FIRE BLOCKI z WINDOW FIBE:RC- A55 FIN15H ON BOTH SIDES PROTECTED WALL: (Bearings or Nonbearing Hall) AND EDE5 ASW CLIPS OR .063 USCF ALUM ANGLE CLIPS 0 0 0 °-° o o z es 2 HOUR HIRE RATED RESISTANCE AIR SPACE ¢ CID 4. Wood 5tud5 -- Nom 2 by 4 in. max Spacing 24 in. OG. 5tud5 cross braced at mid-he(ght where necessary for clip attachment. Min 3/4 in. __ __ _ __. WALL ASSEMBLY SHOWN HATCHED DOUBLE H-STUD TRACK W J W a N31 Separation between wood framing and fire Separation wall. 5GREWED BACK TO BAGK w °� °� 4A. 5teel Studs -- (AS an alternate to Item 4, not Shown) -- For Bearing Wall Rating - Corrosion protected Steel Studs, min No. 20 M56 202 W52Y,106.5 ORIZONTALCA� R)ITY, DOUBLE H-STUD TRACK 5GREWED FILL I" CAVITY AT FLOORS AND 01N (0.03261 in., min bare metal t.hickne55) Steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) gals Steel or No. 20 M56 (0.033 in. thick) E'RE OR� ,HA �0h1 BACK TO BACK CEILING W/GYP. BOARD OR MINERAL primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Gold-Formed Steel � • WOOL FIRE BLOCKING N I AIR SPACE Structural Members by the American Iron and 5teel Institute. All design details enhancing the Structural integrity of the wall a55embly, including UNRATED 2" H-STUD TRACK STG RATING � the axial design load of the 5tud5, Shall be o5 specified by the Steel Stud designer and/or producer, and Shall meet the requirements of all 2020 NY5BG 5EGTION 106.5 WINDOW (2) PIECES G.P. TOUGFIROGK I" EXCEPTION #2 FIREGUARD TYPE "X"5HAFTLINER, 2x4 P.T.SILL PLATE USG BROCHURE 5A100 (FIRE RESISTANT applicable local code agencies. The max stud Spacing of wall assemblies shall not exceed 24 in. OG. 5tud5 attached to floor and ceiling _ WATER PROOF BOARDS NU ASSEMBLIES) z tracks with I/2 in. Ion Type 5-12 Steel Screwy on both Sides of studs or welded or bolted connections designed in accordance with the UNSPRINKLERED BUILDING" GARAGE PAGE 22 (AREA 5EPARATION WALL w g yp g FIRE RETARDANT TREATED _ _ __ FIBERGLA55 FIN15H ON BOTH SIDES A151 S ecificotion5. To and bottom tracks Shall consist of Steel members, min No. 20 M56 (0.03261 In., min bare metal thickness) steel or min SHEATHING TO EXTEND 4'-0" ON 2020 NY5BG 5EGTION 1063 AND E06E5 UNEXCAVATED TYPICAL SYSTEMS) � [� 0 p p EXCEPTION #3 TEST#UL DE5 U341 O W m No. 20 656 (0.036 in. thick) galy Steel or No. 20 M56 (0.033 in. thick) primed Steel, that provide a Sound Structural connection between BOTH SIDES OF 2 HOUR FIRE GARAGE SLAB RATED RE515TANGE WALL BUILDINGS EQUIPPED W/NFPA 13 OR •4'P.G.SLAB(MIN.3500 PSI GONG) w steel Studs, and to adjacent assemblies Such as a floor, ceiling, and/or other walls. Attached to floor and Ceiling assemblies with Steel NFPA 13R SPRINKLER: ° REINFORGEDWITNbxb,io/lowwrr. AC40ZTIGAL PERFORMANCE = 5TG 60 � Q � LU ASSEMBLY AND OFFSET WALL I 1 e 411 «TAMP E FILL To a5%DEN511Y TE5T#RAL.-TL-b&350 w w 1 fasteners Spaced not greater than 24 In. O.G. Studs cross-braced with Stud framing at midheight where necessary for clip attachment. Min 4'-0" MIN. 4'-0" MIN. FIRE RETARDANT TREATED SHEATHING (1)#4 Nowt.REBAR •SLOPE eARA6E sLaB Dont 2• BASED ON 2x4 FRAME WITH MIN. 3" 0 v 0 3/4 in. Separation between Steel framing and area 5e oration wall. Finish rating has not been evaluated for Steel 5tud5. AT 2 HOUR FIRE RATED RE515TANGE P 9 p g TOWARDS 6ARA6E DOOR MINERAL WOOL BATT AT EACH 51DE Z 4B Steel Studs -- AS an alternate to Items 4 and 4A, for use in Configuration B only, not Shown) -- For Nonbearing Wall Rating - Channel 2 HR FIRE RESISTANCE -ASSEMBLY END a" WIDE x FULL 4 HEIGHT OF 2 HOUR FIRE RATED ° SECTION 12063 OF 2020 NY5BG-WALLS, cn Shaped, fabricated from min 25 1156 corrosion-protected steel, min 3-1/2 in, wide, min 1-1/4 in. flanges and 1/4 in. return, Spaced a max of 24 RESISTANCE WALL A55EMBLY d PARTITION5 AND FLOOR/CEILING w '1 in. OG. 5tud5 to be cut 3/8 to 3/4 in. less than assembly height. Top and bottom tracks Shall be, channel Shaped, fabricated from min 25 M56 RATED WALL ASSEMBLY DETAIL a A55EMBLIE5 SEPARATING DWELLING UNIT5 � corrosion-protected Steel, min width to accommodate Stud size, with min I in. long legs, attached to floor and ceiling with fasteners 24 in. OG 2 A FROM EACH OTHER OR FROM PUBLIC OR ❑ ° SERVICE AREAS SHALL HAVE A 5TG OF 50 W max. 5tud5 cro55-braced with Stud framing at midheight where necessary for clip attachment. Min 3/4 in. separation between steel framing and N.T.S. OFF-SET EXTERIOR WALLS FW2 d OR MORE. w area Separation wall. Finish rating has not been evaluated for Steel 5tuds. (1)#4 HORIZ.REBAR® MID ° W 5. Gypsum Board -- Glossified or Unclassified -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. Gypsum board attached to 2 HOUR FIRE RATED HEIGHT OF WALL STORY ° : a " PROVIDED 5TG=60 F w } TYPIGAL FRAME WALL a � ANCHOR BOLT5(14 0 m RE515TANGE WALL A55EMBLY Studs with 1-1/4 in. long steel drywall nails Spaced 8 in. OG. Vertical Joints located over Studs. (Optional) Joints covered with paper tape and LONG + 3" HOOK,b" MIN 9 SHOWN HATCHED ° EMBEDMENT) OR ADHE51VE Z Q Joint compound. Nail heads Covered with Joint compound. 9 ° ANCHORS W/3"X3"X�4" NOTE: UL#33b EXGEED5 CA RRENT FIRE CODE (� 6. Attachment Clips -- Aluminum angle, 0.063 in, thick, 2 in. wide with 2 in. and 2-1/4 in. legs. Glipe, Secured with Type 5 Screws 3/S in. long to UNIT UNIT 12" FOUNDATION WALL ON 24"xl2" STANDARDS AND REDUCES SOUND TRANSFER S2 "H" 5tud5 and with Type, W Screws 1-1/4 in. Ion to wood framing through holes provided in clip. UNRATED WINDOWS WASHER PL ® 24" 0/G. BETWEEN UNITS w - G� _d-1 yP g 9 g p P „ „ P.G. FOOTING / F- RoaEnr 6A. Clipplacement (Item 6) for separation walls u to 23 ft high. ace cli 5 a max of 10 ft OG vertical) between wood framingand H AND DOORS o Studs. m r 1 66. Clipplacement (Item 6) for Separation walls v to 44 ft high. 5 ace clips as described in Item 6A for upper 24 ft. Remaining wall area P P p 9 p P pP 9 � cn below requires clips Spaced a max 5 ft OG vertically between wood framing and H Studs. w 6G. Clip placement (Item 6) for separation walls up t0 66 ft high: Space clips as described in Item 6A for upper 24 ft. Space clips as HORIZONTAL #4 U described in item 65 for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips Spaced a max of 40 In. OG vertically �� 3£10 0� 1. �� all ° a °• '4 ❑ �`'r�r�rY��;�., between wood framing and H studs. UNRATED SIDING (TYP) 1. Non-BearingWall Partition Intersection -- (Optional) Two nominal 2 4 In. Stud or nominal 2 b 6 in. Stud nailed together with two Sin. Ion " 11 UNITS •..............................................p � y g g 2020 NYSBG SECTION 106.5 EXCEPTION #3 4-0 MIN. 4-0 MIN. 51 IOd nails Spaced a max. 16 in. OG. vertically and fastened to one Side of the minimum 2 by 4 in. stud with 3 in. long IOd nails Spaced a max I6 B NUMBER in. OG. vertically. Intersection between partition wood Studs to be flush with the 2 4 in. studs. The wall partition wood Studs are to be BUILDINGS EQUIPPED W/NFPA 13 OR NFPA 13 SPRINKLER: 2020 NY556 5EGTION 106.5 EXGEPTION #2 2 HR FIRE RESISTANCE y p p FIRE RETARDANT TREATED 5HEATHIN6 AT 2 HOUR FIRE RATED UN5PRINKLERED BUILDIN55: B 8� 2 2016023 framed with a Second 2 by 4 in. wood Stud fastened with 3 in. long IOd nails Spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall RE515TANGE WALL A55EMBLY END b" WIDE x FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED SHEATHING TO EXTEND 4'-O" (MODEL ) partition intersection per Stud cavity. Non-bearing wall partition Stud depth Shall be at a minimum equal to the depth of the wall. ON BOTH 51DE5 OF 2 HOUR FIRE RATED RE515TANGE RATED WALL ASSEMBLY DETAIL 5 ¢ SHEET NUMBER 2 HR FIRE RE S I S TAN C E WALL A55EMBLY SEE G U FW2 1: Bearing the UL Glass(ficatic>n Mark 2 RATED WALL ASSEMBLY DETAIL 3 N.T.S. L STER FOUNDATION PLANS FOR LOCATIONS (MODEL B- 1 ) Last Updated on 2010-10-21 FI,D USG AREA SEPARATION WALL SYSTEM UL# U336; O C7 � N.T.S. AT FLUSH CONDITION TEST #RAL-TL-88-350; STC = 60 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED