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Home My WebLink About46809-Z 071V:- ��O�oSUfFOLkcpGy Town of Southold 8/31/2022 .� P.O.Box 1179 } 53095 Main Rd Wo o�r7 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43387 Date: 8/31/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 19 Farmstead Ct Unit 50, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-24 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/3/2021 pursuant to which Building Permit No. 46809 dated 9/13/2021 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 50 The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0104 7/6/2022 ELECTRICAL CERTIFICATE NO. 46809 7/29/2022 PLUMBERS CERTIFICATION DATED 8/1/2022 A SpQoumbing Contractors Inc A or' ed Signature S�M14' TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERI4'S OFFICE . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46809 Date: 9/13/2021 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per Planning & SCHD approvals. (Unit#50, B model) At premises located at: 19 Farmstead Ct Unit 50, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-2-24 Pursuant to application dated 9/3/2021 and approved by the Building Inspector. To expire on 3/15/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,787.60 CO-NEW DWELLING $50.00 Total: $1,837.60 Bui ding Inspector hO��pE SOUjyo! 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 aQ sean.deviin(a-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 19 Farmstead Ct Unit 50 city:Cutchogue st: NY zip: 11935 Building Permit#: 46809 section: 102.1 Block: 2 Lot: 24 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 68 Ceiling Fixtures 22 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 7 Wall Fixtures 3 Smoke Detectors 3 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 31 Heat Detectors 1 Sub Panel A/C Blower 1 Range Recpt GaS Ceiling Fan Combo Smoke/CO 2 Transformer UC Lights Dryer Recpt G8S Emergency Fixture Time Clocks Disconnect 2 Switches 45 4'LED Exit Fixtures Pump Other Equipment: Fridge, Oven, DW, Micro, W/D, Septic Disco, 150A Panel Notes: One Story w/ Unfifnished Basement Inspector Signature: Date: July 29, 2022 S.Devlin-Cert Electrical Compliance Form 1i1 � Town Hall Annex 612, Telephone(631)765-I802 54375 Main Road Pax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 0110� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: l Building Permit No... -1 U A,l–+�S-0 Owner:�1�1 J) -; L C I (Please print Plumber: A I�lb (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 S day of_,4U� , 20a- Notary Public,_ !L _C'ounty ANo i,a Winihi IFS Notary Public,State of NewYor'n Frog.No.0IF1636836/, O!!'aUied in Suffolk County 'I )C13- Commission Exoin / - L.S BOE SOUTy t `"� J�-� y1 — — -- to �o� ora v TOWN OF SOUTHOLD BUILDING DEPT. �ycourme 765-1802 INSPECTION [ ] FOUNDATION 1 ST N� a. [ ] 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 /O Phe A`r REMARKS: S o .q,6 � �oG�Aci�dh S vw n� DATE 101610,114INSPECTOR gad ��OF SOUIyO * TOWN OF SOUTHOLD--BUILDING DEPT. co 765-1802 INSPECTION , [ ] FOUNDATION 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: �r.•tn _ . Loe At. jcr 0, K 3� � .I0z DATE z INSPECTOR / oF souryo - - - -- --- TOWN OF SOUTH LD BUILDING DEPT. °ycou765-1802 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: combo AJI O V4 sI- P- - Mel F_ s4rzn claae 4-o v bO a _ taf DATE 7i2 INSPECTOR Sol OE SOOT60,0 * # TOWN OF SOUTHOLD BUILDING DEPT. cvu765-1802 JNSPECTION ( ] F UNDATION 1ST [ .] UGH PL13G. [ 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. I( Ot✓ � yaw AIS. oc �n /Ts DATE 330Z2�, INSPECTOR aso # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: /1'C J n ` DATE Z^ (i INSPECTOR pF SOUlyolo - * TOWN OF SOUTHOLD BUILDING DEPT. comm", 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [I FINAL Af [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 May 01, 2022 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Un.it#50— Permit#46809 Dear Mr. Verity, The rear covered porch as depicted on the submitted architectural plans will be "screened in" as per the Planning Board's approval dated January 18, 2019. �FtED ARC In ysubmitted, 'C ogERTCy��'j��` C, eny,AIA, LEED AP N 9T� 0236I'D OF NES 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 Main Rd P.O. Box 1179 Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Basement Code Conformance Unit#50—Permit#46809 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2020 Energy Conservation Construction Code of New York State, R402.2.9 Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet(3048 mm)below grade or to the basement floor, whichever is less. Res ctfully s bmitted, ��FtED ARC' O,aeRT CAI C, C9 2.G Glen erveny, AIA, LEED AP Pri pal Nj. A '9 02381 Q� T�0F NE`Ny - 1 GRCH ARCHITECTURE PC 3750 ExPREss DRIVE SOUTH SUITE 202 ISLANDIA, NY 1174.9 WWW.GRCHARCHITECTURE.COM {637 864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insul tion products noted below have been selected for their flame/smoke spread properties to meet the requirementslof the New Y�rk State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation �t Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Sectign R316.5.11 Maximum thickness 3 ll" (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed C 11 Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or leis and smoke-development index less than 450 in accordance with ASTME84. r Draped Foundation Wal f Insulation Blanket (Residential Code Sectiolln R302.10.1 Insulation materials, including facing�j shall have aflame spread index not to exceed 25 with an accompanying smoke. Development index not e o exceed 450. Provided/ Installed: "Ec touch FIaME 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, D ARC 05SRT CyF v 2 Glen Cherve y IA, LEE AP Principal 02381 []� OF NE�� MECHANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President 20 Feldland Street, Bohemia, NY 11716 • (631)563-1298 - Fax: (631)563-2954 Home Energy Rating Certificate Property HERS Juniper B - Unit 50 Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Pointe Rating Date: 2022-07-27 Rating Number: MC121 19 Farmstead Ct Registry ID: 918409080 Cutchogue , NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 55 Efficient Home Comparison: 45% Better Heating 53.3 $113 8% General information Cooling 1.0 $56 4% Conditioned Area 3260 sq. ft. House Type Townhouse, end unit Hot Water 11.9 $13 1% Conditioned Volume 31155 cubic ft. Foundation Conditioned basement Lights/Appliances 24.2 $1056 78% Bedrooms 2 Photovoltaics -0.0 $-0 -0% . Service Charges $120 9% Mechanical Systems Features Total 90.4 $1359 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: 148 cfm,23.2 watts. ECCC New York State 2020 Programmable Thermostat Heat=Yes; Cool=Yes 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: 0.320, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate 1557 CFM50 (3.00 ACH50) Foundation Walls R-13.0 Method Blower door 1557 CFM x 60 Min/Hr/31155 Ft"3 = 3.0 ACH @ 50 Pa Energy Testing services, LLC. Lights and Appliance Features 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 631-244-9333 Refrigerator(kWh/yr) 568 Clothes Dryer CEF 2.32 Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: c. 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 19 Farmstead Ct, Cutchogue, NY 11935 Building Envelope Insulation W 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: 1557 Clg: 1557 CFM50 Duct NA Total Duct Leakage 25.00 CFM @ 25 Pascals Window Data �w 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. rHERS.Index: 55 der or Design Professional Signature REM/Rate Residential Energy Analysis and Rating Software 06.0.6 Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 19 Farmstead Ct. City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone (CAZ)# 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: 2022-07-27 Outdoors Temp During Test: 86 °F CAZDepressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes 2 No❑ Type: Furnace Q Boiler❑Heat Pumper Other❑ t z Venting Type' Drat SP96M Sip 11aQe CO CO Efficiency Fuel Tvpe Circle Type) Pasca! (Worst Case (Natural) (Worst Case atutral Rating:95.0 N[ZIP❑O❑E❑ NQ1v0MI]S_Z NSA Pa. Pass❑✓ Fail❑_ Pass❑✓Fail❑ N/APPM NIA PPM Water Heater Primary: Yes ❑✓ Type: Standard Tank ✓[Indirect Tankless [:1 Size: 75.0 Style Common Vent No n Instantaneous❑Commercial (See Note 5below) (Gallons) ° Stand Alone ✓❑ Efficiency Fuel Type s z venting Type' Drat Sip llape Spillage(Natural) CO CO (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.69 ND P❑O❑E❑I N❑M❑✓ S❑ N/A Pa. Pass❑✓ Fail❑ Pass❑✓_Fail❑ N/A PPM N/A PPM �►'�� Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes Q No❑ Oven CO N/A PPM Ambient CO(During Oven CO Testing) N/A PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric '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. Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) ' 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 Caruso Rater Number: 7960376 Rater Signature: Date: 2022-07-27 wrightsoft� Manual S Compliance Report Job: 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 50- 19 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: 63.37 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 Equipmenttype: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 700 cfm Sensible capacity: 14700 Btuh 96% of load Latent capacity: 6300 Btuh 247°/x, 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. -wrightsoft, 2022-Jul-22 14:38:57 , Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 fi .�1...Rimor Model B MAN JSD\Rimor Model B MAN JSD.rup Calc=MJ8 Front Door faces: W ` A Residential Plans Examiner ■ _ _ • Form ACCPI.a • • • • Equipment, 15 Mar 09 At0Xd4rn1gCotaah dA ets Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes F-l No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes 7 No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): Model B (Juniper), Entire House HVAC • .D CALCULATION40 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature: 68 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 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 Roof Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 10.0 ft Sensible heat gain:9 17400 Btuh Internal shade: none Eave Latent heat gain: 2894 Btuh Alinas,drapes,etc. Depth Window Total heat gain: 20294 Btuh Number of skylights: 0 HVAC EQUIPMENT • ,0 Heating Equipment Data Cooling Equipment Data Blower Data E uipment type: Gas furnace Equipment type: SplitAC Heating cfm: 638 �umace,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 extemalstatic pressure for design airflow Heating output capacity: 36800 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at wmterdesign outdoor conditions Sensible cooling capacity: 0 Btuh Aux heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh DISTRIBUTIONHVAC DUCT ■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+(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 " WrlghtsOft' Ri ht-Suite®Universal 2018 18.0.32 RSU20066 Load Short Form Job: - wrightsoftm 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 50-19 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 Htg AVF CIg AVF (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. wriightsoR~ 2022-Jul-22 14:38:57 �� arnrtA•ID+bmnuM.gYrnp.ry Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 jCM...Rimor Model 8 MAN JSD%Rimor Model B 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. wrightsoft' 2022-Jul-22 14:38:57 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 JCM...Rimor Model B MAN JSD\Rimor Model 6 MAN JSD.rup Calc=MJ8 Front Door faces: W Project Summar Job: ` 1lVrightsoftW 1 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:r.b.delfino@energylestingservices.com Project • • For: Unit 50-19 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 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 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(ft2) 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 AC CA to meet all requirements of Manual J 8th Ed. -Pk r= ight -ft- 2022-Jul-22 14:38:57 C .w Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 CA...Rimor Model B MAN JSD\Rimor 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 L71 cfm x`�t 159 cfm M bath M bed Living adiab :LN Hall K6 cfm WIC1 WIC2 WIC 79791 cfm Laundry Dining 8 cfm 30 m Stair 2 6" Bath 2 8 cfm �\7 cfm Foyer Garage 12 0" Kitchen 0\ 00 cfm Bed 2 k.JIF 5' 0" �96 cfm L &1 a 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 50-19 Farmstead Ct Bohemia,NY 11716 18.0.32 RSU20066 Cutcho ue,NY 11935 2022-Jul-22 14:39:08 9 Phone:631-stings ...ANJSD�RimorModelBMANJSD.rup r.b.delfino@energytestingservices.com N Level 1 2' %12 16 c adiabati80 0" 28 0" 219 cfm smn 26 2 x16 Make up air 56 Star 0 16 x 16 CFM Skuttle m model 2161 6' 20 6" 23 0" 21 " 1 0 , 5' Job#: Energy Testing Services LLC Scale: 1 :93 Performed by Energy Testing Services L... Page Unit 50-19 Farmstead Ct. 1648-A Locust Ave Right-Suite@ SnU2o sib 016 Bohemia,NY 11716 Cutchogue, NY 11935 Phone:631-244-2627 ANJSD�RimorM del: 9:08MAN .rup r.b.delfino@energytestingservices.com Duct System SJob: ` - - wrightsoft, yemummar 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 50-19 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 DetailTable Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk 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 o 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 st1 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 -�-wrightsoft- 2022-Jul-22 14:38:57 ^`• ,�,.•,a..,M,.,.,...,u..,v„ Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ��...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 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 wrightsoft® 2022-Jul-22 14:38:57 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 H�i{i11...Rimor Model B MAN JSD\Rimor Model B MAN JSD.rup Calc=MJ8 Front Door faces: W OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 ®� ®(/�'`_` 54375 State Route 25 Southold,NY 11971 �'��_ `` � �,' - (cor.Main Rd. &Youngs Ave.) `�®.J ° :.. Telephone:631765-1938 Southold,NY www.southoldtownny-gov OOCC . 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., Cutchogue 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 sit6'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 pian 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 SCOTT A. RUSSELL r�,.� =.. MICHAEL M. COLLINS, P.E. SUPERVISOR �� ` S '.�" TOWN ENGINEER .TOWN HALL - 53095 MAIN ROAD � � � � TOWN OF SO HO NEW YORK 11971 Tel. (631)-765-1560 Q ; Fax. (631)-765 —9015 ¢. ]iQlALI..00LI'INSrirtT01L'1X.SULrfH li%n-til'7-rS 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, -;04, Awl ' Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector Lt"Iu+ so /410 1 ' ,,.r•yr ,� fah ,>t. '{ ` "."'' s. � I ti C7 � � r f y , r frA"�J ��pfF, FOUND�IATIO�(IST)' FOU e A -j' � • grilEgm "ROUGIUR.AMI1N0 , INSTJL�TIOMPER N.Y. • • 1 49 r 6 '"g0fF0lK eo TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631) 765-9502 htti)s://www.southoldtownny.gQv Date Received For Office Use Only Ec iq�n /�7= n PERMIT NO. vn Building Inspector:4,L2-- Applications and forms must be filled out in their entirety.Incomplete applications SEP — 3 2021 will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. PUILDEXG DEFT, APPLICATION FOR BUILDING PERIMIIT Date: a 3 TO��i. OF.SO T�HOLD OWNER(S)OF PROPERTY: Name: Rimor Development Tax Map#:SCTM#1000- 102.01 - 02- Physical 2-Physical Address: �J(.�Cf-# -e c�s Phone#: 631-678-2667 Email: teamalia65@gmail.co Mailing Address: CONTACT PERSON: - Name:Henry Alia Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:GRCH Architecture Mailing Address: 3750 Express Dr.South Islandia, NY 11749. Phone#: 631-864-3395 Email: CONTRACTOR INFORMATION: Name:Rimor Development Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition - ❑Alteration ❑Repair ❑ Estimated Cost of Project:.Demolition $240,000.00 ❑Other Will the lot be re-graded? 2Yes ❑No Will excess fill be removed from premises? ❑Yes 2No PROPERTY INFORMATION Existing use of property: Intended use of property: Condo-resitclential Date of Purchase: Name of Former Owner: i 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. 9 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 ofthe Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance ofthe Town ofSouthold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition a herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit author d inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant ction 210.45 ofthe New York State Penal Law. Application Submitted By(print e} Henry 2Authorize Agen ❑Owner Signature of Applicant: Date: 124 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Henry Alia being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me/this day of 120_2�L L:--� �}�.�t SHERRY PIRONE NOTARY PUBLIC.STATE OF NEW YORK PROPERTY OWNER AUT j0RQjk1rZb1on No. 01PI6388308 (Where the applicant is nct the o l ped in Suffolk County Commission Expires March 04, 2023 I� 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 CONSENT TO INSPECTION the undersigned, do(es)hereby state: Owner(s)Name(s) That the undersigned (is) (are)the owner s)of the premis i =Twf Southold, located at q ('j) # which is shown and designated on the Suffolk County Tax Map as District 1000, Section � .®0 ,Block 0 ,Lot Qc-) . That the undersigned(has) (have)filed, or cause to be filed, an application in the Southold Town Buildina Ins pe tor's Office for the fillowin vv� 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. Dated: 09 ( i , atur ' � ' 14 (PrInt Nai e (Signature) (Print Name) L BUILDING DEPARTMENT-Electeical Inspector opo 2. .... O 2021 TOWN OF SOUTHOLD SEP Town Hall Annex - 54.375 Main Road - PO Box 1179 Southold, New York 11971-0959 .3elephone (631) 765-1802 - FAX (631) 765-9502 i-oger.richert(a�-town.southold.nv.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date:. Company Name: Name: License No.: '�jl 60 rn r- email: M. e 1eC (�--40 .hpo, Address: y Ps Qi Phone No.: L , JOB SITE INFORMATION: (All information Required) Name: ✓ La I Address: r6[v_ms-_yoj rA . (Ar, A�j I Cross Street: IL<ki-c LQ Phone No.: Bldg.Permlt email: Aea-M a!'eA Tax Map District: 1000 Section Block: 01,b,, Lot: L-) "h BRIEF DESCRIPTION OF WORK (Please Print Clearly) Clirclie All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: C"/ NO Issued On�mj q:iRd,- 21 Tamp Informati (All information required) Service Size -1 P 3 Ph Size: _t,-Ia A # Meters Old Meter# ew Servi e - Fire Reconnect- Flood Reconnect-Service Reconnected -Underground - Overhead Underground Lateralsrl ) 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION /11111 0, 82-Request for Inspection Form.xis �s fFat BUILDING DEPARTMENT=Electrical Inspector j�o s 2021` TOWN OF SOUTHOLD Town Hall Annex,- 54375 Main Road - PO Box 117,9, Southold, New York 11971-0959 ..Telephone (631) 765-1802 ' FAX (631)...765-9502 T s ` ` " ` ` roger.richert(a"town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION Date: REQUESTED BY: ` ►� ^ I� Company Name: L Name: ti License No.: email: e lec Address: ,c> , Ra Phone No.: JOB SITE. INFORMATION: (All Information Required) Name: ov Address: S. # gas Cross Street: shn f-rhi IL L Phone.No., i - Idg:Permit#: email: ctionLot: 0: Tac:VaP=Dist1.JSrtP.i Rh .OF-WORK(Please Print.Clearly) Circle All That Apply: Is job ready for inspection- YES NO Rough In Final Do you need a Temp Certificate?: C"/ NO Issued On ft j a'ar,- 21 Temp Informatio (All information required) Service Size . 1 P 3 Ph Sized A # Meters _ Old Meter# EewSe>rvi - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead . # Underground Laterals1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION /7" 82-Request for Inspection Form.x(s �: � o�°� PERMIT# es /[ Switches � O'Utlets I till GFI's 1 '� Surface Sconces I ?� HH'sI UC Lts Fans -,.... .. ... .... .. . . . ..,.... . _. �. . ._ � .. ., -.. ..-.. ..._ .. __. ._ , .__ .. . .....,,. �.. ,.... ....._... ,.. . ... . ... Fridge . .:. . .- . .... ...... .... ..H.W.. Exhaust Oven W%D' : . Smokes DW Carbon: : : : ..Nlicro:� _ _Generator: . C'ooktop .....-. :TransfeY` i AH. Hood Service Ain,01 ave. Used Special:, Comments: I BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD . ,•',� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX (631) 765-9502 Temporary Certificate # 1060 Date 2021 � Customer Name HARV MS-r?biNT& Electrician Name M`t" L..rcmz I G Address FAVOnSTEA-D C..r I-r* 0 Phone b 220 566 / I e-mail e-mail m-r LY.+� J&o CO Phone License # .? -7 0 0 m ss Size 150 A Phase Overhead - -Underground #of Meters 1 Remarks i 1 #of Underground Laterals 1 2 New 1 H Frame or Pole. H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation 1 is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 da 's from the date above. Authorized by i j i 1 Town Hall Annexe'. �G j 54375 Main Road Telephone(631)765-1F302 C=,' P. O. Box 1179 �' =� Fax(631)765-9502 Southold, NY 11971-0959 BUILDING D.EP.ARTM NT NOTICE:OF..UTILIZATION OF TRUSSTYPE C.�LtdS�TRUCTIOtV PRE-ENG[ VEERED WOOD CONSTRUCTION'ANDIOR'T[IIfiB'ER CONSTRUC'1"IOiV Date: } Owner:. J 0 � Location;of Property: T. ( , Please to�tice that the{check applicableane): 3 New commercia1:or resiefenfiia( tructureIT .w %lddition to existing comrrierclaLto'r resideh'! structure'- • - ,• ...:•:-;:-;: ::.�:: .;:,:.:•;: ti . 6.* i existing`ccrrirnercia[ or residahti'ai structure r2. to be.constricted` .'r,*performed-at.the subjW..; perty reference above wi([ t.rti(ze (check•app!' a41-e'jiie): .typO'construction TT L . Pre-engineer*d.,wool construction (PW) -Timber consfruGtion1 . in the following location(s) (check app(ica :(eaine): Floor•framing, Aincludirders and beams (F) Roof framing ( Floor and roof R) . Signature: Name (person submitting this rm): I U Capacity (check applicable line): ,Owner j - Owner representative TrussRegl5.docx Effective 1/1/7015 I ►�� tet_ 'lfit%.e ��. .t)$)r.• ��' L�tSt�I.,•'rr7,��_�_.,lvy��o :a;f`2'~•"i'st'� ..7� J�7�r�+�a.. d` s L 1��'r\,�x�e• ^erhs`ili�ii -'}i•1fr�•p."y.Fij�„�„5. ►t Y%��'L r^/'�� rr..+�Brij�~ !':�• r�+��r.' /j' =J''� n'N'taC�l� �S,t_ yit��•` nV z.,� �t it`i�1 ��r=� F f�rTI+T�' ,1 S • a 1! t � rr -. t t . to r,. fps i� ; � � �. �� ; t , .�. ' � {�;��• tl� �aF , �� ; . FLOOR GIRDERS AND BEAMS l r:.� LA i TYPE B—D 6.- RAMP :. sc"iow . :q"- 'F^•tiJdL -:� �+„= a,\?Y�i::e<,rte: .. ^:s. - 4 • 1. 18.3 7.26' - �% N3 m m z z Z w g1 n. = -off;rs. 48 69 47 5 BI 12' MIN. U,i PROP6 14 x PASO ; - I ' LA .u LA _ _ E g4 39.22' 96 97 ej 98 �;`�-,��,.• g -..a p.-q,nom r.- fl AP a = c r Q LU n� U) Ld Vfter Line0) 9t ET ad Ins Suffolk County Dept. Of H��d By Ts.---- CGII 852-5754, 48 Hours In Advance . To Schedule Inspecton(s). i APPROVED IN ACCORDANCE WITH BOARD OF � M REVIEw ®ETERMINATIOPI DATED s'-B- 17 ® � M z Z ~ W O S1IMECT TO FC NANFSRES'I+RIC' IGNS LIFER z 2 z L�.I Z) o PAGE—' W ® PP�� 1 Q tJ Y m • � J U ® ° N - OL co _ ? O EF `� `) I— U CERTIFICATION P>r uIt�EC, OR R.A. CEta'�IE°It,F:i:CAI J W �p p ry r _per �p it ° TI-ON A7;wrj `rVt45 �TuC1I®tV I— O P O PRCYAL. o �:.� to MM SySfe.yl LL O I— .,3 0 J FReference 47 Y112QS1a l�Q 5 �� ly u$ 7l e;artme ofof �.i h�Sd 73Cd8prr�val fog�:®nstruotiQ�-ether Thsx►Single 1^ i O. ��® .sem— Design Flovi ��®_�sd� PROJECT NO.: ®®®�� Use(s) �Z _e il.�a�r--fid'- DRAWN BY: These plans have been reviewed for general co- io�rmanaa with-uthIh KCK County Department of Health Services standards relating 1,1, CHECKED BY: TFL suppiy and sewage disposal. Regardless r of any omissions, DATE: inconsistencies or lack of detail, construction is required to be in accordance with the attached permit conditions and applicable SCALE: As NOTED standards,unless specifically waived by the Department.This approval FILE NO.: expires 3 years from the approval date,unless extended or renewed, ' a — /7— CADD: 00026 SP bppreval Date ReViewer SHEET NO.: Rovised Plan Approved /o—Is- 2_3 sZ3 ® F 5 S.C.D.H.S. APPROVAL 1 SUFFOLK COUNTY DEPARTMENT OF HEALTIH,SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT Health Department Ref.No. 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 (631)852-5700 OR HealthWWM@suffolkcountyny.gov f APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. SECTION 1 FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R10-17- 0 )D Tax Map No.: 1000 District Section Block Lot 2 211• Name of Current Applicant: Rimor Development LLC Tel#: (631) 735 9200 Mailing Address:PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@gmail.com Name of Current Agent:Henry Alia TTel#: (631) 678-2667 Mailing Address:PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@gmail.com DATE OF ORIGINAL APPROVAL: 09/08/2017 *If more than 6 years old and SCDHS site inspections have not been performed,a new a lication will be re uired SECTION 2 FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: Tel#: ( - I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; Signature of Previous Applicant/Agent: Date: SECTION 3FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's TTel#:Architect/En ineer/Surveyor: - I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me;for the purpose of transferring the above named reference number and its site design. Architect/Engineex/Surveyor's signature: Date: SECTION 4 FOR ALL RENEWALS AND TRANSFERS Application is hereby made to[ ]TRANSFER,[ RENEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereby c ' fy, at I have examined this complete application and the statements therein are true and correct,and that all work shall be don i acc rdanc ith all applicable Town,County,State and Federal saws. "Any false statement made herein is unishable as a d ea or su t to S210.45 of New York State Penal Lay." Signature of Current Applicant/Agent Date lk � C) C� Print Name of Current Applicant/Agent VTitle Henry AI► Agent/Project Manager DEPA T SE ONLY Permit is Transferre enew Until s�� Number of Bedrooms Approved A11A Signature of Department Representative Date /o WWM-104(Rev. 02/12) R=300.00' NOTES:THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE L=479.10' N 36°54'18"W 186.52' 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. HARVEST POINTE HOME OWNERS ASSOCIATION DESIGNATION LINEIT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, 1 PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY FESSIONAL 1 a IN ANY WAY.IF ANPERSON,UNLESS HE IS ACTING UNDER THE DIRECT10N OF A LICENSED OITEM BEARING THE ENGINEER EAL OF AN ENGINEER OR LAND SURVEYORAN IS ALTERED,THE iii ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND O 15.0' O THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ;1 15.3' nj '.: 8.3'_ ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ih 16.0'• F- b�1.9' 22.7' cv v 0 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS BLUE INKED Ld 1 2.0'Pq f rn /) �4 SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 2r r_.0 UNIT 50 I UNIT 49 2.0._ v�Y i fY■i/� NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED,RECORDED EASEMENTS FOUNDATION ONLY r A ('/ OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. `� [TOP OF FOUNDATION=34.0] �OCa�6Y1 �7v PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, 2.0 1 2.0 SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 1 -- OTHER THAN VISIBLE PERMANENT STRUCTURES. I 3.3' I GARAGE 1 3.3 COPYRIGHTO NELSON B POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS GARAGE I I RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, I I RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN iq w W W N PERMISSION OF THE SURVEYOR. 9.3, N 18 7' N 19,0' NI4•0� N THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL rh MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER N C'7 N O Lo p 12.0 C) DO Ce) C) ' PURPOSE. Ln o CV _ O Cn (O 17.0' 0 � ON LnoO NL � OMO 0 00 NL 'It Lo cy) 11 ' () U) C'4 U) N Or -i U) It C) w W W LU O O c_yr) O O O O O L() d' O 10 � O Lf) M O N •- O O) chO PROP.CURB p i co c- M Vis- N MM c- N NM eco SWEET MEADOWE nD II 1 W' J_ (11 O) Q' J (/) � Q' J (n coNQ' J f!) co Q' J �— COURT R1 2021 Nov s _ SUB PAVEMENT GRIFFING BUILDING DEPT. STREET w TOWN OF SOUTHOLD HARVEST � l� L`n - o d)- W LL0 o ti w N w LO POINTE LANE �2 o 0 0 0 Lri o Lei CO ri ai Z 0 NM NM ON � �- NM ° CO N w — _ (L 4-�� rL rnu n o a ° o � J MILLSTONE LANE S 38024'18" E Z J t J � � 0 �� 456.62' Z U) z OJ w I O =O Z = o NIU J I j o U) Lo Q 00 I 0 O M °' 1cr) _ U) U) co u _ 269.77' (ACTUAL) 0 O 10-27-2021 FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED SURVEY �Q- DA n 'p S37004'40"E r� �� r FOR UNITS 49 - 50 lu UNIT DESIGNATION MAP OF Aily `' z HARVEST POINTE CONDOMINIUM 2 FILE NO.:490 FILED September 28, 2020 �O SITUATED AT CUTCHOGUE P..f ZsF NG.US � v� TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.0.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 023.000&024.000 LAID I NELSON & POPE sl �° ENGINEERS & SURVEYORS _ 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174_ PHONE(631)427-5665 FAX(631)427-5620 J ! WWW.NELSONPOPE.COM DRAWN BY: NP CADD No.:INDIVIDUALS0002E S SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF 1 DATE: 11-01-2021 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. E.PANEL IT ISA 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 OF A 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 HARVEST POINTE HOME OWNERS THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. R=300.00' ASSOCIATION DESIGNATION LINE L=479.10' N 36.54'18-W 186.52. LPO COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. — RIO COTE O — - NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS ENCLOSURE CO R/O CONCRETE OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. ENCLOSURE 17.0' 0)J PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 17.0' CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, Jv CO W D. SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS O W } V OTHER THAN VISIBLE PERMANENT STRUCTURES. �J OCO WZ~ m bo I,-=) O N o 15.0' 00 15.3' 0 83 O S COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS a O-- N 22 7' ih 16.0' n RESERVED.NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, O it 1.9' cj v RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 2.0' UNIT 50 I UNIT 49 20'b IN OR BY ANY COMPUTER OR 61 ERMISSIONOFTHE URVEYORTMERSYSTEMWATHOUTTHEPRIORwRnTEN N I 2.0' FLn 1 STY FRAME RESIDENCE F Og RFL.6 34.1 4 O aw 3.2' G.FL.6 33.5 2.0 3.1' 11w Y 2.0' _I _ Z 1.8'0'3 I GARAGE II GARAGE I s's 1.9' U w I I I z GAS I I I `O OI W W W Zt METER 18'7 N 19.0' NI4.0' N U ELEC. rn 9 3' ri GAS O M N O LID ~ METER 12.0' C5 METERI fV N W O in c0 J w 17.0' ELEC. LO O N to 00 N cop / ¢W j ' ' I ELECTRIC PANEL p 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. 10'O'X 10' IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, DEEP L.P. LP INV• PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 27.00 PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED s INV• 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 27.71 ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND p INV. INV. ' INV. THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ST-2 ST 28.48 29.89 9.92 ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. p S- S- S S- S- S- S- S- S- s --O CO IN MH COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED ST-1 NV. 123.8' 6"SDR-35 _ WITH CASTING SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 28.36 PIPE,TYP.@ 1.32% 4"SDR-35in AT GRADE to PIPE,TYP. N a INV.29.99 NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. 30.01 CO,TYP. UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED S r JO 15.0' INV. AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. S P O LU -v- 15.3' nl R8.3 30.63 ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN i+) 16.0' PLAN DATED 7/21/1 S.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED S/ co �Pq1 3 '" Z p ' DIP a 22,7' TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS s� �NV•o 1 0 0 15 00 INV.INV. DIP a 2.0 v N THERE ANY GUARANTEE THAT ALL IXISTINGUTILITIES ARE SHOWN ONTHIS MAP. S 5. U2 'r'2.0' UNIT 50 30.40 I 0.77 2.0'� CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR S____ 83 t 20 I UNIT 49 FURTHER DESIGN. CE,OR SUB SURFACE 1 is FRAME RESIDENCE PREPARED CONDITIONS IFANY,ANY,INCLUDING BUT NOT PING DOES NOT DEPICT GROUND IMITED TO FA WETLANDS,WATER COURSES, Kf 0 Q �• \ 2.0' 1 2.0 SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS B �, 1 N \ G� 2,0' - - OTHER THAN VISIBLE PERMANENT STRUCTURES. 20 \ `.S\ 1 ~ I COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS LC r1 e V 162 E R � `� 3.3' I GARAGE 1 3.3 RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, Ilu O N , \ 33 0= I GARAGE I RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED � LL i- .f� C \� \ y W U LU I 1 IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN �\S` -\ G� \ J UYT�• ��ry Q W C7 w W 1 I I PERMISSION OF THE SURVEYOR. I- W 1 -g Ix 'LO \ / \\GP� \ y1Y�N O (D w 9.3, nj 18.7 to OI 4.O' N GAS ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT so i7 \o N- 19.0' n; METER SHOWN (�cc \ Gp,(tPC' \ 9 90 N 9 12 Q I 12.0'0 c - ALL SANITARY PIPING 4.8 S'SDR-35,TYPICAL. LL C1 Q g 3 4 \\ o\ 1 �m W U 17.0' LU LU ® ��1 189 N D;W aw I W W c� �V I I �LU Q i a: a Qj3 I y /�P�� I w SOF NE4, c + N �� - m - 3 Q, O 1' y y F y l 0 3 5� o I �Q'� y 2 C U1. _ Q y� 110 3 " CD Q`�pAVfO A� O,pilly Li B.B. CURB; PROP.CURB �CB T�>�dv; wOf w-w-i-w-w w-w-w -wi- : r D 7 C-Z < o�OMMy�\ QROP GURg v+ 10" WATER MAIN w t- ter` I. / Z 0 CAM cr Y Q O u ww 3 �N CB �CS) 0.05023 CIL LL °J� / %S�� SWEET MEADOW a+ v+ G COURT G SUB PAVEMENT g- 1208-2021 FOUNDATION LOCATION SANITARY AS-CONS ' GE_D71JRVEY f-... 01-25-2022 SANITARY AS-BUILT FOR UNITS 49 - 51 '�' SANITARY SYSTEM AS-BUILT TABLE I r STRUCTURE NAME I TIE A TIE B yeye UNIT DESGNATION MAP OF• UNITS#49,50&51 I HARVEST POINTE CONDOMINIUM 2 ST-1 50.8' 54.5' FILE NO.:490 FILED September 28,2020 J ST-2 54.8' 58.4' I SITUATED AT ! CUTCHOGUE LP 73.8' 70.7' i TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 1 8.C.T.M.018TRICT 1000,SECTION 102.01,BLOCK CLOO,LOTS 029.000,024.000&025,000 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S OL NELSON ; POP E UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 49 R10-17-0103 1,599S.F. 363 S.F. 1,962 S.F. engineers•9r!ChiteCtS•SUN®yOfs 1,599 S.F. 363 S.F. 1,968.F.F. 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com 51 R1G-17-0105 1,599 S.F. 363 S.F. 1,962 S.F. DRAWN BY: NP CADD No.:INDIVIDUALS000RVEYS026 IS SCALE: CHECKED BY: MS FILE NO.: SHEET NO.:''I -OF'I I ,"DATE: 02-09-2022 PROJECT NO.: 00026 =30' , Cep PRO ED AS NOT D Q PLUMBER CERTIFICATION DATE:..- 3 B.P # PBD ON LEAD CONTENT BEFORE FEEBY::— b CERTIFICATE OF OCCUPAN1. � - NOTI BUD G DEPARTMENT AT . SOLDER USED 1N WATER 765=;1802:S.AM TO. 4.PM.-FOR THE SUPPLY SYSTEM CANN(- FOLLOWINGI�)NSPECTIONS: EXCEED 2/10 OF 1.''FOUNDATION,-" TWO REQUIRED FOR POURED CONCRETE 2. ROUGH`-.'FRAMING & PLUMBING 3: INSOLATION- ELECTRICAL 4. FINAL - CONSTRUCTION MUST INSPECTION REQUIRED BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. TRUSS PLACARDI.,REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF :D&NOT°PROCEED WITH, VkAM.ING UNTIL SURVEY SOl1TH�JLD TOWN PLANNING BOARD : OP4FOUNDATION LOCATION - 6t�6-fiOWN 11itfSTEES "HAS BEEN APPROVED. n,;y cam_ Blower door and ductwork OCCUPANCY OR testing required. USE IS UNLAWFUL .NITHOUT CERTIFICI OCCUPANCY Must provide Manuals D,Jand Sasper NYS Energy Code RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 Of THE TOWN CODE. Fire separation All exterior lighting required as per installed,replaced or 1y8 Code PLUJ[1/I8kNCa, repaired shall conform '4L PLUMBING"WASTE,: to Chapter 172 WATER LINES NEED of the Town Code 1' ING'4EFOFIE.COVERIMG- Section R316 Foam Plastic t- 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 Z z 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 Gereral. The provisions of this section shall govem 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 OF 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 Labaling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall bear 2 ;-4 0 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 SOIL CLASSIFICATIION CHANGE D y 2020 EX I STING BUILDING CODE 0 F NEW YORK STATE 2. Floor framin is constructed of truss- e o en-web or erforated members. end use will comply with the requirements. GROUP SYSM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL U 9 tyP P p SYMBOL CHARACTERISTICS POTENTIAL IXPANSION O 2 0 20 FIRE C 0 D E 0 F NEW YORK STATE R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from V GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, z U 0- 2 2020 M EC HAN I CAL CODE 0 F NEW YORK STATE the interior of a building by an approved thermal barrier of not less than inch gypsum wallboard. LITTLE OR NO FlNES GOOD LOW LOW _ 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 GRADED GRAVELS OR GRAVEL SAND MIXTURES. GOOD LOW Low _O 2020 PLUMBING CODE OF NEW YORK STATE LrrrLE OR NO FlNES L- rn cu 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. o GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, GOOD LOW LOW ~ � �+•� � � U 2. -he space is entered only for purposes of repairs or maintenance. LITTLE OR NO FINEs U dll 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 � �� 0 > Exceptions: 3. lne 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, GOOD LOW Low N I` O 2 0 20 NEW YORK STATE E:N E R GY C 0 N S E RVATI 0 N C 0 N STR U CT I 0 N C 0 D E- 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 FlNES }, D N � P P P P Y pP P p j p GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES GOOD MEDIUM LOW l- N du Z _ RESIDENTIAL P R OVI��I 0 N S R316.5.11 Sill lutes and headers. Foam rustic shall be ermitted to be s ra a lied to sill lutes and headers or installed in the erimeter oist s ace without the W .� a).- thermal barrier s ecified in Section R316.4 subject to all of the followin : SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW Z V � do LO Section R303 P 1 9 L- aU)1- Light, Ventilation and Heating 1. -he thickness of the foam plastic shall be not more than 3y inch. GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low O Q w C c`i R303.1 Habitable rooms. Habitable rooms shall have an a re ate Iazin area of not less than 8 ercent of the floor area of such rooms. 2. -he 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 o � v SECTION R101 99 9 9 9 P = Ln - m 3. -he 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 FlNE SANDS, ROCK FLOUR, GENERAL Exceptions: ❑ ` , cc i 0O Wltf 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 M co INORGANIC CLAYS OF Section R317 Protection of Wood and Wood Based Products A a�nst Deca cl LOW TO MEDIUM PLASTICITY, re lacement, 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 0 2 P R317 All sills and lates on exterior foundation wall to be ressure reservativel treated in accordance with AWPA U1. CLAYS To LOw n 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. P P P Y 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 Locition required. Protection of wood 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 Ut 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. Field treatment. Feld-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 placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or Continuous Insulation: Insulating material I:hat is continuous across all structural members without thermal bridges other that fasteners and service openings. has been sufficient) 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. Z Mezzanine: An intermediate level or levels between the floor and ceilin of an sto . R305.1 Minimum hei ht. Minimum ceilin hei hts 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 9 y ry 9 9 9 fasleners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F 1667. R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or 0 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 reater. 2. A shower or tub a ui ed with a showerhead shall have a ceilin hei ht 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 q PP 9 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 D inches by 30 inches at the showerhead. tha•. is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall drainage system. � e t to the limitations of this code 3. Beams irders ducts or other obstructions in basements containin habitable s ace shall be ermitted to roject to within 6 feet 4 inches of the R301.1.1 Alternative provisions. As an oltemative to the requirements in Section R301.1, the following standards are permitted sub) c g 9 P P P 1 be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in hei ht with a stroke with Exception: A drainage system is not re uired where the foundation is installed on well drained round or sand ravel mixture with soils accordin F- and the limitations therein. Where engineered design is used in conjunction with these standards, the design shall comply with the Building Code. finished floor. of iot 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 System,gGroup I Soils, as detailed in Table R405.1. 9 9 9 Cn 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 eme enc res onse. Where access is b means of a rivate road and the buildin address cannot be viewed from the ublic wa , a monument, ole or Z ( ) ( ) r9 Y P Y P 9 P Y P O purposes of glazing. other sign or means shall be used to identify the structure. Address identification shall be maintained. tion contains structural elements exceedin 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 U R301.1.3 Engineered design. Where a building otherwise conventional construe g R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior 0Y conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only the bottom exposed edge of the glazing is less than 60 inches above the floor. Section R321 Elevators and Platform Lifts 1. Where the lazin is within 24 inches of either side of the door in the lane of the door in a closed osition. spaces and floors below grade shall be dompproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement O demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed 9 9 P P R 321.1 Elewtors. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall com I with ASME A17.1 CSA floor to the finished rade usin a bituminous coatin . u- L J 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 PY / 9 9 9 B44. H scope of this code. an in-swinging door. Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of one-half of the backfill) O ` ' J 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 Z nce with the wind rovisions of this code usin the ultimate desi n wind walkin surface of stairwa s, landin s between fli hts of stairs and ramps shall be considered to be a hazardous location. The r t and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding inf ltration of fine soils. R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accords p g 9 9 y 9 9 Section R322 Flood Resistant Construction The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. ❑ speed in Table R301.2(2) as determined from Figure 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 T 1. Glazing adjacent to walking surface and rail is installed 34"-38" above landing. R30.2(1), and substantial improvement and repair of substantial damage of buildings and structures in floor hazard areas, shall be designed and R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a class one va or retarder P4 R301.2.1.2 Protection of openings: Window glazing in windbome 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. p 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. conply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified foundation. 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 floddways 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 24". shall be precut and attached to the framing surrounding the opening. Panels shall be predrilled and secured with the attachment hardware provided. UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE 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 . AND RESCUE OPENING PER SECTION R310. (Egress window & window well) enc'osure 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 ~� R310.1 Emer enc esca a and rescue o enin re uired. Basement shall have not less than one o erable emer enc esca a and rescue o enin . or structure in violation of this section. TABLE R301.2 1 9 y p P 9 q p 9 y P p 9 structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. ( ) R310.2.1 Minimum o enin area. Emer enc and esca a rescue o enin s shall have a net clear opening of not less than 5.7 square feet. The net clear R 322.1.6 Prosection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing R502.4 Joists under CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA P 9 9 Y p P 9 a lances and lumbin fixtures; ducts stems; and other service a ui ment shall be located at or above the elevation re uired in Section R322.2 or bearing partitions: Provide 2x full depth blocking ® 48" o.c. max. where beam is not located under wall to allow for piping or vents. O .. ` height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. Pd P 9 Y q P q R502.6 The ends of each olst, beam or irder shall have not less than 1 1 2 inches of bearin on wood or metal and not less than 3 inches of bearin GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean R310.2.2 Window sill het ht. Where a window is rovided as the emer enc esca a and rescue o enin it shall have a sill het ht of not more than 44 inches R322.3. 1 9 / "9 g on masonry or concrete or alternatively, the ends of joist shall be su orted on a 1"x4 ribbon stri and shall be nailed to adjacent stud. H 44 SNOW FLOOD 9 P 9 Y P P 9. 9 PP P 1 SPEED To o ra hical S ecial Wind DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual above the floor; where the sill het ht is below rade, it shall be rovided with a window well in accordance with Section R310.2.3. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct L1J P g P P TERMITE DECAY HAZARDS 9 9 P LOAD m h Effects Wind bourne CATEGORY WEATHERING DEPTH TEMP REQUIRED Index Temp n wid h of not less than 36 sysems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they ore designed 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. (n ( P ) R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projectlo and t regent water from enterin or accumulatin within the cam onents an R50 . - Re Ion Debris p g g p d to resist hydrostatic and hydrodynamic loads and stresses, including the effects of 28.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue laminated members, 0 9 inches. The area of the window well shall allow the emergency escape and rescue opening pe be fully opened. bu ane , durin the occurrence of floodin to the desi n flood elevation in accordance with ASCE24. Electrical wirin s stems are ermitted to be located cros -la ins - zone 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 °� y 9 9 9 9 Y P s m ted timber members or I joists are prohibited except where permitted by the manufacturer's recommendations or as shown on these Ep (' ^ the window in the full o en osition. Ladders or run s shall have an inside width of not less than 12 inches, shall ro ext not less than 3 inches 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" MODERATE SLIGHT TO gr Yes X 1500 y P P 9 . 1 R 322.1.7 Prosection 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 by a registered truss design ❑ To HEAVY MODERATE Degrees from the wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. of `rood waters into the system in accordance with the plumbing provisions of this code. professional where required by the statues of the jurisdiction in which the project is to be constructed. � O R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section R405.1 R 322.1.8 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the elevation or ep on approved oltemative method. 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 cote o Exception: A drainage system for window wells is not required where the foundation is on well-drained sail or sand-gravel mixture soils in accordance Section R506 Concrete Floors (On Ground) P 9 ry• R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the P4 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings with the United Soil Classification System, Group I soils, as detailed in Table R405.1. R506.1 Concrete slab on grades to be min 3-1/2 inches thick. design flood elevation shall: U or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R311.6 Hallways: min. 36" clear width. R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete ar crushed blast-furnace slag passing 1. Be used solely for parking of vehicles, building access or storage. a 2-inch sieve shall be laced on the re ared sub rade where the slab is below rade. &5 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways P P P 9 9 D 2. 3e provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: Exce tion: A base course is not re uired where the concrete slab is installed on well-drained or sand- ravel mixture soils classified as Grou I 600 feet from the partially obstructed area. Includes flat open country and grassland. 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 - P� q 9 P F- Ex osure D. Fla unobstructed areas ex used to wind flowin over o en water for a distance of not less tan 5000 feet. Ex osure D extends downwind 600 het ht. The clear width of the stairw at and below the handrail het ht includin treads and landin s shall be not less than 31 inches where a 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 according to the United Soil Classification System in accordance with Table R405.1. Q 3 P t P 9 P p 9 aY 9 9 9 ' is measured on the exterior of the enclosure walls. H feet from the unobstructed area. handrail is installed on one side of 27 inches where handrails are provided on both sides. R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between U) R 322.2.2.1 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 or retarder is not re uired for Gara es, R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. P P 9 P q � 9 � 1. -here 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 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 R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 151 inches (12.58') between floor levels or landings. ffocd elevation, each area shall have openings. bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 R311.7.5.1 Risers. The riser het ht shall be not more than 8 1 4 er su lement. W 9 / P PP 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 Framin � 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 g Cha ter 6 are exceeded. Where the sto het ht limits of this section are exceeded, the desi n of the buildin , or the noncom liant rtions thereof, to R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. imnediately under each opening. D P ry 9 9 9 P � 'ns le R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(f) through R'602.3(4). Wall sheathing resist wind loads shall be in accordance with the Buildin Code. R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 X inches shall be provided on stairways with solid risers. 3. openings shall be permitted to be I tar d In doors and windows; doors and windows without installed openings do not meet the requirements of this U 9 section, shall be fastened directly to framing members and shall confirm to the requirements of Table R602.3(3). O R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. 0 R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common 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. R 322.3 Cocstal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. 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 Exceptions: 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 1. Handrails shall be permitted to be interrupted by a newel post at the tum. 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 for electrical outlet boxes shall be in 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 floor elevation plus 1 foot or the design flood elevation, whichever is higher. TABLE R602.3(l) FASTENING SCHEDULE accordance with Section R302.4. radius is not reater than 2 Inches. Each tread shall have a de th of not less than 6 inches at the walkline. All treads shall be identical, and the 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas 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 9 P and Coastal A Zones shall be supported on pilings or columns. DISCRIPTION FA NTNG (a,b,c,d) �E assembly tested in accordance with ASTM E 119 or UL 263. rise shall not be more than 9� inches. Headroom shall not be less than 6 feet 6 inches. 2. Where a 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 R 311.8 Ramps. 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. 1f0E NAIL Section R325 Mezzanines assembl tested in accordance with ASTM E 119 UL 263, or section 703.3 of the Buildin Code. R 311.8.1 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 2. CEILING JOISTS TO TOP PINE THREE 8D 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 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: 3. CEILING JOISTS NOT ATTCHED TO RAFTER , R 325.3 Arei 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 ( ) LAPS THREE 16D COMMON FACE NAIL 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 OVER PARTITIONS I` TABLE R302.1(1) 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 horizontal (12.5 percent). Iii � � � � � '- �; o0 EXTERIOR WALLS located. I- ri o co R 312.1 Guardrails: Porches, balconies, and stair landin s 30" above floor or rade to be installed with 36" hi h railin s balusters not to allow assn a of a 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1 9 MINIMUM MINIMUM FIRE 9 9 9 9 . P 9 ( ) FACE NAIL Q N ry N (7 h � �; u7 R 325.4 Mecns of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. o .- N N ri �•; cd 5. COLLAR TIE TO RAFTERS EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE sphere 4 inches or more in diameter. 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 FlRE--RESISTANCE RATED 1 HOUR 0 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 and posts. 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL WALLS 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 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL NOT FIRE-RESISTANCE RATED 0 HOURS >_5 feet Exceptions: of the following: RAFTERS PROJECTIONS FlRE--RESISTANCE RATED 1 HOUR ON THE UNDERSIDE z2 feet to <5 feet 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the TWO 16D COMMON. END NAIL 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 enclosed s ace is not reater than 10 ercent of the mezzanine area. TABLE R302.1(2) osition. P 9 P 8. STUD TO STUD NO AT BWP P ( ) 16D COMMON AT 24"O.C. FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 2. h buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL do Sedion R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. MINIMUM MINIMUM FIRE 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 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 g R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after R401.4.1 In leu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or do o g 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL iii z Z o- wALls FlRE--RESISTANCE RATED 1 HOUR 0 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 fess than clayey gravel with a presumptive design load bearing value of 2,000 PSE. Do not place footings on soil that consists primarily of clay or silt or have z z z o z z Z N � NOT FIRE-RESISTANCE RATED o HouRs 3 feet the area required by Section R310.2.1. any inorganic material or fill. 12. TOP PLATES TO TOP PLATE 16D COMMON 0 16"0/C FACE NAIL O O 0 o O Q (n (n U) Q Cn (n J 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 > F5 > w � ) a g R302.2.3 Continui . The fire-resistance-rated wall or assembl se aratin townhouses shall be continuous from the foundation to the underside of the roof sheathin , Section R313 Automatic Fre Sprinkler Systems 2.Basement walls ex osed to weather. 3000 si lus 5 to 7% air entrainment ON EACH SIDE OF END JOINT (24"MIN lAP SPICE ch N ty Y P 9 9 P P P � � � w � � m m y 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 R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade plane shall be equipment throughout With an 3.Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment LENGTH EACH SIDE OF END JOINT) assessor structures. automatic sprinkler system. 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 c2 R302.2.4 Para ets for townhouses. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 0 P 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 N 1. The aro et shall extend not less than 30 inches above the roof surfaces. or NEPA 13D. ( ) P P R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. � Exce tion: A aro et is not re uired in the recedin two cases where the roof coverin com lied with a minimum Class C ratin as tested in accordance with R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped END NAIL N P P P q P 9 9 P 9 isolated plain concrete footings supporting columns or pedestals are permitted. ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet on throughout with an automatic sprinkler system. FOUR 8D COMMON. TOE NAIL R 403.1.6 Foundation Anchorage: Wood sole plates 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 R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NEPA 13D. anchor bolts spaced as shown on the plans 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) ledgers attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or 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 8D COMMON. TOE NAIL (� walls and any openings or penetrations in the roof are not within 4 feet of the common walls. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the 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- P P q 1 9 g yp P P p 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON 0 6"0 C TOE NAIL 3. A ora et is not re uired where roof surfaces adjacent to the wall or walls are at different elevations and the hi her roof is more than 30 inches above the buildin Is of T e V construction. Sidewall s rinklers that are used to rotect such areas shall be ermitted to be located such that their / Z 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 deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the 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 expo<.ure from both sides. exterior balconies and decks that are constructed of open wood joist construction. 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. TABLE R404.1.2(1) O >- 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and m Exceptions: Section R314 Smoke Alarms Minimum Horizontal Reinforcement for Concrete Basement Walls ROOF, AND WALL SHEATHING TO FRAMING LU o 1. Foundations supporting exterior walls or common walls. R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. 8D COMMON (ROOF) 12"o/c at interior LLI Y MAXIMUM UNSUPPORTED 8D COMMON (SUBFLOOR) supports (see note f) > 0 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 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 HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT LLI w H 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 with UL 2034. WALL(FEET) a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing 0 I� v o fire-resistance rating where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Building Code. Fire-resistance-rated floor/ceiling and R314.3 Location. Smoke alarms shall be installed in the following locations. S8 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 1. In each sleeping room. 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 of 0.142" or less. O o sheathing. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically (n ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY Exceptions: 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 >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 W II walls and 4 inches on center to gable end wall framing. 0 W 1.A fire-resistance rating of � hour shall) be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NEPA shower. � .- 13. 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 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 alarm in a location required by Section R314.3. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls T shall have an equal or greater fire-resistance rating. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. 44 x R302.5.1 Opening Protection. Honeycomb-core steel doors not fess than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a self-closing device. Doors 2. Ionization smoke alarms with an alarm-silencin switch shall not be installed less than 10 feet 3048 mm horizontal) from a ermanentl installed MINIMUM VERTICAL REINFORCEMENT BAR R602.3 5 2x4 wall studs at 16 inches on center with a maximum het ht of 10 feet shall su ort a maximum of one floor lus roof eili sse bl --i � 9 ( ) y P y SIZE AND SPACING INCHES ( ) 9 PP p /c ng a m y. 2x6 0 from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing device. ( ) cooking appliance. wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof/ceiling assembly. Exceptions: 1= R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF Where desi ned b in accordance with acce ted en inee' 0 m 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. g y p g nng practice or where the ultimate design wind speed is less than or equal to 130 mph, No. 26 gage sheet steel or other approved material and shall not have openings into the garage. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH z 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with (FEET) (FEET) Do not backfill with any soil containing silt or clay. 2X6 #2 grade studs supporting a roof load with not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when Z Iii R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. 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 spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. Z Q Q gyp P P P ppy 9 9 WALL THICKNESS (INCHES) Attachment of sum board shall cam Fr with Table R702.3.5. The wall se oration rovisions of Table R302.6 shall nota I to ora a walls that are � v e endicular to the adjacent dwellin unit wall. individual dwelling unit. 8 10 12 R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at comers and intersections with bearing (D 0 - __ cn P 1 9 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 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 than 2 inches nominal thickness and have a width not less than the width of the studs. \ e X sum board Section R315 Carbon Monoxide Alarms 9 8 5 0 41 NR NR W G ER)- tYP 9YP 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 � # 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 R315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fre Code of NYS. 10 9 6 0 41 5 - 22 NR . 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 �` finishes shall have a smoke developed irniex of not greater than 450. Tested in accordance with ASTM E84 or UL 723. 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 8-10d nails 0 C'1 R302.11 Fire blockin shall be rovided in wood-fromed construction in the followin locations: NR denites no reinforcing required. „ Z .4. 9 P 9 each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) Q g, .� 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: Locate vertical bars tY" clear from inside face of walls. The center of bars shall not vary from this by more than % inch. 2 1.1 Vertically at the ceiling and floor levels. ,� W N �, 1.2 Horizontally at intervals not exceeding 10 feet. _ _ 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. ' r_ r U �ar t 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. I - L. L, -, { 7 U X810 < ' !.:_�L. �/I� n T 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 I j f ❑ - �� products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. � '` ' V f 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 2021 6. Fire blocking of cornices of a two-family dwelling is required at 'the line of dwelling unit separation. O JOB MBER R302.11.1 fireblocking materials. Except as provided in Section R302.1, Item 4„ fireblocking shall consist of the following materials. 1, _'A l p 3:k'T" 016 0 2 3 1. Two-inch nominal lumber. -I 2. Two thicknesses of 1" nominal lumber with broken lap joints. T T � SHEET NUMBER 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. LJ NIT 4 9 UNIT 5 0 a 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. a 5. One half inch gypsum board. Z 6. One quarter inch cement based millboclyd. (M O D EL B 1 15 ) (M O D EL B 15 ) " 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. W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGN 0 Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of P2607.2 Ppes 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 W slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulations thermal performance. nethods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD � E MINIMUM NAIL ULTIMATE DESIGN 1 A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND OR TIMBER CONSTRUCTION 2 O 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. rP PP 1 P P • Z) cD SPACING (mph) N1101.14 R401.3 Certificate Mandato A permanent certificate shall be completed b the builder or other approved a and posted on a wall in the where the 2 A flashing of an approved elastomeric material. U ai m h ( ) (Mandatory). P P Y PP party Po 6" DIA. MINIMUM MINIMUM MAXIMUM WALL P2801.6 Re uired an. 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 REFLECTIVE RED O .,�J = WOOD NOMINAL PANEL STUD SPACING furnace is located, a utility room or an approved location inside the building. q P 9 YP 9 9 (•� WIND EXPOSURE dlmage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) #187 .U2 SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) TABLE N1102.1.2 (R402.1.2) NU � (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY 1 Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. Z w � RATING (INCHES O.C.) (INCHES O.C.) Insulation and fenestration Requirements by Component B C D 2 Plastic not less than 0.36 inch (0.9 mm) in thickness. O L_ o M t CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL 3 Other approved materials. F•- '�� 07 � 8d ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE PP U 0 i ' at COMMON 1.75 24/16 7/16 16 6 12 170 140 135 U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL A plastic pan installed beneath a gas-fired water heater shall be constructed of material having a flame spread index of 25 or less and a smoke developed EFLECTIVE � V .`N - - 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 irdex of 450 or less when tested in accordance with ASTM E84 or UL723. R story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering 4 EXCEPT 0.32 0.55 0.40 49 20 OR t3+5h 8/13 19 10/13 10,2 ft 10/13 WIiIIE U) N �-- g 9 P P 9 9 MARINE Section T101 Scope " Z U a2 3 M u) practice. p a' 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 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1 2• 1 4 O i x ch ( ) 9 P q 9 / 9 Y / U Q w � 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 _ � 4 For rafters at 16"0/c in 13Omph 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 ❑ ti 00 (� M -- 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 is less. Sdar Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN co 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,1M1H A STROKE WIDTH OF 1/2 THE SIGN BACKGROUND SHALL BE REFLECTIVE MITE uI m 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.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE I TEM PMS 187. P4 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 SYS � a R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in 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 framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. T103.3 SDIor-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED R702.4 Ceramic Tile. TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR .�g N1102.2.9 (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) a,eas as required by the International Fre Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX OR IF THE UTILITY R702.4.2 Backer boards. Materials used as backer, for wall the in tub and shower areas and wall panels in shower area shall be of materials listed in Table R702.4.2, 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 and installed in accordance with the manufacturer's 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 Z 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 Cbstructions. 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 CERIIRCATE O Backer Board Materials T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE _ TABLE N1102.4.1.1 R402.4.1.1 F- MATERIAL STANDARD ( ) T103.9 Eectrical 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 GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 Air Barrier and Insulation Installation eectric 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. :D FIBER REINFORCED GYPSUM PANELS ASTM C 1278 kcation or main circuit location. W 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 CEMENTITIOUS BACKER UNITS ASTM C 1325 THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. MM- 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. 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 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: TABLE R703.8.1 CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY the front and back of dwelling units. D (EQUAl10N 16-8) 0 GAPS IN THE AIR BARRIER SEALED. E EQUATION 16-9 L+3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet D Allowable Spans for steel lintels supporting masonry veneer ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL i; required for each car space in a garage. Of ) BE SEALED. D + S (EQUATION 16-10) O SIZE OF STEEL ANGLE NO STORY ONE STORY Two STORIES E 3902.14 bcation of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D + .6W (EQUATION 16-12) LL a,c (inches) ABOVE ABOVE ABOVE WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. 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) F- M L3x3xt/4 6'-0" 4'-6" 3'-0` KNEE WALLS SHALL BE SEALED. O l t J L4x3x1/4 8'-0` 51-0" 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 L50.5x5/16 10•-0" 8'-0` s'-o` DOORS SEALED. IASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. Qi� C) El1_60.50/4 14'-0" 9'-6" 7'-0" DESIGN LOADS: TABLE R301.7 RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: r T , 1� FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION 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 GARAGE AND CANTILEVERED THE FOLLOWIN3 LIVE LOADS: BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. r a. Long leg of the angle shall be placed in a vertical position. FLOORS) ROOF: ALLOWABLE �'1 to be 6 . ND N W A PSF F FIGURE 01 STRUCTURAL MEMBER DEFLECTION c. Minimum bearing SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED GROU S 0 LO D 20 S FROM G E R3 .2(6) TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 �4 >__q R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. SPACE SHALL BE SEALED. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS Rafters having slopes greater than L/180 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN 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: li� 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-resi<tant 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 1% 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 AND DECKS: 40 PSF Interior walls and partitions H/180 3. REQUIRED BEARING WIDTHS. r+ EXTERIOR WALL FROM THE SHOWERS AND TUBS. UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 4.1. TOP CHORD LNE LOAD OR SNOW LOAD. a„4 � T T stud walls in accordance with Section R703.4. Floors and ceilings w/ brittle finish L/360 4.2. TOP CHORD DEAD LOAD. ~ h'�'1 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 W pp y g p y p pp g g / 4.3. BOTTOM CHORD LIVE LOAD. CO 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 anchored with not fewer than three 5/8 inch diameter b 5 inch la screws to eve wood stud spacing. Each additional wood roof member shall be 4.4. BOTTOM CHORD DEAD LOAD. / y 9 everyExterior walls with plaster or stucco finish L/180 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. anchored by the use of two 10d nails 11t every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A 4.6. CONTROLLING WIND LOADS. m N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and EXPOSURE CATEGORY: B FROM R301.2.1.4 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. 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 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. ❑ r T 1 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 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 from seismic provisions of code per Exterior Walls with flexible finishes L/180 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY O 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 P housing and the interior wall or ceiling covering. LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. fastener = 8d common nail. Airspace= Nominal 1" between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and R301.2.2) P 9 PP q Lintels supporting mason veneer L 600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. shall be spaced not more than 32" on center horizontally and 24 inches on center vertically. 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 / !!F""�� (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. P4 R703.8.5 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., R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. r 1 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 walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Section N1103 (R403) 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. Z) r , inch in diameter. Weepholes shall be located immediately above the flashing. Systems NOTE: Soils with clay or clay and silt will require a redesign �1 N 1103.1 R403.1 Controls Mandato At least one thermostat shall be provided for each separate heating and cooling system. of building footings. WOOD FLOOR TRUSS SPECIFICATIONS: Q R703.14.2 Fre Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 ( ) (Mandatory). P P 9 9 Y WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. N 1103.1.1 R403.1.1 Programmable thermostat. The thermostat controlling the rima heating or cooling system of the dwelling unit shall be capable of controlling feet tion: mm) p a building on another lot. ( ) g 9 e ry 9 g Y 9 P l A B B R EU I AT I O N S CO Exception: Walls perpendicular to the lile 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 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: I-_ ( ) 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 A.B. AN D (EQUATION 16-8) Z v 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 RNG RANGE R802.1.5.4 Labeling each piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. than 78'F (26'C). A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT R.O. ROUGH OPENING 2 ADJ. ADJA�ENT/ADJUSTABLE D = DEAD LOAD, L = WE LOAD, � R802.4.2 Framingdetails. Rafters shall be framed not more than 1 X inches 38 mm offset from each other to ride board or direct) opposite from each other N1103.2 R403.2 Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall �• EACH LVR. LOUVER R RISER ( ) g y pp ( ) P PPY 9 9 PP 9 Ys A.F.T. ABOVE FINISH TREAD E.J. EXPANSION JOINT L.T. LAUNDRY TUB RND ROUND V 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 have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. ALUM. ALUNINUM FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: O ELEC. ELECTRICAL MAS. MASONRY S.C. SAWCUT TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF 0 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 ELEV. ELEVATION Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at that 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 < ANGLE MAT. MATERIAL SCHEM. SCHEMATIC 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. ARCHTECTURAL EQ. EQUALRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". MAX.Mme EQUIP EQUIPMENT MAXIMUM SHLF SHELF 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 MOO MEDIUM DENSITY OVERLAY SHT. SHEET ( ) 9 ( ) EXP. EXPANSION TRUSS DESIGN DRAWINGS SHALL BE 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 Exception: Ducts or portions thereof located completely inside the building thermal envelope. EXT. EXTERIOR MECH. MECHANICAL SIM. SIMILAR FOLLOWING INFORMATION: accepted engineering practices. BD. BOAR) MIN. MINIMUM S.S. STAINLESS STEEL 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. EE. EACH END STL. STEEL BLDG. BUILCING M.O. MASONRY OPENING 2. LOCATION OF ALL JOINT'S. Exceptions: BM BEAM STRUCT. STRUCTURAL 3. REQUIRED BEARING WIDTHS. timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. BTM BOTTOM F C MTL. METAL SUSPENSION 4.1. TOP CHORD LNE LOAD OR SNOW LOAD. specifically considered. P P Y P P PP 1 / FLOOR COVERING CHANGE SUSP. 4.2. TOP CHORD DEAD LOAD. 2. For ducts having static pressure classification of less than 2 inches of water column 500 Pa additional closures stems shall not be required for BL KG. BLOC<ING F.D. FLOOR DRAIN N.I.C. SGD SLIDING GLASS DOOR 4.3. BOTTOM CHORD LIVE 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 9 P ( ) y q NOT IN CONTRACT blocking, diagonal bridging wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. BRG. BEARING FDN. FOUNDATION (NTS) NOT TO SCALE SQ. SQUARE 4.4. BOTTOM CHORD DEAD LOAD. `r 9 9 9 9 ( BRK BRICK FLR. FLOOR Iii �i N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. TB TOWEL BAR 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION.8 feet. BSMT BASEMENT FP FIREPLACE TONGUE AND GROVE 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. - N N 6 � C,i Uc R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-O' unless otherwise noted on plan. Connect with tecos for header N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall CENTER LINE D.C. ON CENTER T & G o N N ri co m ( ) 9 y (Mandatory). g g equipment � F.R. FIRE RATED TGS TOP OF GRADE SLAB 6. EACH REACTION FORCE AND DIRECTION. be insulated to a minimum of R-3.N1103.7 R403.7 Equipment sizin and efficient ratingMandato Heating and coolin a ui ment shall be sized in OPER. OPERATOR joist spans of 6'-0" and greater. C.M.U. CONCRETE MASONRY UNIT FIRM FRAME TFW TOP OF FOUNDATION WALL 7. JOINT CONNECTOR TYPE AND DESCRIPTIONSIZE, THICKNESS OR GAGE R806.3 Vent and insulation clearance. Where cave or cornice vents are installed, blocking, bridging, and insulation shall not block the free flow of air. Not less accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J C.J. CONTROL JOINT OPNG. OPENING (E.G.,( ) AND THE GALVANIZED S LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY or other approved heatin and coolin calculation methodologies. FT• FOOT / FEET TYp TYPICAL LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. PP 9 9 9 OPT. OPTIONAL than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of the vent. COL. COLUv1N 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 BOARD TR TOWEL ROD 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. 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. ' Section R607 Attic Access TRPL TRIPLE R807.1 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 1/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 CAM GALVANIZED R ONE ROD 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. CONST. CONSTRUCTION G.C. GENERAL CONTRACTOR ONE SHELF U.N.O. UNLESS NOTED OTHERWISE 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. � 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 GEN. GENERAL 1/S Z co " framingmembers to the underside of the roof framing members. Section N1104 (R404) Electrical Power and Lighting Systems CTSK. COUNTERSUNK PC POURED CONCRETE * DRARSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CBUNG ASSEMBLY, DRAFTSTOPS SHALL BE g z 9 C.O. CASED OPENING GYP. GYPSUM VERT. VERTICAL � a g 2 inches b 30 inches 559 mm b 762 mm and shall be located in a hallway or other readily N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 90 percent of the permanently installed lighting fixtures shall contain only G L PBD. PARTICLE BOARD INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. (n z a The rough framed opening shall be not less than 2 y ( y ) Y Y CANT. CANTLEVER GLUE LAM V.I.F. VERIFY IN FIELD WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFfSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE z z z O z z � N accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). high-efficacy lamps. PL. PLATE Where the access is located in a ceiling, minimum unobstructed head-room in the attics ace shall be 30 inches 762 mm at some point above the C.T. CERAMIC TILE HGT. HEIGHT W WASHER FOLLOWING CIRCUMSTANCES: O O O �= O O Q J w 3 P ( ) P HDWR. HARDWARE PNL. PANEL access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is Section M1305 liance Access CEG. CEILING HORZ. HORIZONTAL,HORIZONTALLY W/ WITH FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS � > j a Q D APP C.M. CROVIN MOULD PWD. PLYWOOD WD WOOD MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. w w w � w w � N � 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. CHAIF RAIL HD.WD. HARDWOOD PF. PREFABRICATED w m m v PR. PAIR WWF• WELDED WIRE FABRIC removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or HR. HOUR 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 D DRYER HDR. HEADER PROJ. PROJECT / PROJECTED WO OR W/0 WALKOUTWNDW WINDOW `a 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. PENW HB HOSE BIB PSI POUNDS PER SQ. IN. TYPICAL ROOF & FLOOR TRUSS NOTES: N DBL. DOUELE PSF POUNDS PER SQ.FT. jurisdictions designated by law as requiring 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 I.D. INSIDE DIAMETER * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENG o 9 PP ( ) 9 ( ) ( ) 9 DIA. DIAMETER P.T. PRESSURE TREATED 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 Ion measured INGR. IN GROUND COMPLY WITH ANSI/TPI1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. 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. DTR. DIRECTION P P Y P P P Y 9 9 P 9 Y Pe 9 PP ON DOWN INSUL. INSULATION QUAD. QUADRUPLE * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO identified with a fire classification in accordance with UL 2703. Class A, B or C photovoltaic panel system shall be installed in jurisdictions designated by law 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. DOOF 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 * (� q 9 I ( ) 9 9 DW DISH 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 R 903.2.1 Exposed wall flashing required to have akick-out where the eave of the roof intersects a wall to prevent water intrusion into the 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. DRAWNG JT JOINT REINF. REINFORCING,REI NFO RCED 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. Carry down front of fascia, min 4" 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and KSI KIPS PER SQUARE INCH LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR 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 UL2158A. Exhaust duct size shall comply with code section M1506. HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. :E higher. Ice protection requirements per table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL (L0 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 pipe shall be protected b shield plates that BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. J 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 PP 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 LU v w underla menta application is required in accordance with 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 w I- y Pp q and extend not less than 4 inches 51 mm above the bottom framing member and not less than 4 inches 51 mm below the to framing member. GRAPHIC SYMBOLS WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 0 � = Q R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 ( ) g ( ) p 9 v � gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to 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) horizontally 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. o G2427.8 A mechanical draft venting stem, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontal) from or 1 foot above an STRUCTURAL CALL. REFERENCE (q In areas where the drawings do not address methodology, the contractor shall be bound to perform strict 9 less than /. inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. 9 sY 9 PP Y Y )f,)( W j, door, operable window or gravity air inlet into an building. The bottom of the vent terminal shall be located not less than 12 inches above finished round DETAIL REFERENCE compliance with manufacturers specifications and / or recommendations. Q 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 P 9 �' Y g• 9 W �__ inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof level. �,)( v - General contractors and subcontractors to review these construction documents upon receipt from architect 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 an air opening FLOOR FINISH CHANGE ❑ 7 or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on PP P P Y P 9 `L and report any and all discrepancies including any dimensional conflicts, immediately to architect for r`'--i the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry 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 corrective measures prior to construction. W = termination clearance. provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be # 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 J W p XX XX - The general notes and typical details apply throughout the job unless otherwise noted or shown. f 0 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 overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than inch (6.4 mm) below the roof sheathing XX XX - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the 0 m contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper z 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 z < adjustment before proceeding with the work. 3 w J stalled systems shall be independent of all a deck at no more than 12 inche., (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be In G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust yZ over the dripedge along eaves and under the dri edge along rake edges. others stems and shall cone the moisture and an 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 (D o U) 9 9 P 9 9 9 Y Y YP 9 construction shall be of the same character as f R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 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 or similar conditions that are shown or noted elsewhere on - __ and 4 of this code. duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturer's instructions. the construction document set. 0 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 p `5"(EREQ than 3 feet above the highest point where the chimney passes through the roof. with manufacturer's and supplier's recommended installation procedures. (� . " �pBERl , Section P2607 Waterproofing of Openings P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed - The architect has not been retained to perform framing inspections and / or field inspection. The architect Q � � G�� Section R1004 Factory-Built Fireplaces in manner that prevents water entry Into the building. Counterflashin 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 2 111 C1 R 1004.1 Facto built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Facto P ry g 9 P l PP 9 q Factory P 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. R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS , 8 NYCRR 69.5, ENTITLED = _ SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: R IS A 0 Co.L *, system has been specifically tested, listed and labeled for such use in accordance with UL 127. R 1006.1 Factory built or masonry 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. is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. O , X81 c_ 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 JO R cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with 2 6023- numbers not less than 1 inch (2:5 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam W thickness and installed R-value shall be listed on certification provided by the insulation installer. UNIT 49 UNIT 50 Q SHEET NUMBER 0- ZIn (MODEL B- I 1 5 )- - r_,'" 2 (MODEL B- 1 5 ) Z W I I I I 01 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALI6MED WITH RAFTER, es -- F CONNECT KING 5RV5 TO TOP PLATE (16-20 X 2.T MIN. ROOF FRAMING WRAP 1-1/4"X22 6A 6ALV.COIL 5TRAP Z ATTACH TO EACH FAIR 66-20 X 2A"MR GF OPPOSING RAF TEIR5 OVER TOP OF TOP PLATE AND NAIL CRIPPLE STUDS o ATTACH TO EACH PAIR 2x4 PL 2 TI 2x ACO LE06ER W 2-3/8"x5" LAO DBL TOP PLATE 16"O.G. Opp 415 RAFTS ROGf BOLTS® I6"Or, INTO STUDS O �, � �PLAN ROOF � PLAN 2X BLOGKING SIMPSON 5TRON6-TIE v ° o A35 ® EVERY RR AT 2 END BAYS 2X4 5TUD WALL OR Z V CEILING JOIST OR 6ABLE END TR1155 Z W SIMPSON 5rRLN6 5I P50N STRGN6 - - I V STRON6BAGK5 i p rn N SIMP50N STRONG TIE H2 BD NAILS 'PE 1125 TE H6 SIMP50N STRONG-TIE TRIS BOTTOM CHORD 51MP50N H2 CONNECTOR®EA '� U .�,.� L EYP, 8d NAILS EYP. RD6E STRAPS%U M ATTACHED TO EACH PAIR X OFPOSM5 RAFTERS. ALTERNATE TO RIDGE STRAP: H3 0 EVERY RR RAFTER TO STUD AND KIN65 • U > USE IN GON�INATION ONLY Wil STUD%AND NNII R R S UM ARE Nor FfAATEP IN lit LI GGLL H TEs Gf PROVIDE 2x4 COLLAR TIE AT (WHEN ALIGNED) FOR USE Y id 5TUD5 AND NCHNAL lXb OR 2XA ILMCER ARE LOGAT®N Tit LPP�mMRD Cf Elf WPM 4-1 THIRD OF THE Arne SPACE G 22 STRAP ��-' N P OF W d L5 W/4 ION AT EACH RAFTER) 5- AT N Z ATTIC SPADE AW ATTACK TO EACH AR RAFTERS /h-10 NA � i � � � RAFTERS ALIGN �RAi-"(1=RS DO NOT ALIGN EACH STUD,SEE - LSU28 FOR 2x8,RIR x10,OR 2x12 '� 0 Q W @ M LSU26 FOR 2x6 DETAIL 4 ADER Z i CLU) f° rn \ _ FRAMED OPENIzr, ❑ _ `^ y '-FOR WINPOA OR U co 51MP50N 5TRON6-TIE EXfER1OR DOOR r; �R1DCE STRAP DETAIL / -RIDGE 5-RAP DETAIL 2x4 5 2b" � Lu28® EVERY GJ STUDS® Ib"O.G. (FOR CATH.CIL WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIE-5) "06"!�AL�FT nz 2x AGQ LEDGER 1^I/3/8"x5" LA 67 CONNEGTOR5 REQ (�)N LOCATE AT EVERY RAFTER BOLT® i6"OC INTO 5TJD5 5TRAPPIN6 TO BE 1-1/4 X 22 6A. IN THI5 AREA� N.TS. LOCATEAT EVLRYY2AFTER .TS. StvP5ON 5TROW SI PSM 5TRaN6 6ALV.,SEE DETAIL 4/DI.All STRAPPING TE UT5 TE HI6 / ---- ---- --- -TE%IHV OTRHO O NAILS 6-m.9 IOD MAY DE(� F ADPL® / P O izG H ROOF C ABLE END WALL TO BEAR A MIN.OF 10'ON FRAMIN6. -TE tt4b OR NI05 GV13t I/'�StfJImN6 6 Ili. / -- - - -- SD NAILS EYP. FOR LASE LS 5TUD5 AND ME IN GOhBINATION ONLY w1�15TUD5 AND / W5. zAPP I NC OE TA I L D T T TTIG z 'RAFTERS AL16N RAF HERS DO NOT ALIGN I 0 I ( NTS. 5TRAPPIN6 TO RUN ONTO RIM J015T,5EE l O DETAIL q/DI(ONE 5TORY)OR ONTO STUD C) RORAF=TE=R HURR I GANE= TIES\\ e e o AT WALL BELOW frwo STORY) � \ e F- N V_/, LOCATED AT EVERY ROOF RAFTER \ e . . Z \ ATT)G \ 0 • STRAPP I NC DETAIL l 51 Fsm PI GAP�4, I2 FOPZ FRAME GONNEGTI ONS o USE EL(Q'i-4 AT EN75 Ln DI N.T.S. O /� 2ND FLOOR� /� �E�r (2)2x " " " 4-I6d FACE NAILS FROM z / STRAP OR 4x PROVIDE 3 X34 X3 WA5HER PLATE AT ALL ANCHOR BOLTS KING STUD INTO HEADER ❑ M5TCAW 5EGURED BY WOOD 51H PLATES. GOLUMN POST TOP ANGHOR � START NAILS 51MP50N PAB OR 5B ANCHOR BOLT5 MAY BE U5ED IN LIEU OF 117--11111111 / THREADED ROD W/WASHER PLATE. ED LE*Th N.T5. LOCATE AT EVERY COLUMN/61RDER CONNEGTION H/2"IF I" PROVIDE 3"Xb"X.036"6ALV.STEEL PLATE W/ A)NALS MIN M �"MN / QED 6F 5Tl.D 6-8D NAILS AT GORNER5 AND INTER5EGTIN6 1-- PLATE W IV LEWTH(T) 12-W NAILS AT BUTT J01 SIN STRAIGHT 51MP50N L5TAI2 STRAP W/ 00 CLEAR�� I . � WALLS WHERE THERE SINGLE PLATE OR HEADER 5-100 NAIL5 EACH END AT I J REV 2x6 KING STUDS N.QN): EACH JACK 5TU0 GUT LEWTW \ / -FACE ~ 24"MINIMUM LAP SPLICE ONE AT SPANS U'TO b FEET NAI � TWO FOR SPANS b TO 12 FEET O PRAM MIN. Ia 5/8"� A301 ROD THREADED b"BOTH END5. THREE FOR SPAN512 TO 16 FEET 2Xb JACK 5TUD5 (UD N): PISTE br 7/6 DD LENbm IST FLOOR BOTTOM PRE-W 3/4"AND I"ROD AT 51MP5ON 5TEEL 5TRON6 WALL,5EE PLANS 12-IGD MIN.NAILS ONE AT 5PAN5<b' AT ALL SPLICES TWO AT 5PAN5 FROM 6'TO 12' W w r MIN THREE AT 5PAN5>12' W SIMPSON POST BASE iv MLE55 NOTED OTtERW15E ON PLAN ABU44 OR ABUbb,SEE PLAN 2"X3/e'X3"WASf$R PL W/NUT EACH SIDE p (4)MALS Mr!N �G5-22 COIL STRAP UPPER STORY SHEAR m L IL"LENbm(PYP.) 1 _ WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL ® EXTERIOR HALL ❑ W FLOOR TO FLOOR TIE=S I BELOW GONNECTION4 O l ) FOR 5ET BACK WALL5 HDU HOLD-DOWNS AND 5TRON6 WALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTION N.TS. LOCATED AT EVERY STUD ` FOUNDATION "�"°°� BOLT W6-r I \ MINIMUM EMBEDMENT OR EXPANSION I� NTS. 14 NODE: I \ BOLT W/5'MINIMUM EMBEDMENT NX6. N T5. COL STRAPS LHIPM 5HEATMNB FIRM 6d GOMh10N(O.N x 25'1")NAILS. \ N.T.S. 60L STRAP5 OVER 5 EATHND PRP/DE IOd OOhAIOPI(OA x V LONG)NAILS. I \ I \\\ 6 COLUMN POST BOTTOM ANGHOR < ALLOWABLE HOLES - Q LOCATE AT EVERY COLUMW 61RDER CONNE:GTION Nza�Iurrr� ` To FLAT VAIEY NA SD NAIL Nf 6"0/6 AT ALL PANEL ED6E5 l 1 WNE WI 16DNAIL® 24 O/G LVL Headers and Beams Z �•/ wFy T�NU® HIP RAFTER, 160 NAIL®24'0/6 Wb"05B OR PLYWOOD W SIMPSON HGP HIP SEE PLAN SHEATHING and rollam® LVL I RAFffit INTERIOR 1.3E TimberStrand® NOTE:WHERE 24'WIDE MINIMUM RUL-HE16HT (A)NAILS MIN N CORNER TIE LSL hole zone Parallam®PSL 2 x diameter of the Y3 depth U WALL RETURN 15 PROVIDED AT EN05 OF I 12"ltlJ6m(EYP) hole zo largest hole(minimum) BRACED WALL LINE THE SOOx INOLDOWN MAY I b• BE ELIMINATED. PROVIDE TWO(ONE AT EACH b 51CO 05-22 5TRAP5 PER DETAIL 4 IN LIEU OF I 1314'MIN SIMP50N eP WA5HER �"LMTh�N) ``J o _ _ T STRAPS SHOWN IN THE DETAIL I NAIL SHEATHING TO SILL�� SD NAIL®6'O/C INTERIOR - SILL PLATE W/8d 2X AGQ DOUBLE o AT ALL PANEL ED6E5 d T - - NAILS A 4'0/G SILL AT fl1LL BASEMENTS ° EXTERIOR GYPSUM BOARD � - -` - - - � - - � 0 0 o 0 0 5/6 DIA.STN ANCHOR Microllam® LVL and J T"MINIMUM - - - - - SD NAIL® 12"O/C AT ALL EMBEDMENT BOLTS MAX 2'-8'O.G_ G5 22 COIL STRAP iwp�s Rw i RRRtR MEMBERS NOT AT PANEL ED6E5Parallams PSL EXTEND BOLTS MIN.7'INTO FON WITH n6HfENED NUT d Ca Ow. ai owed hole zone 3'x 3'WASHER TO EACH BOLT. (2)2 x 6 AGQ r�hPSppl LTPA PLATE NAL®TO middle Y3 span PROVIDE T13RMITE SHIELD SILL 6W.15N WL SETUP 15/32"OSB OR INSIDE CORNER OUT5IDE CORNER L5TA36 W/10 ION NAILS x4 GONTINilUl15 BAR SEAL AND MAINTAIN V MIN. SILL PLATE Rif AW SLL.PLATE®16"0/O AT Will WU Ntt� INTO 51W ABOVE AND LOCATED 2'TO b' FROM NO TO FINISHED GRADE VAIV,W.K QTS. PLYWOOD 51 EATHIN6 d 1.3E TimberStrande LSL allowed hole zone d � ti � � PLAN VIEW PLAN VIEW r N _w BELOW(2 EAI CORNER) FROM TOP OF WALL NOTE: NtiL AS N'Ht TWEMV WFGM General Notes f° N Ta'Il=2980x COIL STRAPS UDDER SHEATHING PROVIDE:ea COMMON(0.131 x 25'LONG)NAILS.COIL EXTERIOR WALL TOPloaded M M V] � SEE FOMA11ON PLAN 5TRAP5 OVER 5HEATHIt�PROVIDE:IOd COMMON(0.131 x 3'LONG)NAILS. ��//T��7 /�t� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded) ` /^ EX 1 ILMI0R. GORNER DEPTH HOLE SIZE headers and beams only. 551 LAY-OSIER OR 1=�L5E VALLEY PLATE HIP GONNEGTION nd STORY GOFNE:R GONNEGTORS TYPIGAL ANGHOR E30LT STUD TO RIM JOIST TO SILL PLATE STRAPPING DETAIL WALL FRAMING 4�8" 1" • No holes in 5Yz" 1%a" No holes in cantilevers. 7ya"to 20" 2" • No holes in headers or beams in lank orientation. 6-s. 18 N.T.S. N.T.S. P v LOCATE AT EVERY STUD N T-` See illustration for Allowed Hole Zone DO NOT cut,notch or drill N.TS. LG�GATED AT EVERY CORNER N.TS• LOCATION A5 NOTED N.TS. holes in headers except as 10 indicated in illustrations g Z and tables. (n n. Z Z Z O Z Z Z N pf A MINIMUM OF THO BRACED WALL LINES(�ARE'REQUIRED IN EACH DIRECTION OF A BUILDING. BW'S SHALL NOT BE SPACED EXTENPW STRAP AND WALL%DTHNN6 n EXTFI�STRAP MD WALL 0fATHNC� f1 O O O P O O 1= W MORE THAN 60 FT APART. HALLS WITHIN A BOIL SHALL NOT BE OFFSET BY MORE THAN 4 FEET PROM A BWL BWL LOCATIONS ARE NOTE. TO TOP OF PONY WN.L F 115w��I I NOTE. TO TGF OF PONY w&L P L15® i I j a Q Cn INDICATED ON FLOOR PLANS r- N 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE I W W � w � � m m U 6 PSAJ MTV HIGLDOA4N AT 66-W��PRA" A BRACED WALL PANEL(BHP)SHALL BE61N WITHIN 10 FEET OF EACH END OF A BWL THE DISTANCE BETN�N ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER WALL END PANGS(TYfI=Al HDU AS RE!<III TP SXF5 OF Bw'S SHALL NOT BE GREATER THAN 20 FEET. TIVFZ SHALL BE A MINIMUM OF TWO BHP ON EAGN RI EXCEPT AT ell AT WqP WALL PETALS G AW D. WALLS<Ib FET LON6 MAY HAVE ONE 48'OR LON6B2 BW'. BHPS ARE TYPICALLY G5-H5P SHEATHED BRACED HALL PANELS `O .0 3 1/2'WIDE LVL HEADER(I FLAN) o ® 5-W II AT PTTIZ (TYPE A)OR 6YP5UM BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BHP TYPES A CONTINUOUS TO OUTSIDE OF PANEL N AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTIN6 LEN67TH OF BHP 15 REQUIRED. BHP TYPES ARE INDICATED ON FLOOR PLANS. N e -3/8'0 THREADED ROD ® G5-HSP CONTINUOUSLY 5HEATHED BRACED HALL PANELS(TYPE A)%HALL MEET z sz \X� \7\_� NOTE:WHERE 24'WIDE MINIMUM FULL FEI6Hi THE MINIMUM LEN6TH-REQUIRE ENDS OF TABLE-R602.105. NAIL 7(6'MINIMUM WALL CONTINUOUS IV4'MIN DEEP HEADER TO H GONTINUOU5 ILVO'MIN DEEP HEADER TO F- HALL RETURN 15 PROVIDED AT ENDS OF SHEATHING WITH 8d NAILS A b'O/C(v6F5)AND 12lm(FIE.D)AND PROVIDE 2X LU OUTSIDE KING STUD(SEE PLAN) OUTSIDE KING STUD(SEE PLA1U LU PREL EDGE GS WSP BRACED WALL LINE Elf 800x BLOCKING AT ALL UNSUPPORTED PANEL E76ES. PROVIDE 800 POUND HOLD" FASTEN 1'SHEATHING TO HEADER 1•U � FASTEN J'%EATHING TO HEADER w � Z HOLDOhN MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED HALL LINES THAT DO NOT HAVE 8D NAILS 0 3'O/G IN EACH DIRECTION 8D NAILS 0 3'0/6 IN EACH DIREGnON W EITHER A24"MINIMLIM RILL FE16W WALL RETURN OR A 48'MINIMUM BW. SIMPSON LSTA24 STRAP ON BOTH SIDES AND SIMP50N LSTA24 STRAP ON UNSHEAn� TRIM TOP OF PANEL AS REQ'D EACH OF HEADER TO JACK STUD W/16-W NAILS FACE bU Ib IOD NAILS } TABLE 8602.105 MINIMUM LENGTH REOUIREMENT5 OF G5-H5P z z 6-114•SDS SGRB^5 Q w CONTINUOUSLY 51-EATHED BRACED HALL PAM15 FASTEN TOP PLATE TO FADER W/2 Z FASTEN TOP PLATE TO HEADER YU 2 z PORTAL STRAPS V2'FROM EDGE ON •J 0 ROWS OF Ibd NAILS o 3'O/G ROW5 OF Ibd NAILS®3'O/G WALL MIN PANEL BOTH SIDES(4 STRAPS PB2 PAN9� W Q W HALL AJAGENT CLEAR MINIMUM LENGTH OF (3 C HEIGHT(FT) WIDTH'L' � U Iii 06HT(FT) OPN6 HE16HT BRACED HALL PANEL PANEL SHALL HAVE A LENGTH 1'OF NOT PANEL SHALL HAVE A LEN6TH N6TH'L'OF NOT 8 28" W W Q -SIMPSON CNH COUPLER NUT <b4" 24" LESS THAN 16'FOR 8 FT WALL,18'FOR 9 LE%THAN Ib'FOR ONE STORY AID 24'FOR g 64'TO 80' 32" FT WALL,AND 20'FOR A 10 FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION. q 32" SIMP50N 514513 STRON64 ALL 55 Z U 80'TO qb' 3b"• xx PLAN FOR ACTUAL LEN6TH X SEL PLAN FOR ACTUAL LEN6TH 10 34" PANEL,VERIFY PANEL 15 PLUMB (D <64" 27" 6YP5UM BOARD "I BRACED HALL PANELS(TYPE B)SHALL BE Q Q _ II 38' o ANCHOR BOLT OR 48'MINIMUM IN LEN6TH ON BOTH SIDES OF HALL PER TABLE X - - - � 12 42" NOTE:DUAL APPLIES TO ADHESIVE ANCHOR q 80'TO q61 41 -Rb=05. SEGUREV 6YP-AH BOARD WITH 6d COOLER NAILS, (�JACK 571125 MIN.OR P�PLAN (2)JACK 5T11D5 MIN.OR PER PLAN Q `v <64" 30' Agl5'X IV 6YP�.>IJM 50 NAILS,OR•Oq8'X 1%'ANNULAR-RINGED BOTH ENDS OF HEADER W • 10 64'TO 80' 30" NAILS O l'O/G(ED6L-5)AND-f'O/G(HE P). BLOC4146,15 NOT LLL 80"TO qb" 38' AT UNSUPPORTED PANEL E06E5 WHEN PANES ARE BLOCKING AT PANEL E06E5 BLOCKING AT PANEL E06E5 (�N ❑ INSTALLED HORIZONTALLY. PROVIDE J015T OR TRU55 OR FULL 'Pcrtlal credit for Panels 36"to 48"wide Per R602.1052 HEI6W BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALLS. ONE JACK AND KING STUDS ONE JACK AND KING STUDS BLOCKING AT PANEL ED6E5 'I EQUAL TO Iii TYPICAL HOEDOWN DETAIL AT j 9 CONTINUOUSLY SHEATHED WOOD ,1 NOKiN6sTu2s or > I2" N _ GYPSUM BOARD "GB" -TYPE B Arra SIL ,SHEATHIN5TO EACH 01 AND SILL N 6-u°5o 'iG ~ Co G� C FLOOR. A STUCTURAL PANEL CS-WSP TYPE A R FA5TBN7/Ib•SHEATHIN6To sT112 z (f Co I�AMLD I LOV I� NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 -- ANND SILL rte 8d NAILS 0 4'O/c g4N.TT PORTAL DETAIL"A"ONLY APPLIES SIMPSON l OVU5 HOLDONN W 14-1/4'5125 SIMPSON HOU2 HOLDOYJ�N W/b-V4" Z Q Q TO 2 FT TO 18 FT WIDE OPENIN65. R TABLE 602.10.3(0 BRAGIN6 REQUIREMENTS BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO SGRB 5 M DOUBT E ETD STUD 525 SCREWS L O FLOOR ABOVE. (7 0 0 U) HOU4 HIOLDOYiN W/10-I/4'SD5 PANEL TO SR DIRECTLY ON TOP OF HIND SPEED,EXP05L RE B,30 FT MEAN,ROOF HE16HT,10 FOOT REQUIRED LENGTH OF HALL BRAGIN6. 2-W-0 ANCHOR BOLT OR EXPANSION SGS IF FLOOR ABOVE. � CONCRETE FOUNDATION WALL BOLT WITH 2"X2'X3.(6'PL WA5HEP c SIMPI DTTR HQLP A4J AT 66-W DRACW HALL HEIGHT5,AND 2 BRACED HALL LINE5 ADJUSTMENT STORY CONDITION ADJUSTMENT OVER V2'0 ANCHOR OR EXPANSION BOLT 0 '[ERE WALL EW PANS(TYPE Al IDU A5 WA UIREP BASED ON 5UPPORTIN6 FACTOR 2-1/2'0 ANCHOR OR EXPANSION BOLT e I AT GRACED WALL PETALS G AW D. CONT x4 BAR CONT IN TOP OF CONCRETE CONCRETE n44 BAR CANT IN TOP OF CONCRETE U G STORY BWL SPACING METHOD 6B FOUNDATION FOUNDATION #3TIE �pgERT "'1' ® SHEATHING EXPOSURE CATEGORY ONE STORY G 1.2 FOUNDATION F- e S-IOD NAILS AT DTT1Z , EXP05L RE CATEGORY ONE STORY D 15 04 BAR CONT IN TOP AND BOTTOM Q �A TOP 10 25 55 EXPOSURE CATE65ORY TWO STORY G 1.3 FA�� LT R.-T OF CONCRETE FOUNDATION 5IMP50N 5BT/8X24 OR PAB7-18 ANCHOR 2 EXPOSURE CATE60RY THD STORY D 1.6 EXTEND WALL 51EATHIN6 OVER RIM J015T PAB6 18 ANCHOR BOLT OR Fe,'hfl2EADED BOLT OR Ye"THREADED ROD, ILLI ® TOP 20 5.0 10.0 r^ - Z ® TOP 30' 1.0' 145' ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL EDGE �VAMED 802 W/WA`ER PLATE,5ff DETAIL 15/DI C) SEE DETAIL 15/DI = ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib WALL PORTAL DETAIL"B"ONLY APPLIES TO 6 FT TO 0 FT WIDE OPENIN65. CO ; FLOOR PANEL HAS CONTRIBUTING LENGTH OF 48"TOWARD5 Rb02.IO3N MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS SIMP50N STRONG WALL REQUIRES EN611NlEERED DESIGN TO TOP 40 q.O 185 ROOF EAVE TO RI06E ROOF+I FLOOR 15 FT 1.15 REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LIMES. MALL TO BE CONTRIUMIN6 LENGTH OF 4a"TOWARDS R602.103(I)MINIMUM LEN57NI SI DETERMINE PANEL SIZE AND ANCHOR BOLTS FOR ❑ �3 L ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 13 U5H2 ON MT FLOOR APPUC,ATRM ONLY, REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. ACTUAL HORIZONTAL OB16N WIND LOAD AND CONDITION 810 „t� TOP 50 11.0 23.0 ROOF NAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ( I ROOF EAVE TO RI06E ROOF+2 FLOOR 20 FT NP • I TOP 60' 13.0' 2►5, HALL HEIGHT ANY STORY 8 FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL B NUMB 31VAPHEE5 NGS TOR BOTTOM of 2 le' 5.0' 105' w�HEIS ANY STORY ANY STORY 11 FFTT ID55 FRAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPE D DETAIL - TYPE E )=OET �'sLc- YPE FBOrrOM OF 2 20' q.0' Iq.O' HALL-HEIGHT ANY STORY 12 FT 1.1 E NOT TO SCALE PER FIGURE 8602.10.6.3 D NOT TO SCALE PER FIGURE 8602.10.6.2 NOT TO SCALE PER FIGURE 8602.10.6.1PER ENGINEERED METHOD 016023 NUMBER OF BW PER PLAN DIRECTION AT STORY 3 1.3 BOTTOM OF 2 30' 13.0' 275' 01HR OF Bbl PER PLAIN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER BOTTOM OF 2 40 11.0 3b.01 NUMBER OF Bbl PER PLAN DIREGTION AT STORY 5 OR MORE 1b /� G GYP IE FINISH THOPC FROM IN51YE NAGE of BHP 1.4 (_2_1_�BRACED WALL PANEL DETAILS Z HOLDOI�IN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO TIETHOD GS-W5P ONLY NIT 49 (MODEL B- 1 15 UNIT 5 0 MODEL B- 15 2O N.TS. BOTTOM OF 2 bo' 25.0' 525' GYP BO FASTENING ANY STORY 4"O/C 0.7 D 1 NOT TO SCALE ) ( ) APPLIES TO METHOD 68 ONLY W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED HATCHED AREA U) ^ ► CL 2 HR 5EPERATION INDIGATE5 LOCATION Z W WALL PER UL#33b OF FIRE RATED ROOF d W WALL 5HEATHIN6,4'-0" o 4'-0" 4'-0" FROM CENTER OF q MO VENTING) (NO VENTIN6) FIREWALL-EACH 51DE °' O 4--dp r ' U R106E VENT I Z V °' L RIDGE VENT 4—d .: •C N I � N} BI-5 N z _ U cd� 12 s- x c M c GUTTERS LEADERS 12 12 12 12 q U = 0 V 1 M ALL 6UTTER5 d LEADERS SHALL BE BAKED q 12 q 12 12 12 6"AZEK TRIM BOARD co ❑ V WHITE ALUMINUM .032"MIN.GAUGE,GUTTERS ch SHALL BE 5"5EAMLE55,0.6.5TYLE W/ALL " c° RELATED d REQUIRED AGGE55ORIE5. LEADERS 6 HIGH BLIND / C7 5HALL BE MIN.2"x3",.027"6AU6E W/GLIP5 3 FLA5HIN6 HARDIPLANK HORIZONTAL d ANGHOR5. CAULK 4 5EAL ALL JOINTS. PITCH 8 8" 8 CLAP SIDING 6UTTER5 MIN. 107FT'.PROVIDE P.V.G. O.H. OH. OH. I"x b"AZEK RAKE BD W/ REGEPTOR5 S"ABOVE GRADE To RECEIVE 12 I"x 3"AZEK TRIM(M') LEADERS(GL05ED GAP DE516N). b"DIA6.AZEK q 2040 2040 TRIM BOARD r= DH DH b"HIGH BLIND -- Z cl�z / 2 0 b" - - - - - FLASHING _O X1` 9= // 62-1. -wAL FRIEZEell x o s t- ,s-- r -` Ix8 FA5GIA BD. �-1 A U - w f -Ix8 F I -_..,._ - Iz xb FASCIA - - ALIGN - - - - - - - - - - - - - _ - -- H BREAK_FA5T _ _ -- / _ / / ___ _ M.BED_RDOM z LATE HT. / / PLATE HT. 2`10 1 U 12 LINE OF ROOF a .I � oN. 2'-0" � q TRU55 BEYOND I I 0 0 oH. L "X8"AZEK I I I'I I NOTE W: O L� 1 J U� JJJ_ JL C-- JI-- �� Al- L-- JI -- -- = FRIEZE BD. I I I J�JJ i' _ ID — (3) 2x8 P.T.GIRDER I I - =--I' I PVG 5RMERS WITH FIXED s Z �r $ -- _ � i� HINGE5. WIDTH OF ❑ VJ BEYOND Q LINE OF DINING ROOM II I !, ~ Ej _ _-- _ _ SHUTTER TO BE HALF o o WALL BEYOND I I = s i - --- s - WIDTH OF WINDOW. -' Ix8 FA5GIA BOARD (I I o COLUMN 0 COVEREDLL COLUMN® COVERED PORCH BEYOND I i j PORCH BEYOND 1111111 1IIIII11TT- I III TFT u, 51MP50N LU52b-3 FACE FIN. 1ST FLOOR _ _ i i _ _ I . I T _ i _ _FIN. 15T FLOOR O = LUL MOUNT HANGER .+0'-0" _ + - ry i (3) 2x12 P.T.61RDER BEYOND - - - - - - - I h� L - - - - - ^^ .. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I- Fri - - - - W Ir"1 m r I -HARD((PLANK 5HIN6LE 51DIN6 I 1 HATCHED AREA I I i 1x4 AZEK TRIM Ix AZEK TRIM BOARD OVER I I I I I I I ALL SIDES i m v ►I+ I I _ _ �� " �� INDICATES LOCATION I 0 TYVEK OR EQUAL I Xb AZEK 4 TRIM ❑ GIRDERS(TYP) TRIM BOARD ALL 51DE5 OH. -7/Ib"05B SHEATHING OF FIRE RATED ROOF d v u w w 51MP50N BG52-3/b P05T I 1 -2xb WOOD 5TW5® lb'OL. I I WALL SHEATHING,4'-0" I I I 1 I GAP ANCHOR Q I I -b"R-Iq BATT5 I ALL SIDES I FROM CENTER OF I I I I 1 0 FIREWALL-EACH 510E - O 0 10" SQUARE HBd6 PERMA GA5T I I I I II '-J COLUMN #46382 W/SQUARE I I I I I I I I I FLAT GAP d BA5E (OR EQUAL) 4" 2'-0" i o CORNER GOLUMN TO BE I 1 I I I ( I ( I PROVIDED W/SPLIT KIT CC 2 HR 5EPERATION C--� - BASEMENT I I I WALL PER UL#336 I ( I I F-- _ _ _ _ _ _ BASEMENT bx6P.T. P05TWl1T151MPSON — - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - 1¢- I -1 - - - - I I- - - - -I - - - - - - - - - - - - - - - - - - - - - - 1- (' ABU66P05TBA5E (TYP - ALL LJ- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I-I--- - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - -1- J V GOLUMN5) Z LLJ UNIT 50 ( 15 ' PORCH) UNIT 49 ( 15 ' PORCH) TYP. REAR COV. PORCH DETAIL 101�TLEVTI01� o 3/4"=1'-0" 82-I MODEL B (JUNIPER) MODEL B- 1 (INKBER...Y) 1/411 11-011 2 HR 5EPERATION WALL PER UL#336 71 e (No VENTING) (NO VENTING) HATCHED AREA INDICATES LOCATION OF 12 TMAIRGHITEGIURAL RIDGES TO ALI6N FIRE RATED ROOF d WALL 5HEATHIN6,4'-0" I RIDGE VENT q I— 5HIN6LE5 15# FELT FROM CENTER OF FIREWALL-EACH SIDE ROOF VENT5 UNDpERLAYMENT I- M -7 co RIDGE VENT 5/S" PLYWOOD o N N M M (O r SHEAl1-IIN6 I"x S"AZEK RAKE BD W/ 6UTTER5 4 LEADERS I"x 3"AZEK TRIM 12"x IS"VINYL 12 ALL 6UTTER5 d LEADER5 SHALL IYPIGAL ROOFING: b"AZEK TRIM LOURED PENT q BE 6AUEGWHITE EGUTTERS SHALL BE " 6"AZEK TRIM BOARD ARGHITEGTURAL 12 5"5EAMLE55,0.6.5T11E W/ALL SHIN6LE`i 15# FELT q RELATED h REQUIRED z c" CARRY 2-HOUR FIREWALL z UNDERLAYMENT b"H16H BLIND 12 TO THE UNDERSIDE OF THE HARDIPLANK AGGE550RIE5. LEADERS SHALL m 0- FLA5HIN6 g 5/8" PLYWOOD FLASHING q HIGHEST ROOF SHTG. HORIZONTAL 51DIN6 BE MIN.2"x3",.027"GAUGE W/ z z z o z z cn N a 5HEATHIN6 I"x"8"AZEK RAKE BD W/ GSEAL ALL X55• CAULK rT o 0 o Q o o g a \ I x 3 AZEK TRIM(TYPE > a 12'-0"STEP \ 6UTTER5 MIN.I/57FT.PROVIDE w w w w w N GEIL.BEYOND \\ // b"BLIND FLASHING P.V.G.REGEPTOR5 8"ABOVE w m m v I / \ GRADE TO RECEIVE LEADER5 ROOF 0 COVERED 12 B-I 12 / (GLO5ED GAP DE51%. o PORCH BEYOND -- - i 12 12 q 10'-10" / rye= = ALIGN q // \\; .-.. q N o q o FASCIAS -! w 82-1 LINE OF HIGH b"HIGH BLIND -' - - - - - - - _ s - - - - GEIL.BEYOND- FLA5HIN6 s / \ --- _ F- PORGH / \ ' GREAT ROOM W PLATE HT. - - - -- - - - � - - - - - - - - / / -- - - - - - - � - - - - - - - --- -�- PLATE HT. I. VENTING 5Y5TEM TERMINATION LOCATION: m I ; __�! I W O w I I I I I ;% I I' THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN � Y 1. I I I I I I I I I I I _ I I; INPUT OF 10,000 BTU PER HOUR(3KH)OR LE55 5HALL BE W w 1-1-4,1B IIIIBUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER 10,000 Z IBTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BEQ / � � i t I I I I ��- ! I I; � oISWI TH I -t -- I I I Ill I —// I I 18' 0 B WI TH I i - ',i I I; INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE,AND U I //� ° o I I I I I I I' I` ;' i i' ii AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR W I o zt I I I SHALL HAVE AT LEA5T A 12 INCH VENT TERMINATION s - //// o I I I I I i j I I' CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR ❑ rM�-; LL INTAKE 5HALL BE LOCATED AT LEAST 12"ABOVE GRADE. I I I I I I cA I I I I I I _ V I I I I I i i= I I I J � I I I I 1 tFCOLUMN @ COVERED LlfI�_- PORCH BEYOND I I .O Z 2020 NY5RG- 8312.2.1 FIN.15T FLOOR_ _ ! I I I I I I _ - I I I I I I _ _FIN. 15T FLO Loa T- I A 11 WAELEV.+o'-0" IN DWELLING UNITS,WHERE THE TOP OF THE 51LL OF AN z v / / / OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" C7 o m I I I I I I I I I IIIA �I SII I I I I I I (III II II I I I I I I I I I THE FINI5HED GRADE OR OTHER SURFACE BELOW ON THE W 6" AZEK TRI LL 51DE5 I (III II 111 I I (III II II I b" TRIM ( I I EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW 5HALL I �'P I I I WALL BEYOND I Ix4 AZEK TRIM I I I I I I I4L.l�. 51DE5 I (III II III i b" AZEK TRIM ALL SIDES(TYP) 1 �II II II 1 COMPLY WITH ONE OF THE FOLLOWING: bxb P.T.P05T WITH- I I I I I I I I i I I I I I 1 II II II 1 1 I I 1 1 1 1 bxb P.T.P05T WITH •OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE 51MP5ON BG52-3/b I (III I 111 I ALL 51DE5 I II II III 51MP50N BG52-3/6 Q I I I 10 SQUARE HBdb P$R1�1A CA5T I I I III E6RE5 JI II 1 I II EGRE591 II 1 1 „ I I 1 I TO PA55 THROUGH THE OPENING IN ITS LARGEST OPENED P05T GAP ANCHOR d I I I ` I I I III�WIND01^ _ i I I I II WINDOW II I I 10 5QU 1�E HBd6 PERMA CAST I 1 I P05T GAP ANCHOR 4 o P051TION. W COLUMN #46382 Wl ARELL_J�=_=J GOLU # 382 W/SQUARE 51MP50N ABUbb Q 51MPSON ABUbb I IL=_-�_== i FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2080 = P05T BASE(TYP- I I I FLAT GAP d BA5E (qR 1EQUAL) I I LI______-__IJ I I I _______ I I FLAT JAPI d BASE (OR EQUAL) I I I P05T BASE(TYP- `O (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO U ALL GOLD) I I I - CORNER COLUMN TP E I I ,� I I I I - GORIERI COLUMN TO BE I I I ALL COLUMNS) RELEA5E THE CONTROL DEVICE ALLOWING THE WINDOW TO co � � 810 " I 1 PROVIDED W/SPLIT 1KI I q I I I q I I PROVII?EQ W/SPLIT KIT I I ( FULLY OPEN,SHALL NOT REDUGE THE NET CLEAR OPENING z"),1 I 1 ( I I I I FDI - - - 1 CY 2 HR 5EPERATION I FDI - - - I I I I I I I AREA OF THE WINDOW UNIT TO LE55 THAN 5.1 SQUARE FEET. I I I I I I I I WAIT PER UL#336 I I I I I I I I ±1 -- - - - - - -- - - - - - - - - - - - -- - -- -- - - - - - EMENTJ NUMBER _ 5 rf=-1 I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - -I- - - J L-- __jL - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - -L1- - - - - - - - - - -- - - - - - - - - - - - - -- - - - - -I- - - -i L -J L - - - L - - -J w 5016023 UNIT 49 ( 15 ' PORCH) UNIT 5 0 ( 15 ' PORCH) UNIT 4 9 UNIT 5 0 D ET L Q SHEET NUMBER SEAR ELEVATION U C USTER �- z MODEL B- 1 (INKBERRY) MODEL B (JUNIPER) I/4,� = I1-o�, _ (MODELB- 15 ) z(MODELB 115 ) ELEVATIONS UB 2 1 W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED V7 SELF FLASHING ASPHALT ROOF SHINGLES z II �II� II \ ST*01N6 5EAM METAL -JI�II_LILI GHA5E GAP 0 RIDGE VENT 6" TRIM GAP U 0 4-Ill PLYWOOD%EATHIN5 / U� 12OPTIONAL WOOD 15#R00%6 FELT PAPER / `+r 8 ± 6 GHA5E WITH METAL / ~ 4-d u) v 12 INSTALL IGE aE WATER SHIELD PER U ■ -a--+ °� D 5HIELD n9 1 y-T GAP AND CULTURE MAWFACTURERS 5PEG5.TO ROOF FRAMING STONE VENEER IPER MANUFACTURER'S / 12 MAINTAIN PRODUCT WARRANTY. / GARAGE DORMER N N BEYOND -"- 5PEGIFICATION5 TO MAINTAIN GARRY DOWN FRONT OF FA5GIA- IE 2 Z - �' i LINE OF ROOF PRODUCT WARRANTY MIN 4'TYPIGAL z U - 5 M rn BEYOND / Q L X M BEDROOM�2 RIDGE VENT NOTE: 0.40 ALUMIMIM DRIP EDGE U Q w M C? RIDGE VENT __-_____ 11 APPLY IGE d WATER 5HIELD IN GAP `� -'.. - - - - - - - - - - FAIR WEATHER WHEN THE AIR, El co \ 12 ROOF DECK AND MEMBRANE 51trrER a ARE AT TEMPERATURE5 OF 2 40°F(5°G)OR HIGHER. BI-1 12 12 GABLE H. q q FLUSH ROOFS o -IW iLu IxB FASCIA BD. 'I 1 S"AV n� PORCH Z O =� FRIEZE BD. PLATE HT. M.BEDROOM _ _ APPLY IGE d WATER SHIELD IN U NOTE. I- PLATE HT. FAIR WEATHER Z) LFFT gg OH. WHEN 11f AIR,ROOF DECK AND c' TTT LIE] I MEMBRANE ARE AT f- NOTE R. I I I I TEMPERATURES OF 40°F(5°G)OR � FVG SHUTTERS WITH FIXED HINGES. WIDTH OF— -- HIGHER i- � i i i � I I � I � 0 SHUTTER TO BE HALF I I _ _ = WIDTH OF WINDOW. I I _ 52-1 FASCIA BOARD �'AZEK SOFFIT t ^ ( o VENTING OR oVENTED O L �+ � �i Q - I I z I VINYL 5OFFIT O ^^ EXTERIOR WALL _ _ ` 1 , -HARDIPLANK 5HINGLE 51DING o - o f i i I Z 1 T -TYVEK OR EQUAL dj ❑ �J v -1/Ib"05B 5HEATHING _ @ � i i i i ! DETAIL 2 -2xb WOOD 5TUD5® 16"O.G. I I I -b"R-21 BATTS FIN. 15T FLOOR I I I _ _ _ _ _ I I I _ - - FIN. 15T FLOOR SCALE: 1 1/2" = V-0" 2 - 101 IF WALL® GARAGE 12" 5QUARE HBd6 PERMA GA5T I AZEK TRIM I I I WALL 0 BEDROOM I p #2 BEYOND I BEYOND COLUMN W/SQUARE FLAT GAP I ALL SIDES I bxb P.T.POST WITH Ix4 AZEK TRIM I I I I dBASE (OR EQUAL) - CORNER I I I I I I W 51MP50N BG52-3/b I- j COLUMN TO BE PROVIDED W/ I I POST GAP ANGHOR d I I I W o I 5PLIT KIT I WALL I 51MP50N AW66 I I I I c BREAK I P05T BA5E(TYP- I I I FDI I m rr ^^ ALL GOLUMN5) I I I I V J I I I i I I ❑ w p I I I I I I I BASEMENT I I I I I I I - - - - - - - - - - - - - - - - - - - - - - - - I- - - - - - - - - - - -I - - - - - - - - - - - - - - - - - - -I L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -I- — — — — — — — — — — — —I— — — — — — — — — — — — — — — — —I— — — — — — — — L — — — —— -� — — — — — — — — — — — — — — — — — — — - H R 1 C HT END ELEVATION 2020 NYSRG- 62421.8 (503.8) 2020 NYSRG- 8312.2.1 i/411 = I'-Oil I- U YENTIN6 SYSTEM TERMINATION LOCATION: IN DWELLIN6 UNIT5,WHERE THE TOP OF THE 51H OF AN q Z THE VENT TERMINAL OF A DIRECT VENT APPLIANGE WITH OPERABLE WINDOW OPENING 15 LOGATED LE55 THAN 24" UNIT V ( 15 " PORCH) Lu Lu AN INPUT OF IOp00 BTU PER HOUR(5KW)OR I F55 5HALL ABOVE THE FINISHED FLOOR AND GREATER THAN 12" BE LOGATED AT LEAST b"FROM ANY AIR OPENING INTO A ABOVE THE FIN15HED GRADE OR OTHER 5URFAGE BELOW U BUILDING,AND 5UGH AN APPLIANGE WITH AN INPUT OVER ON THE EXTERIOR OF THE BUILDING,THE OPERABLE O 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER WINDOW 5HALL GOMPLY WITH ONE OF THE FOLLOWING: _ 0 HOUR SHALL BE IN5TALLED WITH A 9 INGH VENT *OPENIN%THAT WILL NOT ALLOW A 4 INGH DIAMETER MODEL B 1 (INKBERRY) TERMINATION GLEARANGE,AND AN APPLIANGE WITH AN SPHERE TO PA55 THROUGH THE OPENING IN IT5 LARC7E5T INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEA5T OPENED P051TION. A 12 INGH VENT TERMINATION GLEARANGE.THE BOTTOM OF •FALL_PREVENTION DEVIGE5 THAT GOMPLY WITH ASTM F THE VENT TERMINAL AND THE AIR INTAKE SHALL BE 2090 LOGATED AT LEAST 12"ABOVE GRADE. (THE WINDOW OPENING CONTROL DEVIGE AFTER OPTIONAL OPERATION TO RELEA5E THE CONTROL DEVIGE T SELF FLA5HINC ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET GLEAR OPENING AREA OF THE WINDOW / II \ STANDING 5EAM METAL UNIT TO LE55 THAN 5.15QUARE FEET. 1_�I1_IIL_I�_f GHA5E GAP , ROOF VENTS ^ n { OPTIONAL WOOD - - - b" TRIM GAP M o Q N N N M I� N of r N N M M f0 r GHA5E WITH METAL 12 GAP AND CULTURED I I 12 \ (+/-) -L STONE VENEER I I 7 I I INSTALL IGE d WATER SHIELD PER MANUFAGTURERS 5PEGIFICATION5 TO MAINTAIN PRODUCT WARRANTY I I a g NOTE: fn Z cn U) N 7 771'-0" O O O O O Z I- w APPLY IGE d WATER 5HIELD IN g J OR cn cn cn < cn c 5 FAIR WEATHER WHEN THE AIR, , " � W Lu w w w m m y ROOF DECK AND MEMBRANE 10-5 HIP WIDTH ARE AT TEMPERATURES OF I'-0" 2 40°F(50G)OR HIGHER. GABLE `O 1 OR FLU5H ROOF5 5-1 12 0 12 0 5-1 AL16N I 9 9 1 FA5GIIA5 N 5REAT ROOM_ - _I - qtr - wTN r117 Z LATE HT. Ivil _BREAKFAST II: PLATE HT. D- J1-7 O } I I I I I I OH. W O w w ~ U _ II II W < � II I TT Z � NOTE W: ,�_,'.,_ ,' - - - � _ o = CD ii ii i1 I I PVG SHUTTERS WITH FIXED -- - - Q CL W HINGES. WIDTH OF I - -- SHUTTER TO BE HALF i Q -- 0 W ii ii II o ❑ a WIDTH OF WINDOW. I �',= ', - Lm � - � I I I I I I I I I - I I I ._ I i W I I I I I I I I Ix4'H I TRIM U t J � di F-' U IN. 15T FLOOR 'T` I I I I _ FIN. 15T FL z +O,-0„ - - - - - - - - - - ELEV.+0'-0" Z Q bxb P.T.P05T WITH LINE OF EXT. LINE OF O - 12" SQUARE HBd6 PERMA 6A5T I I 5IMP50N BG52-3/6 WALL® GAR. WALL 0 DEN I W / ...��E EDq COLUMN W/SQUARE FLAT GAP I I P05T GAP ANCHOR d BEYOND BEYOND I 0 G� ERT R Ix4 AZEK TRIM I d BASE (OR EQUAL) - CORNER I AZEK TRIM I 51MP50N ABU66 I Ixb AZEK TRIM U COLUMN TO BE PROVIIDED W/ I ALL 51DE5 I P05T BA5E(TYP- I '� 5PLIT KIT I I ALL COLUMN5) I W I I I I I yLL I i = �° I I I I I BREAK I I - I 3810 I I I I I I I — — — —— — — — — — — — — — — — — — — I L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I OB NUMBER L - - - - - - - - - - - - - - - - - - - - — — — — — — —I- - - - - - - - I — — — — — — — — — — — —— — — — — — — L- — — — — — — — _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � . . 2016023 LEFT ENI ELEVATION it UNIT 50 15 PORCH W I/4 = I -oUNIT 49 (MODEL B- 1 1DUET CLUSTER SHEET NUMBER MODEL B UNIPERB2 - 1ml& 50 (MODEL B- 15 ) ELEVATIONS W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED (.2 HR 5EPERATION -n'4' WALL PER UL#336 Z `W w E 2'-0" 38'-8" 38'-8" 2 0 U I6'-0" 14'-4" 8'-6" 22'-6" I6'-0" U 2'-I.. 5.-�" 8" 5' I 2. I" A o ❑ 1 ami N ---- 1 1---------- - - - - - - - - - - - - - - - - Q 0 � U ----- ----- ------ -- ` LINE OF REAR CHEEK � � ' N >C,4 rn 1 7 I " WALL 0 UNIT 50 += cv UNEXG V. F i 2 cf) !E 2 z _ aD - 4„PG.SLAB NTH bxb, I „ z x W v M 1 - Lo I 41-b" 4-4" M.O. 51-411 i O Q w 0 ch U o c, � 10/10 W M.ORF 1 ❑ = r °O MI .3500 I GONG. i U I I q Lo - co 4'-4" M.O. 2'-b" 8" 1. 5.. 5._�. all 51-11, 1. 5.. 8.. 2, O., M m I I m FDI � m - 1 UNEXGA . o - - I - - 4°F.G.SLAB WITH bxb, I I 10/10 W .M.OR FIBERME94. m I1 q MI .3500 P51 GONG. IFD1 I FDI o e,. 7_o _ m O I I — HD HD U 2"x lo" OLAB SEAT i i o (2)2X10 P.T. i =_____ ___ __ •II 1 I r------� - 2"x 10" wn 'ItIg _ _ _ — J __ I Q FD1 0 o LAB SEAT = ~ __ ----===z=====__- __ o i i 8"i i I = z ------------------ ----- 1-, HD I I I EGRESS WINDOW O I I I 1 5 5Q.FT.MAX i 1 I I I d EGRE55 .r - - - - - - HD U _ - �12"PI,� FOUNDAJION WALL OPENING I i i ° i i I WINDOW d - - - 1I I I WITI-}DAMPROOFIN6 ON I 1 1 4 1 `.zL 1 1 O N I I o O 4"x 12"P.C:FOOTING i i T -_ II _ = o = _ -_ ( ry 12"F.G.FOUNDATION WALL - LL. Ln 1 1 1 1 I - - WITH DAMPROOFIN6 ON 7 DIRECT VENT HEATING EQUIP. I i i I I =-�(�1 I 4"x 12"P.G.FOOTING FD1 n, O t, ' J 1 _tLIANCE GLEARANGE APPLIANGES 11 I N 1. I I II I (2)2X10 P.T. Z Qj� T -, ,<r u 1 o 1123'-O 14-4 �0,� v HD I 1 SHALL BE INSTALLED WITH THE —, I 11 I lY d I I 11 1 HD ❑ r--- I b 1GLEARANGE5 FROM UNPROTECTED 1 1 1 0 -I I I 1 1 IN I I 1 COMBUSTIBLE MATERIALS A5 0 INIIGATED ON THE APPLIANCE LABEL i 1 i 1 1 I ; � i I 4"WIDE N DIRECT VENT HEATING EQUIP. I 1 IrNNNNNNNII II I N g 1 AND IN THE MANUFACTURERS l i I x I i 1 I I JOI5T SEAT. APPLIANCE CLEARANCE APPLIANGE5 1 1 d 1 I - LL. ® 1 11 „ I `�' 1 I I I I I "' SHALL BE IN5TALLED WITH THE I 1 • 1 1 d l 1 N 1 INSTALLATION IN5TRUGTION5. 1 1 3 DIA 5TEEL COLUMN I I I I 1 1 I Tow.ELEV= (-)I-I 9, I I 4"WIDE - 4 WIDE J015T 5FAT. 1 1 1 1 1 I " N N 1 I o CLEARANCES FROM UNPROTECTED TOW.ELEV= (-)i'-IT. 1 i �I 1 N I I 1 oN 30 Ix 30 x 12 OP PG 1 1 I I �� 1 FW-2 `� I � _ �I I I J015T SEAT. 117) FT6 N.O.NJ 1 i i I / 1 o o GOM8U5TIBLE MATERIALS AS I „ I PROVIDE FRE5H AIR INTAKE I 1 I I o 1 I U- ® in INDICATED ON THE APPLIANCE LABEL �I I TOW.ELEV= (-)I-I� �.� 1 11 I i TO MEGH EQUIP PER GORE I I I i i 1 I I v _ c� - AND IN THE MANUFACTURERS OL O cp _ x N INSTALLATION INSTRUCTIONS. J • 7 1 3�"DIA STEEL COLUMN -6" I T-6" I I 7'-b" l'-6" I 1 1 l'-6" F- l 1 li ® `N I ON 30"x 30"x 12"OP PG PROVIDE FRESH AIR INTAKE I HD W w r i 1 -1 1 I 1 1 1 -� I I �{ I I I 4 I FT6 AO.N) TO MEGH EQUIP PER CODE U 'per-------- -- -- 51f4_qt/2 LOW I i D.Oa II I) >�1 T II A II I �I LVL GIRDER �I � ,,�— I� I� � I I I m B-5 J L i— J L L! L J Iz 61 I �1 ` (I I I I J n — l0" t I 1 6-o' 6'-2' I 8'-5 8-5' 8'-5' 2-0' 11 i BASEMENT 5LAB l -}----L -----t---------1 �_----- ---=-J-� ----- r---- i ❑ O 4'PL.SLAB(MIN.2500 P51 GONG) I I-L I FDI I '.006 MIL.POLYETHEL ENE VAPOR i i S 5'_p" I I - 0. - ��D.O--�f-�� II I _D.0. II 5 1/4"x q 1/2" LOW D.O. 1 BTS as FILL To g5�DENSITY FDI ,;' DASHED LINE INDIGATE>`�`� I ' - -� I I ( II I I LVL 61RDER + - 1I I L ' J o L _ L t o L1J L _ I L U �, FIR5T FLOOR WALLS - - ABOVE 1 I - - - - - II-- q BASEMENT SLAB I 4 - 1 I 1 1 1 �� 1_;i — I -�' l I � 1 4� I cA UNFINISHED BASEMENT rLa_ ``�_ OF). - -__-� a_ I - - - - - -5 I I I I '"4"P.C.5LAB(MIN.200 P51 GONG) FDI 2 I = I'8'-0"GEILIN6 HT. I f �� --� ---� _ �\� F---� F� ----- i I Q �n .II 'D06 MIL.POLYETHELENE VAPOR II O F- I I II D O 1 -} I .fl �� i I I �� 1 I I I Q I I p F- FD1 I N (R-13)GL05ED CELL 5PRAY —I� I +� — / I I / I ( I BARRIER II i I I I �! �. ® J O In l� fn II in I FOAM IN5UL ALON6 IN51DE I I ``�� I �\ �\y' I I N # U II I FADE OF FND.WALLS-FULL HT I -i i I I I I� TAMP a FILL TO g5S5 DENSITY 2 u j I DRAPED I '� n LL. I chi 3�"DIA STEEL I I 1 I I -� FD1 Z '° j INSULATION i i o$ i i COLUMN ON 30"X 1 5-6 I I I i� - ( III ° = UNFINISHED BASEMENT I w 1I ' I I _ J 8'-0"GEILIN6 HT. III ® I•ALL EXPOSED HOT WATER I i I I I I 30"x 12"OP PG I i I I ( ) 1 11 1 I —I ® (R-13)CLOSED CELL SPRAY " x PIPING AND/OR HEATING DUCTS I 1 = • 2 O 2-6 4 WIDE I 1 I 1 I I 11 FTG(UD.N) I I o FOAM IN5UL ALONG IN51DE Ip" J015T SEAT. U I TO BE IN5UL.ATED A5 PER N.Y5. I I I I I I I I — �� ® I I x II I CODE. I L-----____- I I I I —— — = - rr r `j FACE OF FND.WALL5-FULL HT = I TOW.ELEV= (-)I'_1 ° O 2'-b" ° 2'-0" I 16'-b" I ________ i i 5'-5" J L_— "x I I 8 L GDR ----- I r — — — — —N ® — t `2< N o INSULATION OR DRAPED BLANKET ❑ 4"WIDE JOIST SEAT. --- - - -- 1 TOW.ELEV= (-)I'-I " 10 i 4 I 1 I ` '' I 1 ,_ r-r-r_r- -- ----- I I c i I� ® 'ALL EXPOSED HOT WATER • Nv 3 I I I I I I m m l n' PIPING AND/OR HEATING DUGT5 HD � FDI I 1 1 I I I I I = I TOW.ELEV= -� �' I I I t ,,IIS 1 I I N I I I 1 1 1 B 1-5 (� ® I " x TO BE INSULATED AS N.YS. SD I " 4 WIDE J015T �. �+ I-10' . , I / O `�' _ CODE. UNEXGAV. g -- -- -- --- ---- __ =_= I 1 1 I I m I 14R t SEAT.T.O.SEAT F = C - - - " HD - -- -- --------T1 ---� = I FDI 1 1 1 I 1 1 1 I I n - N - —i 2A-_FL 2"x 10" 4 P.G.SLAB WITH bx , FD1 N I — I I 1 I i I I I I O I I I I ELEV= (-)1-I 1 „ 1 I - LAB SEAT �BERWMESH. UNEXGAV. I I I .0. 5 1/4"x," 1/2 LOW o D.O. 1 ------------- ------------------ ----- 1 I I I I I o Il "- 4"P.G.SLAB � _ I 3r6 6-8 6-8 I'-O 31,8 8 MIN.3500 PSI GONG.;- u, g 2"x l0" 1 LI GIRDER I - - FD1 WITH bxb, 1 5LAB SEAT �- - I L �\° L 1 0 10"P.G.FOUNDATION WALL 11 - - - / I I WITH DAMPROOFIN6 ON 20"x I I 3'-2" a� v 10/10 W.W.M.OR I 1 I I I _ a N o IN cD .- N N M M (° r I rT- .-. I 10 P.G.FOOTING-T.O.W. — u, ,- FIBERMESH. I 1 �'' „ I I " „ N I'-o" I o o D.O. 5 1/4"x q I/2" LOW HD`11 o N = _ N N M I� MIN.3500 P51 8 -0" 4-b 1 7-6" I I 4'�" / \ 8 18-2 ELEV. = O-0 I - 1 _ - _ _ . 1 10"P.G.FOUNDATION WALL 3 C T TVC6TRDER GONG. 11 3'-2" i i i � I i WITH DAMPROOFING ON 20"x B1-5 I I -T - - - - HD I i L.-------- __ _ 1 i I 10"P.G.FOOTING-T.O.W. I I I . ----- ------- - _j 1 --------------- I ELEV. = 01-0111 u I I o -__ I 1 I ( I I 4"WIDE J015T 5EAT. --- -- I 1 " i 5 #5 CORNER KEBABS W/ 4'-D° I I DASHED LINE INDICA 5 I� - I- cn I I I I 1 1 1 1 #5 CORNER KEBABS W/ 4-0 I it Tow.ELEV= (-)I'-I " LEC ® MIDPOINT OF I I - - - - - 3-4 o I-2" z I I LEC-6® MIDPOINT OF cn N 1 I I I I 11 �' L _�_ __�----�= FOUNDATION WALL d I'-b" i -2 U) 4 WIDE J015T SEAT. 1 1 I I ____ FOUNDATION WALL I-b (2)2X12 FLUSH I I FIRST FLOOR 5 a g TOW.ELEV= ()I'-I " I O"' 3'44" o q i i o �, i FROM TOP d BOTTTOM. I I z z z o z z z N FROM TOP 8 BOTTTOM. I (� - o � I — I - 0 1 0 0000 hw ii N ® n I UNEXCAVATED TYPICAL - - - - - ( `-~n w w w W w w N J 1 ' �1 -a 1 I 1 8" P.G.FOUNDATION WALL O i 4 L - - - J WITH DAMPROOFIN6 ON o - o II x 1 u l 1 N i O 6ARA6E 5LAB I _ cc w w w m � m m Ld _ T.O .ELEV. = cv 1 III 1 Ib"x 8 OP P.G. FOOTING p * „ I I o I I T.O.W.ELEV. . m __-' " I u I I � I 4 P.G.5LAB(MIN.3500 P51 GONG) I Q ii 1 I II I T.O W.ELEV. _ REINFORCED WITH bxb,10/10 W W.M. I I -' O 01-09 2 II ii It-,1 j p'-p' OR i) O 'TAMP a FILL TO g5%DENSITY Iii � I II CD FD1 ° 1 1 I I I UNEXGAVATED TYPICAL = 1 11 J�1 I I I I 1 N i o TOWARDS 6ARA6EDOOR 2' x cx I I �-� I I 2. 11 10�- 1 b'-l" i I id'-8" 6'-l" I 8" GARAGE SLAB 1 1 r -< v ' JL 4"PG.5LAB(MIN.3500 PSI GONG) (3 I S" P.G. FOUNDATION WALL i i i i i I i REINFORGED WITH bxb,10/10 W.W.M. i w O I 1 I I 11 # I a WITH DAMPROOFINC7ON s r TAMP a FILL TO gSSK DENSITY r 1 I — I I 1 'SLOPE GARAGE 5LAB DOWN 2" I 1 o _ I L — — — — — — — 1 4 1 1 7 I I I Ib"x8" DP P.G.PGFOOTIN6 I � � - � L_ - - - - - - - - - - - _ I I 1/4 q 1/2 LOW _ I TOWARD5 6ARA6E DOOR I'-p" 1 N ® F_ — — Z L �� i I L 61RDE� — L 1 1 17'-IO" 8.. bI- " b'-q" b'-q" 10" o w ml TYP. BEAM POCKET I 1 It SEL I I _ 1 i I 0- a WRAP ENDS OF GDR W/ 1 _I_---------- --diL_� _ =--T `r 4 TOP OF WALL i 4 r D.O. I I �5 1/4" q 1/2" LOW D.O. II _ m ALUMINUM AT POCKET i i i I FDI DN= -I'-2" i t FDI I - o 1 1 VL GIRDER 1 j Y OR PROVIDE 1/2" AIR 1 1 , q'-6" 1 I L I L — J L — —I L w W 5PAGE ALL 51DE5 ii 1 �, I 1 I ❑ I--1 = TYP. BEAM POCKET TOP OF WALL - 4 Z I I K N — JA5A5 ON= -I-2 T.O.W.ELEV. = WRAP ENDS OF GDR I �1 C� q O i i o o I 0'-0' 5 I W/ALUMINUM AT I w �� 11 1 N 3 N J FD1 I POCKET OR PROVIDE I ❑ v "� ® 0 1 =____ ______ FD1 I 1/2" AIR 5PAGE ALL HD AB AB AB SIDES I 2 ❑ I 4"WIDE JOIST SEAT. 3 I I FD1 10" °I I I 10" - TOW.ELEV=(-)1'-I�" _ r- I FD 1 I o _ 10 P G.FOUNDATION WALL w e ® WITH DAMPROOFIN6 ON 20"x I �_ O `� 10"P.G.FOOTING-T.O.W. I ~ T i B III I I B "' "' ir' ,y 0 h+y m 11 - I ELEV. - O'-0" I z 1 CV z 6i B-5 mil B-5 2,. A aj 10" 15'-4" 10N z < .L _ Tur___ _ J. B-5 I 1 4'WIDE III O V) HO o HD . . . .. TOW.ELEV= (-)P-1 I N FD1 U IN F- I'-0" 16'-0"M.O. I'-6" I'-8" I6'-0" M.O. I'-6" HO O HD o n 1 12'-0" q'-4" 18'-6" Iq'-2" 4'-0" Il'-o" = FOUNDATION LINE WALL® 40'-O" 40'-0" U MASTER BEDROOM UNIT 4q501-0.1 UNIT 50 ( 15 ' PORCH) UNIT 49 ( 15 ' PORCH)�2 HR SEPERATIQN MODEL B- 1 (INKBER-R.Y.0- BERMO . . ,FO16023 DEL B (JUNIPER) ` ALL PER UL 336 GENERAL CONTRACTORS AND SUBGONTRAGTORS TO REVIEW THESE UNIT 4 9 UNIT 5 0 DUET CLUSTER SHEET NUMBER HD- HOLD DOWN MULTIPLE LVL GIRDER CONNECTIONS: Q GONSTRUGTION DOGUMENT5 UPON RECEIPT FROM ARGHITEGT AND = FOR ALL MULTIPLE LVL GIRDERS, L>°�6 BOLT REPORT ANY AND ALL D15GREPANGIE5 INGLUDIN6 ANY DIMEN51ONAL FOUNDATION PLAN �- AB= ANCHOR BOLTS® TOGETHER W/ 1/2" BOLTS ® 2'-0�� O.G., 2�� MIN, CONFLICTS, IMMEDIATLEY TO ARCHITECT FOR GORREGTIVE MEASURES B- 1 15 ) B 15 FOUNDATION zGARAGE 51MP50N MIN. 4" FROM ENDS PRIOR TO GON5TRUGTION. DO NOT 5GALE DRAWING5. DIMENSIONS / = - (MODEL `5 B2 � 2 STRONG WALLS FROM TOP BOTTOM, ) w SHALL BE GALGULATED AND NEVER 5GALED UNLE55 OTHERN15E NOTED. ❑ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED CL 2 HR 5EPERATION F f-- 2'-0" WALL PER UL#336 38'-8" W C , bxb P.T.P05T WITH 51MP50N 1 "1 � - 0 2X8-RTTi-F�IR9L# - - - �0-- - - V � aa)i 10" 5QUARE HB46 PERMA BG52-3/6 P05T GAP ANCHOR 4 51MP50N ABU66 P05T BASE q -®-_- - bxb P.T.POST WITH 51MP50N O �--, U 0 GA5T COLUMN #463,52 Wl 16'-p' - l0" 5QUARE HB46 PERMA GAST - (�}2X8�T-oIRDE --R - - a, (TVP-ALL COLUMNS) BG52-3/b POST GAP ANCHOR 4 V � 5QUARE FLAT GAP 4 B-5 Z I I COLUMN #46382 W/SQUARE I I 51MP5oN ABU66 P05T BASE O a)BASE (OR EQUAL) - i 15'-4" 15'-0" 8'-6" ( 22- " FLAT GAP 4 BA5E OR EQUAL i I6'-0" i 2'-0" (TYP-ALL COLUMN5) L- o m CORNER COLUMN TO BEF- •I'-� :3 u PROVIDED W/SPLIT KIT I I - CORNER COLUMN TO BE I I I I 0 -~ (D •!""� C-) > m PROVIDED W/SPLIT KIT GOVERED i N !E PORCH 1 ( 1'-b" 1'-6" 3'-q" 4'-q" 6'-4" 11'-3" 4'-II" - 1 8'-0" 8'-O" I Q9- z L- 13-U) M 3 I b TR ECRE55 4.. ~� I i = OU Q Wo v (3) 0 DH WINDOW FW Q ° I v = � �' co ® a'-0"HD HT m o ryl I COVERED I I N ❑ U M �_ e_ 1 '!' i I PORCH I o co (2) Ib TR i 2 AL16N TOP OF 9016 TR i. DI TRAN5OM5 - - 6080 5L. 6 .DR W/ Ig i ! (2)3 O DH6U oFW 2(2) IS" 51 ELI6HT5 DI _ _ I, - ® 8'-0' HD HT _ (2)3010 TR (3) 616 TR 9016 TR ® 8' "HD HT (3) 850 DH 6080 5L. C7 .DR W/- - D - - - -- - Iq (2) 050 DH WINDOW 0 V "HD Iq I 1 (2) 18" 51 ELICHT5 I a o DI F D1 525"Ali"LVL HDR - O- L HDI DI 12 DI I 1 DI I I Iq �Hp I 5L - - DN "- - 0" 5L �- — — — -J a I ,- - - - - - - - - - I DI Z e I (3)2X8 HDR DI O 241b TR 525"x II 1/8-LVL HDR �J -) cc, �� ( - H L - - - - - - - - - - J H iv 2452 DH T- " I I 1 N6 v -i — — J 2016 TR i- ® 8-0 HD HT I I g 21 G I I I'-0" SOFFIT I N -�-- " r " 525"x II 1/8'LVL HDR fl 1 I DI I I I 1 �- I HD L - - - �L - - - � L - � �LJ_ _ � I F_ 0a' o�i DHHr z � J � I I I - /- - - - - - - - x EF C (2)2x10 HDR CONTINUOUS I O 1 I 525"x II 1/8"LVL HDR / \ I- -I =- 1 I 60"VANITY W/ © I'-2" 12'-0" 4" 15'-0" PRE-FAB b `� 0 PRE-FIREPFI�A E I 1 12'-0"STEP GEIL 1 W OUTTr�2" \\ 10'-4" I FIREPLA E ~ I I MA5TER I II'-0"GEIL Q}J 1 `r " O m LIVING ROOM � I BEDROOM 1 _2 II-0 CEILING I I Qj� MASTER - BREAKFA5T AREA I LIVING AREA I ❑ BATHi _ T o TEMP GL OR5 .1 " 1 ac I " h-�-� 15 0' 4 0 14-0' 4" 1O ',�o q'-0"GEILIN6 I TEMP 6L N BEDROOM #2/ I I - OPT. DEN 5010 I RA15ED HEARTH RA15ED HEARTH 1 I I TEMP.6LA55 FWH OPT. I I11 4 q'-3" 4'-0" T' tN 2X4 KNEE® I = I 2'-0" 201b TR 2416 TR i L - - - - - - 36"HIGH t^U GAP 8"x 4" I I I- -) 2052 DH A - - - - O 2452 DH PAN zF- ( `y I N ® 8-0 HD HT ® 8'-0"HD HT 1 I = o GATHEDI X GEIL I b� 0' 4" AN �' I II'-0" -0" �. I I GREAT ROOM I �- -� a w " I a - - - - �bb� ?66e r--�I 12'-0"STEP GEILIN6 � I-1 `- -' I GREAT ROOM 1 CO2 ? v z II'-0"GEILIN6 i Dy l it I I _ r ^ � m v J V LN oo KI GHEN L--�I I o I o 1 m I I 5D 22"X 30"ATTIC sD m — o GL. _ I 1b'-4° m '� ❑ w 1 1 ?o AGGE55 HATCH -0 8 0" 4 3-8" 4' 4 p 3 0 I O r r- I 6e _ � 5D® 2._I - z I I I 1 1 (2)2516 TR v q'-O"GEILIN6 u') - - � 1 1 (2)2852 DH 22)3016 TR3052 DH 1 1 I ?86s -% �% 4" 4, BATHROOM �� 6 1 I I o F_ -1 8'-0"HD HT 0 U ( ) D 2-0' '� X68 1 1 I DINING AREA ® 8'-0"HD HT I 1 I o q'-0"GEIL �q'-0"GEIL - q'-G"GEIL © 1 1 i 1 I I 12" SQUARE HB46 �- —� DINING 1 AREA z I I u' PERMA CAST COLUMN WIGL WIGL WGL �c (4)2x4 � � 1 I I I I W/SQUARE FLAT GAP � � 21-b.. I 14'-8" I 4 4._2.. 4.. ¢ b' b.. b.. L 5'-4" J 4" 5'-b" 4" l\a1� REF mco 0 1 J P05T 21 "G" J J 4 BASE (OR EQUAU - r r , v q'-O"GEIL N ® \ DI / 2'-0" 2'-6" CORNER COLUMN TO Z V bxb P.T.POST WITH I I Lu - LAUNDRY `r = 50 `r \ / BE PROVIDED 1^U 51MPSON BG52-3/b L- -� Iq I 48x34 1 m 6-0 4 -10 _ 3 8 4 - - - - - - - - SPLIT KIT P05T GAP ANCHOR 4 2'-0" - 5D® ? J qt 5'-8" 6 3'-4 4' 2 0" 4' 6' B 5H AN „ 51MP50M ARkb DI i NOTE "V": ON o 868 N w - II'-2 HD 0 PALL GOLT BA5E(UMNS) ,HD 3 1/2"x II 1/8"LOtR LVL HDR - - 148 0 " " n; ON 4R 2_p I 19 5016 TR 4 e - - - - - - - - - - - 1 1 v " d � II'-0"GEILIN6 LOVERE I �� D1 (3) 2xbHDR - o i o L - J �, g-0 GEILI_ o _ D-6 2'-0" _ s p - o e FOYER3080 EXT WOL OR if) OVER = 12'-0"GEIL v g'-0"GEIL " g-0 G ILING _SWC LAV._, I 1 3060 EXT INSUL DR ® 6 (R-2U BATTS q DS LAUN RY �© m AV GL ry PORCH 1q W/(2) T5 o PORCH FOYER © _ ® I 4'-b' SIDELI6HT5 = _ b� sD 3-4" m DI m Un Y W/(2) 12° N SD 8 B T � 12" m I'-O" L NOTE "5": G02 cv 51DELI6HT5 b 1-8 4" 3-2 4' S-6 6 4-1 4 13-3 IR - 0 2"X "ATTIC (4)2x6 `r Q HD - Y 2868 INSIA DR- AGG HATCH P05T bbgt �e r Hp p 45 MIN.FIRE 6'-2" `1 4'-0" 6" 1'-0' 6. 3'-4" 4' 3-2 4 'L - w - co 7 H M O t� "x 11 1/8"LOW LVL HDR RATED W/SELF - , `r' 0 — = 868 INSUL DR- - - /�I 1�2" 6x6 P.T.P05T WITH 12" SQUARE HB46 ig - - - �6 GL CLOSING DEVICE 45 MIN.FIRE - - - �66e SHWR PAN SiMP50N BG52-3/6 P05T o PERMA GA5T I I " c'8 ry 130 iCL RATED W/SELF - - - - _ 1 1 GAP ANCHOR 4 51MP50N DI 4 I-0 4 CLOSING DEVICE - - - q-0 GEILIN6 0 ©J I ABUbb POST BASE(TVP- GOLUMN W/SQUARE I' 2 b" 13-4' 6'-4" I b (R-21)BATT5 ® TEMP CL PR -� ALL GOLUMN5) FLAT GAP 4 BASE TWO GAR GARAGE IGL sD 4 DOOR I - 4068 BI-PA55 -' (OR EQUAL) - r—— 1 ® *4'P.G.SLAB(MIN.3500 P51 GONG) �6 CORNER COLUMN TO I I I k._r5D REINFORCED WITH bxb,10/10 W.W.M. 6B I 1 co z BE PROVIDED W/ I ® ` - z *5LOPE 6ARAH 5LAB DOWN 2" o b" 6'-l0" - 4, 4'-0" 4, q 0 _ 'I I 1 (3)2810 TR g z SPLIT KIT F L-- N cY TOWARDS GARAGE DDDR o TWO GAR GARAGE 10'-0" EILING I— J I �; z o ® 8'-0"HD HT m a N z Z Z O Z Z N d 1 I I TYPE'X'GYP BD ON GARAGE � � � � 00 00 WALLS 4 GEILIN6 *4"P.G.5LAB(MIN.3500 P51 GONG) MA TER © a�z (3)2850 DH O O 0 PO O O Q � w z 10',)"GEIL GEIL z * "TYPE"X'GYP BD ON INT OF LIVING 4 6"(R-21)BATT5 q'-0"GEILIN6 in '- (TEMPERED) U) 0 J J 1 ( REINFORCED WITH bxb,10/10 W.W.M. BATH ODM =� I I I > > > w > > a a 3010 TR Ul *SLOPE 6ARA6E SLAB DOWN 2' W W W J W W N J 0 8'-0"HD HT 1 1 KI GHEN I SPACE COMMON WALLS TO GARAGE 5 TOWARD5 6ARA6E DOOR WIGL- " 3030 G5MT �- -� 1 lo'-0"GEIL FW-2 *9'TYPE"X"6YP BD ON 6ARA6E �6 !LAY LAV 1 1 w m m v # WALL5 4 GEILIN6 5e U WC I ©—J 1 DEW BEDROOM 2 = I - - - - 12 TYPE"X"GYP BD ON INT OF LIVING 0 `t SPACE COMMON WALL5 TO 6ARA6E DI o 6 '-p" p - - - - 2010 TR 12 I REF y DI i - - - - - - - , - - - - - - i b.. 2050 DH r Z ENERGY NOTES - ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ECCCNYS DI -0 IS-0 b' 4-2' 4' I6-0 (-6 III'-o.. 6° 8'-1 o.. 6.. I q J w ~f RESIDENTIAL PROVISIONS. I I I o 20 1z 16010 OH OR _41I D/21 D1 (2)2X6 R I 1 O m - SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 - N 1104.1 1 - - - - - - - (3)2810 TR L J I GA HEDIAL GEIL HD = 5 1/4"x 16"LVL HDR D DI _ I II'-0"STEP GEILIN6 1 j Y ® 8'-0"HD HT I f o BREAK F�hST AREA l2)2x10 HDR 4 16010 OH DR I MASTER I o a+ = a (3)2850 DH I I o I r - - r - - - N a - - - - - - - a I BEDROOM 12'-0" Z o HD 5 1/4"x I6"LVL HDR I I 1 HD F/21 F/21 2020 NY5RG- 62421.8 (503.8) L J `I 1 12 L — — L — — — J .— D1 DI J I I � O o VENTING 5Y5TEM TERMINATION LOCATION: 11– 7 DI 2-p w O " THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF 1 6" II'�O" b 4'-5" 4'-II" I6'-0"R.O. I'-6" I'-8" Ib'-0" R.O. I'-6° 1830 10,000 BTU PER HOUR(3W OR LE55 5HA_L BE LOCATED AT LEAST ®1'-0"HD `v I 1 ❑ B I I 1 1 (2)3010 TR B I'-0" DI 2 4 E T 6"FROM ANY AIR OPENING INTO A BUILDITIG, - @ b'O�D g-5 u, FW-2 I FW DI � I 1 n$ I- 0 8'-GOND HT w h+i AND 5UCH AN B-5 L J 11 T D/21 o APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE IPLiTALLED WITH A q INCH (3)2XSHDR VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT A I I I 2050 OH c� OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT - - - - - - B-5 - - - - - - - - - - - - - - N HD HD Iq � �� b.. `- L J z m TERMINATION CLEARANCE.THE BOTTOM Of:THE VENT TERMINAL AND l9 L - - J L - - -JL- - - J `I-- 2" 2'-0" -p o o K z ui THE AIR INTAKE SHALL BE LOCATED AT Lf AST 12'ABOVE GRADE. DI - DI (3)2810 TR (2)2X6 TDR `x (2)2X6 HDR 1 "' Z Q " I a a C� (3)2850 DH - - HD - - - ( - - - HD 2020 NY5RG- 8312.2.1 Ig ® 8'-0" D HT 0 6-0" D HT Ig C) G J/ ER7' MODEL EH MA5TER L 30 o TR 1 L 30 o TR 1 o E ED T BEDROOM WALL o DH IN DY�LLIN6 UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE DI 4'-Oll DH q-0 4-O DI WINDOW OPENING 15 LOCATED LE55 THAN 24"ABOVE THE FINISHED BEYOND 6-0" b'-O" FLOOR AND GREATER THAN 12'ABOVE THE FIN15HED GRADE OR I = OTHER SURFACE BELOW ON THE EXTERIOR.OF THE BUILDING,THE 12'-0" q'-4" 18'-6" Iq'-2" 4'-O" Il'-0" o { -' OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: * OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO �'-OI' N-A GO � PA55 THROUGH THE OPENING IN ITS LARGE_5T OPENED POSITION. UNIT 5 O ( 15 ' PORCH) FLOOR PLAN I �.2 HR 55EPEERATION UNIT 4 9 ( 15 ' PORCH) FLOOR PLAN _ _ *FALL PREVENTION DEVIGE5 THAT COMPLY WITH A5TM F 2080 ❑ ��3810 (THE WINDOW OPENIN6 CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING WALL PER UL#336 MODEL B (JUNIPER) 1�4'�=1'-0" LIVING AREA= 1.50 5 . FT. I MODEL B- 1 GNIICEDERRY) 1�411=11-0" LIVING AREA= 1-n 50.T. THE WINDOW TO FULLY ` OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT To LE55 THAN 5.15MARE FEET. GARAGE AREA= 380 562. FT. GARAGE AREA- 3?1 50. FT. NUMBER COVERED PORGH AREA= 24150. FT. COVERED PORGH AREA= 212 50. FT. w .016023 NOTE R: NOTE 'S": EF =EXHAUST FAN: GENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO REVIEW THESE ONE CARBON MONOXIDE ALARM IN NEW ONE SHEET NUMBER STAIR MANUFACTURER TO 50 CFM INTERMITTENT OR NOTE V : UNIT 9 UNIT 5 0 DUET CLUSTER = AND TWO-FAMILY DWELLINCf�,TOWNHOUSES MULTIPLE LVL GIRDER CONNECTIONS: CONSTRUCTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND NOTE: PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN CROUP R-2 DE-51167N STAIRS TO MEET ALL © 20 GFM CONTINUOUS *ALL.DRYERS TO BE VENTED TRU55E5 W/ 12" MIN. HE BUILDINGS(CONDOS 4 GO-0PS)AND UNITS APPLICABLE CODE5 AND TO FOR ALL MULTIPLE LVL GIRDERS, LAO BOLT TO OUT51DE AIR PER CODE REPORT ANY AND ALL DISGREPANGIES INCLUDING ANY DIMENSIONAL ALL WINDOWS SHALL BE REPORT ANY D15GREPENGIES * CONFLIGTS IMMEDIATLEY TO ARGHITEGT FOR CORRECTIVE MEA5URE5 Z B2 � 3 HEIGHT5 N.O.N.) @ 24" O.G. TEMPERED OFFERED FOR SALE,IN THE IMMEDIATE AND GONFLIGT5 TO THE TO W/ I/2 BOLTS © 2-0 O.G., 2 MIN, ®2 CARBON MONOXIDE ALL WASHER TO BE (MODEL B 1 15 ) B l 5 F LANDERSEN 200 SERIES - VICINITY OF BEDROOM5,ON THE LOWEST ARCHITECT PRIOR TO STAIR FROM TOP BOTTOM, MIN. 4" FROM ENDS DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO GON5TRUGTION. DO NOT 5GALE DRAWIN65. DIMEN51ON5 5HALL ) O O R PLAN DE5I6NED BY TRU55 ENGINEER GLAZING FLOOR LEVEL CONTAININ6 BEDROOMS. FABRICATION. ®5D SMOKE DETECTOR BE GALCULATED AND NEVER 5GALED UNLE55 OTHERN15E NOTED. w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: 18'-0" GABLE WIDTH INSTALL ICE 4 WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO o o z MANUFAGTURER'5 5PEGIFIGATION5 TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED - W PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. 18'-0" HIP WIDTH ? 8. NOTE: ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING r�_- - � � r O � APPLY ICE 4 WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK I I' =j- - - - - - - - - - - - - - - -1 J I 0 U a LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN , - - - --- - -(3J�X81'�C(I�ER- - - - -I �� V AND MEMBRANE ARE AT TEMPERATURE5 OF 40°F (50G) OR HIGHER. I I - - - - - z � o PER SECTION 1605.3 OF THE BUILDING CODE. I I I I I�_ �_ J L J J I O � � 3 PRE-ENGINEERED ROOF I I Ok 2 HR 5EPERATION i o 'm TRU55E5 PER TRU55 MANUF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE I I ( I WALL PER UL X336 I >s Q I U `�'_� w I ISI I 5EE DETAIL I/FW-2 I GS N �� I N N rn STRESS DESIGN: I w D (EQUATION 16-8) I I�I I� I II'-0" PL HT. I ( Sy/AJC I I .E _2 z 51MP50N 5TRONG-TIE — D + L (EQUATION 16-9) MT5 5TRAPPIN6(LEN6TH5 VARY) I I i Q x r> I + 12" HEEL HT. I ( Z U c CONTINUOUS WALL SHEATHING TO D + S (EQUATION 16-10) I � � I I I I U Q o D + .6W (EQUATION 16-12) Iry I Iry L - � TOP OF TRU55 HEEL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) 11-0PL HT. m I I I I i I E = M �_ I " „ U + 12 HEEL HT. Np R D = DEAD LOAD L = LIVE LOAD, S = SNOW LOAD, W = I'-0" I ' I I I I I'-O" C° HEEL HEIGHT VARIES-SEE TRU55 DRAWINGS FOR +• ALIGN FASCIAS A II'-0" PL HT. ACTUAL HEEL HEIGHTS LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL OH. I I OH. I� I = BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 ( I " B-5 + 12" HEEL HT. ,�,) I II'-0" PL HT. ° 12 (p 12 11-0PL HT. OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND I N I I + 12" HEEL HT. a r —1 a I + 12 HEEL HT � � SPEED (101 MPH BASIC DESIGN WIND SPEED) IN I I I I o o I NOTE "R' I2 _ EXPOSURE CATEGORY B. I i I I VARIES17 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE I - - _ _ - - - - o $ // ///// lo'-Io"OVERHANG WIDTH N 12 z FOLLOWING DESIGN LOADS: I I I - - - - - - - I - - �= _= == - - "� j j%//j// m a 12 Z \ TCLL 20 PSF PLUS UNBALANCED SNOW LOADING WIND I r` LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD - - L= / OH. I ' cn F-- UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 r - - - _ _ - _ _ _ — I I I _ j/ a-0 PL HT I L1 ,I Z) - - I I I Iv I //� W/36„ HEEL HT. �� l L GUTTER PSF, BCLL=10PSF, AND BCDL 10 PSF. PROVIDE I I I / ///I� (I2-o WIDTH) O J — — =L J� 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE I I I / //,} I r �I I Z " - NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. I q,'� i I I j I I'-o" O 8 FASCIA BD E32-4 III vv I O I = / // - - - _ - - - - - OR TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD ��` I cx I ////// /�` / _ _ _ _ __ _ _ - - DEFLECTION OF THE LESSER OF L/360 OR .75°. I �� I I I I '/ Tj//j// ) O // TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO - -� I I I i/ I j II'-o"PL HT I- M �- - I I / //�/X/ ,// // OVERLA TRU55E5 I— - O ` f J VENTED VINYL 5OFF ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR I I I I I I /jT/' I� /j j jj% I (- I Z TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL / / / „ I ROOF VENTS i // I b INCLUDE THE FOLLOWING INFORMATION: (91. oH. 1. DEPTH, SLOPE IF ANY), SPAN, AND SPACING. 0H 2. LOCATION OF ALL JOINTS. 3. REQUIRED BEARING WIDTHS. LEADER TO DRYWELL- TYP 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. 4.2. TOP CHORD DEAD LOAD. I I I I I //// fGHEO ARE INDIGATE5 I I 4.3. BOTTOM CHORD LIVE LOAD. L_- J ❑ I ❑ i ❑ I at OF FIRE RATED INT.BEARING I_ -JJ F■■� 4.4. BOTTOM CHORD DEAD LOAD. I 1 I I I / / / j j j/Rd� d WAI L SHEATHING, WALL.BELOW FLUSH ROOFS 4.5. CONCENTRATED LOADS AND THEIR POINTS OF I I I I i I I //�� a ///jO FROM CENTER OF a 12 O APPLICATION. ( I I I / //t /// /�REWALL - EACH 510E -I- -� F I / // //j//// II F_ ^ 1+1 1 4.6. CONTROLLING WIND LOADS. I I I I I / / / / /// I I w DETAIL 1 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR I) I I I I I / /'� DESIGN VALUES FOR CONDITIONS OF USE. I I I L — — — — f o 6. EACH REACTION FORCE AND DIRECTION. I - - - - ____- -- 11'-0" - Z - - - - _ -� - I� - �I I r�p� "R�� I II'-0" PL HT. m PL HT. I I GS - + 12" HEEL HT. 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, + 12" HEEL HT. I I y, \ /� c= II I I I w O NOT TO SCALE B2 -4 THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION I I I ,/// //� / //� +� S IL_ - JI OF EACH JOINT CONNECTOR EXCEPT WHERE I' p" I NOTE " 1 I II S z CH. I i // // ///��,/ NII °°I °° L i �� I I 12 SYMMETRICALLY I I I I I / _ _ _ _ J I I �l� III I a II LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 I I I / / // - -Li IN�5TAALL HALF OF o GA MIN THICKNESS GRADE A GALVANIZED STEEL I I -6 R1L2GE W/_ _ FASTENERS® EAGH PLATES. II 12 T- 71 /, // ,J'/ J -I I I I w ALIGN END OF 5TRAP ° 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH III a ❑ I r O Q ///j/ j f / /j I I� I I I FA50IA5 t- ` MEMBER. ALIGN /j///� �I Q ® FASCIAS I IJ �' I I �' I I ///// / / / I I I I I II r--- 9. CONNECTION REQUIREMENTS FOR TRUSS TO I �// /// I // /�// '\ I I A - - L J rn ° PL HT. O o0o GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD �- " I ROOF VENTS „ ~ 000p� II D PL HT. I ° I + 12 HEEL HT. Z SPLICES. �/ I �0� I — �' 000a�� 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. + 12" HEEL HT. I I - - // /// I ( I I w 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS Z �// /// - - �,- - _ ° MEMBERS. I ■ I i - J L - - - - - J �- - - �z� % / v`' r p r- r- r' r- r- r- r- r- � � � �- / / o 12. REQUIRED PERMANENT TRUSS MEMBER BRACING i I I I �-,l � ////�j /// // ALIGN RIDGES �-� �J I � ru LOCATIONS. I I I / //J _� " �/_-_\_ �\ I I I I I I I I I I I I // // /// / _ TRU55 RIDGE W/VENT �� Q�Q I 5' . p * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH - -T - - - - -� - / I I sl I I I I I I I I I I /%///j/ / /' r' Z r ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND I, o„ ( � �� - ` L L L_ L_ � L L SIMPSONSTRON6TIE MANUFACTURE OF METAL-PLATE-CONNECTED WOOD I 'G N� I ( I J�� _ _ - - - - ��- - - - - - - - -%�T/',�1/ cc 12 r?Is STRAPPINs TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS Q OH. I I Ssti I I I I �- �j, FL / a) I 14-I0d DESIGN DRAWINGS-SHALL BE PREPARED AND STAMPED BY ' I 12 I I ( i/j j////I //7/ 1_ _ _ _j L'�' - - - - - - - - - I ROOF TRU55 61RDER I Cs I o (ToTAU A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF o I ( I I I RNEW YORK. = I— I I i/ I //// /// j/ TI- NSXx 1 I ��Q II I I I / j j / / /j l i 1 __ _ - - CH. ui * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS �// / �/ // - - - s>_ ,, ' O // /// // /// I � C - - - - - - � H M O h r r f° N � OVERHANGS AND ROOF PITCHES SO THAT FASCIAS AND I I J�� I I I ° " 12 /// j// /// ///' I r - - - - - I o N N M M (O r .�- USE IN COMBINATION ONLY DETAIL RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. I I�- N I I I L — - - - q ///////� //j///j I I I ( I I_ - - - -I I G I I L WHEN 5TUD5 AND RAFTER5 * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH =- THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT DO NOT ALI6N NOT TO SCALE B2 -4 WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING `�I I I O I % i//� �/� j/////// ASSEMBLY TO INSURE TIGHT FITTING JOINTS. I I L //Y // I Ilii I III II II * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER I ( I I �' L _ _ � �� / /// /� ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. I I + 2 HT. + 12" L Z _ O I —II ay I g Z THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND - I I I I I L _ _ _ J L J III g METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR L J � � I �//%//// ///// / � � ( ( I f - - - I Z U' `o � N ° SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN L - JI + 12 HEEL HT. I ' III �j •/j///j/ �i/j//j/ 1 I I� �I 1 I I o 0 0 ° o o Z w DESIGNED AND INSTALLED TO PREVENT ROTATION AND �-� I III I j///j//� j///// •R" I I NO "R" I I I �, �, 9 > �, Fn a Q � - ��I I / I > > > W > > > PROVIDE LATERAL STABILITY IN ACCORDANCE WITH III °° °°-�I I (� i// /// / // iYl III 7 ' / // /// �!/// / WWwwtm my ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA II I I �S /// i II I , I III 51DEWALL ABOVE BUILDING COMPONENT SAFETY INFORMATION BCSI GUIDE I L J I I I s / // // / OR 8" - - - - _ , LOWER ROOF ' ( ) I I N // /j j//j j/ I I bH. I I I I �� I II N TO GOOD PRACTICE FOR HANDLING, INSTALLING & I ( I Y\ �j J- j /j/// ////,g/ I I 8" I I I I o ( ° BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. I I 17a / / / // oH. •(� � r- / /r // � 12 12 12 12 I I * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS I I 4 / "� !// // V/ / / I I I I _ _ .l I L 'd— — — � l Ip I— /// // /// / 12��I 12��12 I L_ - - - - - - - - - I 2 HR FIREWALL BELOW ROOF - OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN I I I I I I I rn % // / ///j// ,I I II II I �F - NOTE: INTER5EGTING ROOFS I ON TRUSS DRAWINGS. WEAVE ROOF 5HINGLE5 AT CARRY TO UNDERSIDE OF * TRUSS MEMBERS SHALL NOT BE CUT NOTCHED, INTER5EGTION OVER ICE 5HIELD HIGHEST ROOF SHEATHING - I I I // ,I' / I I I DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY ( I I I i - // // / ,- „ ,- „ J Z MEMBRANE - CARRY MEMBRANE MIN. 24" NP I L -�- - - - - - - // // " II w WITHOUT THE APPROVAL OF A REGISTERED DESIGN / // / / 3 S 5 0 3'-S I I b II I, b' OUT IN ALL DIREGTION5 OF I ( N PROFESSIONAL. I r No No R INTER5EGTION I - * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS �/ //// / �l j// , IN I I I N I I I II I O m Z AND METHODS OF ERECTING THE TRUSSES. THE II� 10-0 PL HT. I I I I _ — — — — �/// /j/ / —N — —N — I I I W W + 12" HEEL HT. ( 12 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ // / _ _ L I > F_4 Z W Q CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY II� - _ - // - w Lu< I Lw BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE 12 I I —1 a ////j // // w pW Lu I �D a (— I �//j//// //j//// 1 0 I I o INSTILLATION OF THE TRUSSES. d�tL I III /// /// = = =mL ~ I I �T-I ROOF TRU55 r - - N 2'0" / I I U) O o 1 III I OH. j j/j j - ROOF U55 I I I I W ;, HIP RAFTER, 2'-O" o= I I'-0" PL HT. ///// q BIRDERS UNDER I �� I O // /."% DORMER WALL5 ( p 10-0PL HT. I SI CORN HGP HIP CORNER TIE 5>�PLAN OH. I No "R" I I 2'-0" + 12" HEEL HT i ( + 12" HEEL HT.IN I I i 12 I I oH. B 10'-0" PL HT. SIDEWALL ABOVE LOWER I" —1 a I I B-5 10I HEEL HT. + 12" HEEL HT. FAISGIAS I I 12 12 ROOF 6 11— — — I 1 2'-0„ I I a s 2'-0" 0 m A 1. 1 i ° L _ _ _ _ _ _ ==�— — OH. I I II oH. Z Z w ° 10'-0" PL HT. A 10'-0" PL HT. I a U + 12" HEEL HT. 6-5 + 12" HEEL HT. O 1 - - == - - - — -�- - -J-� 0 ,G\5 013 R7- Lu S O F- < �p HALL w XT RI OR WALL I Ok 2 HR SEPERATION = '7 KAU pE: ROOF WEAVE DETAIL 3 AREA OF ONE ROOF UNIT 50 ( 15 ' PORCH) SEE DETAIL VFW-2 UNIT 49 ( 15 ' PORCH) " 23g TOP PLATE I I I . ... BUILT OVER ANOTHER ( F 1; ^I DETAIL B2 -4 ,GONNECTION 2 -4 . ..MODEL B (JUNIPER) MODEL B- 1 (INKBERRY)NOT TO SCALE ......... JOB NUMBER GU'TTER5 I LEADER5 INSTALL ICE AND NOTE R: 2016023 ALL 6UTTER5 $ LEADERS SHALL BE BAKED WHITE ALUMINUM .052 NOTE 0: NOTE 5: PRE-ENGINEERED ROOF w MIN. GAUGE, GUTTERS SHALL BE 5" SEAMLESS, 0.6. STYLE W/ ALL WATER SHIELD PER PRE-ENGINEERED OVERLAY PRE-ENGINEERED SCISSOR TRUSSES W/ 12" MIN. HEEL UNIT 4 9 UNIT 5 0 DUET CLUSTER Q SHEET NUMBER MANUFACTURE 5 ROOF PLAN RELATED $ REQUIRED AGGE55ORIE5. LEADER5 SHALL BE MIN. ROOF TRU55E5 @ 24" O.G. ROOF TRU55E5 © 24" O.G. HE16HT5 (U.O.N.) @ 24" O.G. a �, SPEGIFIGATIONS TO (MODEL B— 1 15 ) (MODEL B— 15 ) ROOF PLAN 2 x3 , .027 GAUGE W/ GLIP5 i ANGHOR5. CAULK $ 5EAL ALL DE51ONED BY TRU55 EN61NEER DE5I6NED BY TRU55 ENGINEER DE516NED BY TRU55 1/411=11-0" Z MAINTAIN PRODUCT JOINTS. PITCH GUTTERS MIN. I/8"/FT. PROVIDE P.Y.G. RECEPTORS WARRANTY ENGINEER � 8" ABOVE GRADE TO RECEIVE LEADER5 (GL05ED GAP DE516N). w B2 � 4 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I �� ®o �� 2020 NY5BG SECTION 106h-EXCEPTION 4: 48"MIN1p 48" MIN � 2 HOUR FIRE RATED RE515TANGE WALL ASSEMBLY MAY TERMINATE OPTION#2 Z W AT UNDER5IDE ROOF 5HEATHIN6 IF FIRE RETARDANT TREATED 2020 NY5BG 5EGTION SECURE ROOF 51�ATHIN6 TO G-RUNNER TRACK LL1CC ,, 5HEATHINC7 15 IN5TALLED FOR A D15TANGE OF 4'-0"ON BOTH 51DE5 106.6-EXCEPTION 4: 2"G-RUNNER TRAGK2"-CAULK FOR OPTION#1 2 ^ o WALL,RATING - 2 HIS. SMOKE TIGHT JOINT OVER OF 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY 2 HOUR FIRE RATED RESISTANCE FINISH RATING - 120 MIN. WALL A55EMBLY MAY TERMINATE AT METAL EDGE FLA5HINGU 3 q b" 4b THE UNDER5IDE OF ROOF NON-RATED OPTION#2 OD r ' U a0i STC RATING - 61 (SEE ITEM 7� 5HEATHING PROVIDED THE ROOF 15 5EGURE WALL 5HEATHIN6 TO V 0- 1. PROTECTED WITH 5/8'TYPE "X" G-RUNNER TRACK TYPICAL ROOFING Z N 6YP5UM BOARD DIRECTLY BENEATH ROOF TRU55 U XK- EXA V THE UNDERSIDE OF ROOF 5HEATHIN6 U 4-d -+- 5 AND 15 5UPPORTED BY 2"LED6ER5 cv ATTACHED TO THE 51DE5 OF ROOF RAKE BOARD -TYP - - - - N 2' H STUD TRACK AN -- _ -__- _--_-___ ____ ______ -- •- v� FRAMING FOR A MINIMUM OF _ _ _ �n_Z _ f"- ^•� ;?-�` G NULK FOR SMOKE 1`16H OPTI N #2 015TANGE OF 4'-0"ON BOTH 51DE5 TYPICAL SIDING Fx �x Z U Q,5 ('� :?! ': OF 2 HOUR FIRE RATED RE515TANGE L L O i w co c C`"', _ ......._t:.�...•..,.. ,.. ' ROOF TRU55E5 @ 24"O.G. WALL A55EMBLY.ALLOW NO HIDDEN METAL FLA5HING: U Q o c5 Ct . ...... ,..•. "... -- .............. `--..... ..�--.................... ..............__,..,..,,..,. J 11�IT OVER OF 2 1,• s I„ .;-."; .. ^^-....... 2x4 STUDS CONTINUED TO IDE 1 " 12"VERTICALLY d 12"HORIZONTALLY �' ..._ r....- :„ ------- RL70F SHEATHING HOUROPENIFIREIN ROOF HITHIN RATED RESISTANCE WALL ❑ U co a�^o a .....� ---...... . - ,� A55EMBLY EACH SIDE.MINIMUM 755rHAN 2x4 LEDGERS W/ Cl) ., S.^ n co •1 :s �x :., .:;: I OPT.#2(TYP ' i OF 5HIN6LE TO BE N5TALLED 0 z 2"x2"x2 y2"LON6 a 1�I AI SPACE EA SID WM .063 U56 ALUMINUM ti r REATED PLYWOOD 5HT6 : BREAKAWAY GLIP5 OUT, IF LOWER ROOF 15 _ `I" AIR SPACE. ' C�YP. BD. OR MINERAL 0"BELOW HIGHER ROOF 5HEATHIN6ROOF , WOOL FIRE BLOGKI FING ASW CLIPS OR .O/o3 USCF CONFIGURATION A 3 1/2„ (R-'13) J5ATT -- - - .063 U56 ALUMINUM Z ALUM ANC�L� CLIPS x�-----------Txx'r----------- BREAKAWAY GLIPS o k_APOSE'DTOFIRE E��t{�M AREA cif.-TA.K+�, ION, t1�AT..;i._SIS'?E:ONLY - • • '- -- '- I" AIR SPACE � � � � q TRACK F- <r-ti•y r'"`1 ; . s�'t ti ._.` f'•`\ SCREWED BAGDK TO BACK I"AIR SPACE " I"AIR SPACE 2 : r TYPE X 5HAFTLINER, TER PROOF I/2"GYP.BD (� t� ,� , ` 4 2 PIECES G.P.T GK I FIREGUARD DOUBLE H-STUD TRACK 5GREWED FILL I" CAVITY AT FLOORS AND INISH ON BOTH Z ' ww#w. w ` ' _ ` BACK TO BACK GEILIN6 BOARDS W/FIBER F O wwwwa:l I_ wwww,w w w s =1-wwwww_�k..._,,,,,. :•:::::......:.:... W/6YF'. BOARD OR MINERAL SIDES AND ED6E5 wwwwwwww ��- '' WOOL FIRE BLOCKING I" AIR 5PAGE . �.............................. .. ........ ... �_. "_ 2 H-STUD TRACK , r- - .-..................................---....... .. -_ �...._. ...---......_..._._ ... - (2) PIECES 6 P TOU6HROGK , . _. ..:_..., _ _ FIREGUARD TYPE "X" 5HAFTLINER . ..... _ ,...,,��--......3 7.....___..*n Vie................... __... i }_la...__._.......... .�j........_____ '.+f,..t o ._...__........_ .�...--._ ,. , : - _ o m L '.; WATER PROOF BOARDS W/ Z I ,'�'•,1 % 1,1+•. T••'� Li -r1 , _ _ 2x4 P.T. 5►LL PLATE 1 \• I, �\• , •,r{ , 1 F�•1F rM 1..4 .,. 4..{ 1 , F Jl � ❑ !. �.,: `......: ................1 k:.................................----..:a...�.••---........ 'e'.. �r ....... ......._. , -- - .... . � -.�.. f=1R5T FLOOR w � *� ' 3.'4'r AIS, Sf'A(l.' �,,� �.f , _t�. `�\ 4" T - 3/ �6 05B 5U5FLOOR - GLUED d ��,ED _ RUN _ RIM J015T PER FLR J015T MANUF. OPTION#I ,•� , �" 2020 NY5BG 5EGTION 106.6-EXCEPTION 4: GONTINUOU5 BETWEEN wM JO15T5 PER PLAN FILL I"CAVITY AT FLOORS AND CEILING W/ ROOF TRU55 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY �' C� ,;R1 ' 1 �''Vr �_ PLATES AT EXTERIOR `` _ _ GYP.BOARD OR MINERAL WOOL FIRE TERMINATE AT UNDER5I0E ROOF 5HEATHIN6 IF FIRE RETARDANT t = WALL .,,V::,��\, i = _ (2) 2x4 P.T. SILL PLATE BLOCKING .063 U56 BREAKAWAY CLIPS BOT}-I IDES OF 2 HOUR FIRE RAINUM TREATED 5HEATHIN6 15 FTED RE5 5 ANGE WAL�AS�EMBLY O EXPOSED TO �')t:tk;�'itE:}'�1 �'.fTFE...R:��: - ^ . _.... � W 314" (R-13)CLOSED CELL SPRAY FOAM INSUL "� ANCHOR 80LT5 (14" LONG + OPTION#2 W AIR S€,�,� -� �� AIR 5�'11C• ...............r; ALONG INSIDE FACE OF FIND.WALL5-FULL HT 4 ;; ° 3" HOOK,b" MIN EMBEDMENT) OR 2020 NY5BG 5EGTION 1066-EXCEPTION 4: C0 �" OR DRAPED BLANKET IN50LATION a i E i i ° 2 HOUR FIRE RATED RE515TANCE WALL A55EMBLY MAY TERMINATE AT ADHESIVE ANCHORS W/3X3 X14 --' 2 HR FIRE RESISTANCE -�� r, ,. . :\ �.• r;s �..Y... WASH L ®24" 0 fi ERP /C. THE UNDERSIDE OF ROOF " , SHEATHING PROVIDED THE ROOF (� i/{, r;�:' I (I)#4 HORIZ.REBAR ° ❑ 15 PROTECTED WITH 5/S TYPE X 6YP5UM BOARD DIRECTLY BENEATH ✓�, I ''`-,k :. 'S \`,',fie r%; ; I'r; ; ° . I THE UNDER51DE OF ROOF 5HEATHIN6 AND I5 5UPPORTED BY 2 ,-'•,. . . . \. :. �, :i i' !f'i/+! ,•-\ # - =J -µ�` RATED WALL ASSEMBLY DETAIL " w O ;fy; : ,; ;, j ,, ; (I) 4 HORIZ.REBAR® MID BASEMENT Q LED6ER5 ATTACHED TO THE 51DE5 OF ROOF FRAMING FOR A MINIMUM �� -:•- HEIGHT OF WALL STORY ° OF D15TANGE OF 4'-0"ON BOTH SIDES OF 2 HOUR FIRE RATED =7A FW2 RE515TANGE WALL A55EMBLY.ALLOW NO OPENIN65 IN ROOF WITHIN F� _' N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOGATI ONS " F�1 ti ,, L "� r .1. I " 4-O OF 2 HOUR FIRE RATED RE515TANGE WALL A55EM13LY EACH "� 12 FOUNDATION WALL ON 24 xl2 TYPICAL BASEMENT SEAS \./ P.G. FOOTING • � 4'F.C.PGSLAB(MIN.2500 P51 SIDE.MINIMUM GLA55 B ROOF SHINGLE TO BE INSTALLED. - ,4 ° d GONG) r■ '1u'. y I ,.• . , ,,: ! ;<< ;`,t.�tw 3 `'ti.. -• ° 'A06 MIL.POLYETI�LENE STG RATING # r a I` x :, r ' ; : E YAPOR BARRIER OPTION 1 • _h `�' I'' 2020 NY5BG 5EGTION 106h EXCEPTION 4 . TAMP d FILL TJ 95�DEN51T( - , � \:-..� ti `'� , � ;✓ f,; ` USG BROCHURE 5A100 (FIRE RESISTANT ` 'r!`f'' ! ,' •, __ I ,. . \i;� I y/ ;' f'�, L° 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY TERMINATE AT # H U _ A55EMBLIE5) Z 4 ►..; l: �, , S • ,,; ', •, :`I 1 �'; -{!, . ° °. d OPTION 2 ' -� �•: f'' -' ° LU ° UNDERSIDE ROOF 5HEATHIN6 IF FIRE RETARDANT TREATED SHEATHING Z ° ° 2020 NY5BG SECTION 1066-EXCEPTION 4: d ° I " HOUR FIRE RATED PAGE 22(AREA SEPARATION WALL ;y ` \5� ,k ; ; }; : <<•,t� � ` 1 °- 15 INSTALLED FOR A DISTANCE OF 4-0ON BOTH SIDES OF 2 HOUR 2 RE5115TANGE WALL ,.A? L�_ ��1.. • % i s5,^t,'.:,,\.; r.. ° d ° 5Y5TEM5) FIRE RATED RESISTANCE WALL ASSEMBLY ASSEMBLY MAY TERMINATE AT THE � L T:'Et?'± '_. sE.C:YL�� ° - - TEST #UL DE5 U341 WER51DE OF ROOF NON-RATED O -1 4g° 4Pj" SHEATHING PROVIDED THE ROOF 15 HORIZONTAL #4 ° ° AGOU5TIGAL PERFORMANCE = 5TG 60 PROTECTED WITH 5/8"TYPE "X"6YP5UM ° d TEST#RAL-TL-88-350 BOARD DIRECTLY BENEATH THE ° ° BASED ON 2x4 FRAME WITH MIN. 3" UNDERSIDE OF ROOF 5HEATHIN6 AND 15 MINERAL WOOL BATT AT EACH 51DE X5UPPORTED BY 2"LEDGER5 ATTACHED TO SEPARATION WALL: (Max Height - 66 ft) THE 51DE5 OF ROOF FRAMING FOR A 2 HR FIRE RESISTANCE SECTION 1206.3 OF 2020 NY5BG- WALLS, MINIMUM OF P15TANGE OF 4'-0"ON BOTH PARTITIONS AND FLOOR/GEILIN6 2' H STUD TRACK ANP 51DE5 OF 2 HOUR FIRE RATED RE515TANGE I. Floor, Intermediate or To I^lall -- 2 in. wide channel Sha ed with I in. Ion le 5 formed from No. 25 M56 alv Steel, Secured with Suitable G ULK FOR SMOKE: T16H OPTION #2 Top p g g g ASSEMBLIES SEPARATING DWELLING WALL ASSEMBLY.ALLOW No OPENINGS IN fa5tener5 Spaced 24 in. OG. RATED WALL ASSEMBLY DETAIL !: I UNITS FROM EACH OTHER OR FROM J I T OVER ROOF WITHIN 4'-0" OF 2 HOUR FIRE RATED 2. Metal 5tud5 -- 5teel members formed from No. 25 M5G olv Steel having "H" -5ha ed flanged 5 aced 24 in. OG; overall depth 2 in. and PUBLIC OR 5ERVIGE AREAS SHALL HAVE 2x STU05 CONTINUED TO IDE Roof: ® 24"O.G. RE515TANGE WALL A55EMBLY EACH 5IDE. g p g p p N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOGATIONS Fw2 A 5TG OF 50 OR MORE. OT ROOF 5HEATHING MINIMUM GLASS B ROOF SHINGLE TO BE w � N flange width 1-3/8 in. IN5TALLED. Q N N N M '7 co - CO 3. 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; PROVIDED 5TG=60 I" AI� 5PAGE EA. 510 ❑ N N M M M into "H" -Shaped 5tud5. TEST #RAL-TL-88-3 50; STC = 60 G6G ING -- Type 5LX. TYPICAL FRAME WALLS (2)PIECES G.P.TOUGHROGK I" UNITED 5TATE5 6YP5UM GO --- Type 5LX FIREGUARD TYPE °x" SHAFTLINER, C-7YP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type 5LX. UNRATED WATER PRCOF BOARDS W/ WOOL FIRE BLOGKI Z WINDOW FIBER6LA55 FIN15H ON BOTH 51DE5 PROTECTED WALL: (Bearing or Nonbearin Wall) - - - _ _ AND ED6E5 ASW CLIPS OR .003 U36 z z z o z z g Z W a g ( g g ALUM ANOL.E CLIPS 0 0 0 P 0 0 Z J w Gi Z cn cn N a 2 HOUR FIRE RATED RESISTANCE I AIR SPACE > a ¢ �n cn Fn Fn ¢ Fn - 4. Wood 5tud5 -- Nom 2 by 4 in. max Spacing 24 in. OG. 5tud5 cro55 braced at mid-height where necessary for clip attachment. Min 3/4 in. _ _ WALL A55EMBLY 5HOWN HATGHED DOUBLE H-STUD TRAGK W of W m m Separation between wood framing and fire Separation wall. ✓ Lt SCREWED BACK TO BACK 4A. Steel 5tud5 -- (A5 an alternate to Item 4, not Shown) -- For Bearing Wall Rating - Gorro5ion protected Steel 5tud5, min No. 20 M56 2020W55C1%5HORIZOWALGORWITY: DOUBLE H-STUD TRACK 5GREwED FILL I" CAVITY AT FLOORS AND N kne,55) Steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) gaiv Steel or No. 20 M56 (0.033 in. thick) F"�"� ^T' X7MION1KALL 1 BACK TO BACK - CEILING W/GYP. BOARD OR MINERAL (0.032q in., min bare metal thiG � EXTERIOR wAL.To exT�rzIOR WALL o 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 UNRATED I" AIR 5PAGE 2" H-STUD TRACK STC, RATING Structural Members by the American Iron and Steel Institute. All design details enhancing the Structural integrity of the wall a55embly, including C� 2020 NY5BG 5EGTION 1065 WINDOW (2) PIECES 6.P.TOUGHROGK I" the axial design load of the si;uds, Shall be as specified by the steel Stud designer and/or producer, and shall meet the requirements of all „ „ USG BROCHURE 5A100 (FIRE RESISTANT a EXCEPTION #2 FIREGUARD TYPE X 5HAFTLINER 2x4 P.T. 51LL PLATE H 1---1 applicable local code agencies. The max stud Spacing of wall a55emblie5 Shall not exceed 24 in. OG. 5tud5 attached to floor and ceiling WATER PROOF BOARDS W/ - ASSEMBLIES) tracks with 1/2 in. Ion Type, 5-•12 Steel 5crew5 on both 5ide5 of 5tud5 or welded or bolted connection5 de5i ned in accordance with the UNSPRINKI-FRED BUILDINGS: ------ ----- - = GARAGE PAGE 22 (AREA SEPARATION WALL w g yp y g FIRE RETARDANT TREATED _ ___ FIBERGLASS FINISH ON BOTH SIDES = 5Y5TEM5) 2 A151 S ecification5. To and bottom tracks shat& consist Of steel members, min No. 20 M56 (0.032�i in., min bare metal thickness) Steel or min SHEATHING TO EXTEND 4'-O" ON - - --- 2020 NY513G 5EGTION 1065 AND EDGES UNEXGAVATED TYPICAL 0- p P TEST#UL DE5 U341 w } EXCEPTION #3 No. 20 656 (0.036 in. thick) poly Steel or No. 20 M56 (0.033 in. thick) primed Steel, that provide a Sound Structural connection between BOTH 51DE5 OF 2 HOUR FIRE -- - -- - GARAGE SLAB o Steel studs, and to ad'acent o55emblie5 Such aS a floor, Ceiling, and/or other walls. Attached to floor and Coiling a55emblie5 with Steel RATED RESISTANCE WALL BUILDINGS EQUIPPED W/NEPA 13 OR #4"P.G.SLAB(MIN.3500 PSI CONGJ W w g g ASSEMBLY AND OFFSET WALL NFPA 13R 5PRINKLER: ° f REINFORCED WITH bxb,to/lo ww.M. ACOUSTICAL PERFORMANCE 5TG 60 Q w fa5tener5 5 aced not greater than 24 in. O.G. 5tud5 Cro55-braced with Stud framing at midhei ht where nece55ar for Clip attachment. Min 1 I_ II FIRE RETARDANT TREATED 5HEATHING I a� a •TAMP b FILL TO 95`M DENSITY TEST#RAL-TL-88-350 0 = Q p g g 9 y p 4'-0" MIN. 4'-0" MIN. (U#4 HORIZ.REBAR ° 'SLOPE GARAGE SLAB Dowty 2" BASED ON 2x4 FRAME WITH MIN. 3" � ❑ 3/4 in. Separation between Steel framing and area Separation wall. Finish rating has not been evaluated for Steel 5tud5. AT 2 HOUR FIRE RATED RE515TANCE 5LOPE S GARAGE DOOR MINERAL WOOL BATT AT EACH NIDE Z I� 4B 5teel 5tud5 -- A5 an alternate to Items 4 and 4A for use in Configuration B only, not Shown) -- For Nonbearin Wall RatingChannel 2 HR FIRE RESISTANCE WALL AOF 2 HO END S" WIDE x FULL ►-� ' g y' g HEIGHT OF 2 HOUR FIRE RATED ° I I SECTION 1206.3 OF 2020 NYSBG- WALLS, to o Shaped, fabricated from min 25 M56 corrosion-protected Steel, min 3-1/2 in. wide, min I-I/4 in. flanges and I/4 in. return, Spaced a max of 24 RESISTANCE WALL ASSEMBLY d ti a �. PARTITIONS AND FLOOR/GEILING W in. OG. 5tud5 to be cut 3/8 to 3/4 in. le55 than a55embly height. Top and bottom tracks Shall be channel Shaped, fabricated from min 25 M56 RATED WALL ASSEMBLY DETAIL 2 ° Ro TEAMo�ER o�FROM PUBIN6LIG UNI 5 ❑ corrosion-protected Steel, min width to accommodate stud Size, with min I in. long Ieg5, attached to floor and ceiling with fa5tener5 24 in. OG ° - 5ERVIGE AREAS SHALL HAVE A 5TG OF 50 (� max. 5tud5 Gross-braced with Stud framing at miidheight where nece55ary for Clip attachment. Min 3/4 in. Separation between Steel framing and N.T.S. OFF-SET EXTERIOR WALLS FW2 OR MORE. �J area separation wall. Eini5h rclting has not been evaluated for Steel 5tud5. (1)#4 HORIZ.REBAR® MID 5. Gypsum Board -- GIa55ified or Uncla55ified -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. 6yp5um board attached to TYPICAL FRAME WALL 2 HOUR FIRE RATED HEIGHT OF WALL 5TORY ° a "Q ANCHOR BOLTS(14" PROVIDED STG=60 m RE515TANGE WALL A55EMBLY 5tud5 with 1-1/4 in. long Steel drywall nails Spaced 8 in. OG. Vertical joints located over 5tud5. (Optional) Joints covered with paper tape and LONG + 3" HOOK,e" MIN J SHOWN HATCHED ° EMBEDMENT) OR ADHE51VE Z a Q joint compound. Nail heads Covered with joint compound. d _ ANGHOR5 W/3"X3-xi. NOTE: UL #336 EXCEEDS CURRENT FIRE CODE C� ❑ 6. Attachment GIip5 -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. Ieg5. GIip5 secured with Type 5 5crew5 3/8 in. long to UNIT UNIT 12" FOUNDATION WALL ON 24"xl2" 11 5TANDARD5 AND REDUCES SOUND TRANSFER CA WASHER PL ® 24 0/G. � S �) "H" Studs and with Type W screws 1-I/4 in. long to wood framing through holes provided in clip. UNRATED WINDOWS P.G.FOOTING BETWEEN UNITS oG��oBER Cys 6A. Glip placement (Item 6) for Separation walls up to 23 ft high. Space clips a max of 10 ft OG vertically between wood framing and H AND DOORS 5tud5. 6B. Glip placement (Item 6) for Separation walls up to 44 ft high. Space GIip5 o5 de5cribed in Item 6A for upper 24 ft. Remaining wall area below requires Clips Spaced o max 5 ft OG vertically between wood framing and "H" 5tud5. L� _ _ ° W "n = ' _ - 6G. Clip placement (Item 6) for Separation walls up to 66 ft high: Space GIip5 o5 described in Item 6A for upper 24 ft. Space GIip5 05 - HORIZONTAL #4 ° 3810 described in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips spaced a max of 40 in. OG Vertically n ° dd d .- ,I.I . between wood framing and "H" studs. 8 UNRATED SIDING (TYP) ❑ 1. Non-Bearing Wall Partition Intersection -- (Optional) Two nominal 2 by 4 in. Stud or nominal 2 by 6 in. stud nailed together with two Sin. long 4'-0" MIN. 4'-0" MIN. UNITS 49 .... 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 nai15 Spaced a max 16 2020 NYSBG SECTION 106.5 EXCEPTION #3 UMBER in. OG. vertically. Intersection between artition wood studs to be flush with the 2 4 in. 5tud5. The wall partition wood 5tud5 are to be BUILDING5 EQUIPPED W/NFPA 13 OR NFPA 13 SPRINKLER: 2020 NY5B5 5EGTION 106.5 EXGEPTION #2 2 HR FIRE RESISTANCE y p P FIRE RETARDANT TREATED SHEATHING AT 2 HOUR FIRE RATED UNSPRINKLERED BUILDINGS: (MODEL B- l 15 ) w 2016023 framed with a second 2 4 in. wood Stud fastened with 3 in. Ion IOd nai15 s aced a max. 16 in. OG. vertically. Maximum one non-bearing wall RE515TANGE WALL A55EMBLY END &" WIDE x FULL HE16HT OF FIREWALL by g p y g FIRE RETARDANT TREATED SHEATHING TO EXTEND 4'-0" partition intersection per Stud cavity. Non-bearing wall partition Stud depth 5ha11 be at a minimum equal to the depth of the wall. 2 HR FIRE RESISTANCE ON BOTH 51DE5 OF 2 HOUR FIRE RATED RE515TANGE RATED WALL ASSEMBLY DETAIL 5 Q SHEET NUMBER WALL ASSEMBLY � 5 0 (MODEL.Bearing the ONUL Classification Mark RATED WALL ASSEMBLY DETAIL 3 N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIS Fw2Z . B- 15 ) " t' W� 2 USG AREA SEPARATION WALL SYSTEM UL# U336; U)Last Updated on 2010-10-21 N.T.S. AT FLUSH CONDITION Fl"� TEST #RAL-TL-88-350; STC = 60 W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED