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HomeMy WebLinkAbout46739-Z �guFFOlkc Town of Southold �o� oGy 8/31/2022 P.O.Box 1179 in 53095 Main Rd Southold,New York 11971 rr•.tt.`u`l.Ylr� CERTIFICATE OF OCCUPANCY No: 43390 Date: 8/31/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 25 Farmstead Ct Unit 47,Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-21 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/13/2021 pursuant to which Building Permit No. 46739 dated 8/25/2021 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement,covered porch, screened porch and attached garage as applied for. nit 47 The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0101 7/1/2022 ELECTRICAL CERTIFICATE NO. 46739 7/28/2022 PLUMBERS CERTIFICATION DATED 8/1/2022 A folk mbing Co tractors Inc Au i d Signature fill/( TOWN OF SOUTHOLD a Gyp BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE "o • 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#: 46739 Date: 8/25/2021 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per SCHD & Planning approvals. (Unit#47, B model) At premises located at: 25 Farmstead Ct Unit 47, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-2-21 Pursuant to application dated 8/13/2021 and approved by the Building Inspector. To expire on 2/24/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,787.60 CO-NEW DWELLING $50.00 Total: $1,837.60 Building Inspector SOUI��I 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.devlina-town.southold.ny.us Southold,NY 11971-0959 a olyC4UM`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 25 Farmstead Ct Unit 47 city:Cutchogue st: NY zip: 11935 Building Permit#: 46739 Section: 102.1 Block: 2 Lot: 21 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 Surrey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 53 Ceiling Fixtures 24 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 5 Wall Fixtures 6 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 24 Heat Detectors 1 Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights 12' Dryer Recpt GaS Emergency Fixtures Time Clocks Disconnect 2 Switches 36 4'LED Exit Fixtures Pump Other Equipment: Fridge, Oven, DW, Micro/ Hood, Car Charger Outlet, W/D Notes: New House Inspector Signature: Date: July 29, 2022 S.Devlin-Cert Electrical Compliance Form OF SO��4. �p�� alts •, Town Hall Annex 61 Telephone(631)765-1802 54375 Main Road � Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q 1�r�0UNTV,���a BUILDING DEPARTMENT TOWN OF SOU THOLD CERTIFICATION Date:^_211 Building Permit No. LA\ 13 9 Owner: \1M r7 j L.L C (Please print) /� Plumber: A 10 Se c—��0 K Olt �C�.�`}�Qcc1' �-� C. (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this_ S day of A-l.tj - , 20�_�-- 4W — Notary Public, S41 County AN',NA i=1nRM% Notary Public,State of New York Reg.No.01r-163683C Qualified in Suffolk County CommissioriExpi,S5 �7 9 o�aoF snaTyo� * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 urm, = Y I=NSPECTION [ ] FOUNDATION 1 ST [ ROUGH PL13G. [ ] F UNDATION 2ND = [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &-CHIMNEY " [ ] FIRE'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:, - �°� tic vo-et � v!s `s Lsv DATE 12j 2-271 27;0�' I INSPECTOR i OF SOUIyo L4 7 2� # # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm,��' 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 [ LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: . 1 _ �j,�t U A-k - I . �s � �. o- 1,../ ¢r DATE INSPECTOR F0 so Ll to 7 34ri -olm ai4l 6-j --4t-- lt7 # * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] 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 [ ] RENTAL REMARKS: 0 Aa v i �-1441 / A)� P trola e IA S'Lal DATE INSPECTOR ` --- * # TOWN OF SOUTHOLD BUILDING DEPT. �O • �O `ycou631-765-1802 INSPECTI N [ UNDATION IST [ ] RO H PL13G. [ FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING FINAL IIT [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL [ ] PRE C/O [ ] RENTAL REMARKS: DATE 10Lv INSPECTOR GRCH ARCHITECTURE PG 37550 EXPRESS DRIVE .SOUTH SUITE 202 ISLANDIA, NY 11749 WWW GRCHARCHITECTURE.COM (631)864-3395 May 5,2022 Town of Southold Building Department. 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Michael Verity Chief Building Inspector and John J.Jarski Senior Building Inspector Re: Harvest Pointe,Cutchogue NY 11935 Unit 47_25 Farmstead Ct. Permit No.46739 Insulation A visual site inspection was performed on May 5th,2022 to unit 47 to confirm batt insulation installed in walls and vaulted ceilings,is in conformance with approved architectural documents.The wall insulation as installed is approved. Respectfully submitted, 'ED ARc o,ef-RT cy�'S�j�` ALF �.A Glen erveny, AIA,LEED'AP Prin ' al 9�FOF NE ��O GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH 'M SUITE 202 -e ISLANDIA, NY 11749 WWW.(3RCHARCHITECTURE.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#47—Permit#46739 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. RVeitted, D ARL, 0 jERr C& GA, LEED AP P '9).. 023810- 0 SOF NE�� GRCH ARCHITECTURE PC . 3750 EXPRESS )DRIVE SOUTH SUITE 202 ISL.ANDIA, NY 11749 WW ARCHARCHITECTURE.COM (631)864-3395 May 01, 2022 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit#47—Permit#46739 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. (re es ectfully ubmitted, ,��FtED Af?o e0eERT CyF CA Cherveny,AIA, LEED AP 'n ipal "9 023811 Q T�OF NE��I 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 s 20 Feldland Street, Bohemia, NY 11716• (631) 563-1298 - Fax: (631).563-2954 GRCH ARCHITECTURE IAC i 5750 ExPREss DRivE SOUTH SUITE 202 ISL.ANDIA, NY 11749 WWW-GRCHARCHITECT RE.COM 631864-3395 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 3tion produc s noted below have been selected for their flame/smoke spread properties to meet the requirements of the New Y rk State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 %" (provided±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed C ll 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. Draped Foundation Wall Insulation Bllanket (Residential Code Section R302.10.1 Insulation materials, inc uding facing shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not o exceed 45 . Provided/ Installed: "Ec)touch FlarrSpread 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 OSSRT 0/.,, Glen Cherve y IA, LEED AP Principal 1 9NN 02381 �oQ- OF NE's Home Energy Rating Certificate Property HERS Juniper B - Unit 47 Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2022-07-27 Rating Number: MC121 25 Farmstead Ct Registry ID: 022649439 Cutchogue , NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 55 Efficient Home Comparison: 45% Better Heating 51.6 $104 7% General information Cooling 1.0 $58 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 24.9 $1093 79% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $120 9% Mechanical Systems Features Total 89.4 $1389 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: 73 cfm, 23.2 watts. 2015 IECC ERI Programmable Thermostat Heat=Yes; Cool=Yes ECCC New York State 2020 Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA C2.30 w Type U Value: 0.320, SHGC: 0.300 Above Grade Walls R-21.0 te n Rate 1196 CFM50 (2.30 ACH50) Foundation Walls R-13.0 ethod Blower door Michael Fauci 1,196 CFM x 60Min/Hr=71,760 / 31,155ft^ 0 Energy Testing Services Lights and Appliance Features 1648 Locust Ave, Unit E Interior Fluor Lighting (%) 0.0 Oven Fuel Natural gas Bohemia, NY, 11716 Interior LED Lighting (%) 100.0 ryer Fuel Natural gas 631-244-2627 Ext. 105 Refrigerator(kWh/yr) 623 Clothes Dryer CEF 2.32 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. NY-ECCC 2020 Certificate 25 Farmstead Ct, Cutchogue, NY 11935 (Building Envelope Insulation Ceiling R-37.7 Above Grade Walls R-21.0 Foundation Walls R-13.0 Exposed Floor NA Slab R-0.0 Edge, R-0.0 Under Infiltration Htg: 1196 Clg: 1196 CFM50 Duct NA Total Duct Leakage 25.00 CFM @ 25 Pascals Window Data U-Factor SHGC ff Window 0.320 0.300 I Mechanical Equipment _ HEAT: Fuel-fired air distribution, Natural gas, 95.0 AFUE. COOL: Air conditioner, Electric, 16.0 SEER. DHW: Conventional, Natural gas, 0.69 EF, 75.0 Gal. HERS Index: 55 .�, Builder or Design P fessional Signature �--_ REM/Rate Residential Energy Analysis and Rating Software A 6.0.6 Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 25 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: 85 OF CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System' Primary: Yes ✓❑No❑ Tyne: FurnaceW❑Boiler❑Heat PumpQ Other❑ t z Venting Type 3 Drat S iSp_ IIag i_ llaQe CO CO E tcienc Fuel Tvpe pCircle Type) Pascal (Worst Case (Natural) (Worst Case atural Rating:95.0 N❑✓ P❑OSE[] N❑1v0M❑S_0 N/A Pa. Pass❑✓ Fail❑ Pass✓❑Fail❑ N/A PPM N/A PPM Water Heater Primary: Yes ❑✓ Type: Standard Tank ✓DIndirect Tankless El Size: 75.0 Style Common Vent No F Instantaneous❑Commercial (See Note 5 below) (Gallons) ° Stand Alone Q s z Venting Type 3 Drat Sin llage Spillage(Natural) CO CO Efficiency Fuel Type (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.69 N❑✓ P❑O❑E0 N❑M❑S ZW N/A Pa. Pass[Z]Fail❑ Pass✓[Faill] N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes Q No❑ Oven CO z PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal z Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. {Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: �- Date: 2022-07-28 wrightsoft� Manual S Compliance Report 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 Infs • For: Unit 47-25 Farmstead Ct., Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 15312 Btuh Entering coil DB: 75.7°F Outdoor design WB: 71.0°F Latent gain: 2546 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 17858 Btuh Indoor RH: 50% Estimated airflow: 700 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 700 cfm Sensible capacity: 14700 Btuh 96% of load Latent capacity: 6300 Btuh 247% of load Total capacity: 21000 Btuh 118% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 30808 Btuh Entering coil DB: 62.97 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 ry� Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ACCK...Rimor Model B MAN JSD\Rimor Model B MAN JSD.rup Calc=MJ8 Front Door faces: W ' Residenti,alPlans Examiner Review • Form ACCKa orHVACSystem Design • • — 15 Mar 09 at gconb�dAmalM Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): Model B (Juniper), Entire House HVAC LOADCALCULATION41 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature: 68 'F North,east,west,South,Northeast,Northwest,Southeast,southwest Total heat loss: 30808 Btuh Number of bedrooms: 2 Conditioned floor area: 3306 ft2 Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 °F Windows Roof Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 10.0 ft Sensible heat gain: 17400 Btuh Internal shade: none Eeve Blinds,drapes,etc. Latent heat gain: 2894 Btuh Depth Window Total heat gain: 20294 Btuh Number of skylights: 0 HVAC EQUIPMENT • ,1 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: SplitAC Heating cfm: 638 Furnace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 700 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE92 SEER 16+ Fan'srated external static pressurefor design airflow Heating output capacity: 36800 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh DISTRIBUTIONHVAC DUCT 1 .1 Design airflow: 700 cfm Longest supply duct: 201 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 144 It 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 build ing 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 ' ''Wrightsoft• Ri ht-Suite®Universal 2018 18.0.32 RSU20066 Load Short Form Job: wrightsoft" Date: Jul 22,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com roje c t.I nf6rrnon For: Unit 47-25 Farmstead Ct., Cutchogue, NY 11935 Design In1fdrniation 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 Clg AVF (ftz) (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. i 2022-Jul-22 14:38:57 �, -> -wrighitSS®ft" Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 Arck...Rimor Model B 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. - -wrigF>ttsoft® 2022-Jul-22 14:38:57 aw,.Mr­M+u+n...ic��a Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 fICM...Rimor Model B MAN JSD\Rimor Model B MAN JSD.rup Calc=MJ8 Front Door faces: W - Pro ect Summar Job: wri htsaft � Y Date: Jul zz,zozz 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 47-25 Farmstead Ct., Cutchogue, NY 11935 N otes: Design Information Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 'F Outside db 83 °F Inside db 68 of 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 ACCA to meet all requirements of Manual J 8th Ed. - wringhtsofft'° 2022-Jul-22 14:38:57 '�� •��.• 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 7' 127 cfm IL_71' cfm 159 cfm M bath M bed Living adiab LN Hall K6 cfm WICi WIC2 WIC 791 cfm Launrb- Dining 8 cfm 30 m Stair 2 6" Bath 2 8 cfm K7 cfm Foyer Garage 12 0" Kitchen 100 cfm Bed 2 5 T K96 cfm 1 &1 8 cfm Breakfast Job#: Energy Testing Services LLC Scale: 1 :93 Performed by Energy Testing Services L... Page 1 1648-AUnit 47-25 Farmstead Ct Bohemia, Locust Ave Righ18 0 32 RSU20 616 018 Bohemia,NY 1-262 2022-Jul-2214:39:08 Cutchogue,NY 11935 Phone:631-244-2627 ..ANJSD�RimorModel BMAN JSD.rup r.b.delfino@energytestingservices.com N Level 1 2MAO 1 11211 ' " ------------- e' i 6c adiabati60 0" 280" 219 cfm ISM x16 Make up air 56 Star 0 16 x 16 CFM Skuttle c m 9 model 2161 6' 20 6" 23 0" 2' 1 0 5' Job#: Energy Testing Services LLC Scale:'1 :93 Performed by Energy Testing Services L... Page Unit 47-25 Farmstead Ct. 1648-A Locust Ave Righ;Su e@ Universal ersal 2018 Bohemia,NY 11716 Cutchogue,NY 11935 Phone:631-244-2627 2022-Jul-22 14:39:08 ANJSD1RimorMode BMANJSD.rup r.b.delfino@energytestingservices.com ervri htsofi: Duct System Summary Job: g 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 P*oject 100mation For: Unit 47-25 Farmstead Ct., Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.006/0.004 in H2O 0.006/0.004 in H2O Lowest friction rate 0.003 in/100ft 0.003 in/100ft Actual air flow 638 cfm 700 cfm Total effective length (TEL) 344 ft $.upply Brahch. De4ailTable 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 0 h 1182 33 7 0.003 5.0 OX 0 MtFx 22.0 165.0 St1 o •jy`Trulhk DetaAlTabip 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 ^' uan.•re,i.M�..,.„,m„p,., Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ACCA...Rimor Model B MAN JSD1Rimor Model 8 MAN JSD.rup Calc=MJ8 Front Door faces: W 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 • - 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 wrigh tSOft® 2022-Jul-22 14:38:57 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 ACCA...Rimor Model B MAN JSD\Rimor Model B MAN JSD.rup Calc=MJ8 Front Door faces: W OFFICE LOCATION: _ MAHANG ADDRESS: Town Hall AnnexS® j. P.O.Box 1179 54375 State Route 25 �a Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) ' Southold,NY Telephone:631765-1938 ' '. www.southoldtowuny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 7, 2022 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 47—68, 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 site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these fourteen (14) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer SCOTT A. RUSSELL rs'4°- .` � 1rs, MICHAEL M. COLLINS, P.E. SUPERVISOR `w r:ae TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 ® Fax. (631)-765—9015 i.ALL.COLLINS rrt1T(71Vi�'501(T1dUlf31v1'llS 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. 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H ------------------------- c FOUITDATION-(2ND) :. 77 Zz Ro rdkCn Gam. s�.� j 0.l �n lo4vite ROUGH FRA1ViING:& .•, '. y 9.: PLUIVIBIN0.* l �,.'. 'a's J6 .' INSULATION.PER N.Y. STATE ENERGY CODE i oc FINAL' ADDZTIONA ,C.ONMENTS'. 1A Z i��ooSuffo1 t�oGy TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy s Telephone(631) 765-1802 Fax (631) 765-9502 htti)s://www.southoldtowrmy.gov �=dor Sao:r For Office Use Only Date Received 13 q PERMIT NO. Building Inspector: � � V � i Applications and forms must be filled out in their entirety.Incomplete applications A�� 1 3 2021 T will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. � D�r�DEPT -APPLICATION-FOR BUILDING PERMIT Date: `3 TOCrT O JOT�'40�� OWNER(S)OF PROPERTY: Name: Rimor Development Tax Ma #:SCTM#1000- 102.01 - 02- 0.) Physical Add ress: as Phone#: 631-678-2667 Email: teamalia65@gmai . om Mailing Address: CONTACT PERSON: Name:Henry Alia Mailing Address: P013=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 E�aiEmail: teamalia65@gmaii.com DESCRIPTION.OF PROPOSED CONSTRUCTION 2New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Esti r�ted Cost of Project: ❑Other $ d`�yI, C)bd 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-resitdential Date of Purchase: Name of Former Owner: 1 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? 2Yes ❑No IF YES, PROVIDE A COPY. 9 Check Box After Reading:' The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit pursuant to authorized' spectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor ct' n 2 .45 of theNew York State Penal Law. Application Submitted By(print n e Anry AJQ 2Authorize Agen ❑Owner Signature of Applicant: Date: s'3 2.4 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 riATMMstration HERRY PIRONE BLIC,STATE O1✓NEW YORK PROPERTY OWNER AUTHOR No. 01P16389308 (Where the applicant is not the wneroualified 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 UIL®ING DEPARTMENT- Electrical Inspector _ SEP 2 2021 TOWN OF SOUTHOL® Town Hall Annex - 54375 Main Road - PO Sox 1179 r Southold, New York 11971-0959 '` a�tT+rlephone (631) 765-1802 - FAX (631) 765-9502 'r ` " roper.richert(@town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: obl) Company Name: Uch-Li— Name: License No.: bb M email: eC �; �, C- Address: '� i L d Phone No.: JOS SITE INFORMATION: (All Information Required) Name: 1A a-ni ' fi k -if- "' CU .ii -f 'I-e— Address: Q t -likml n av III 35� Cross Street: j 0 5 L ci Phone No.: Bldg.Permit#: LIah 39 email: aL' Lej ; i Tax Map District: 1000 Section: ,c`J Block: C)).b Lot: p 6.-J-1 BRIEF DESCRIPTION OF WORK(Please Print Clearly) CIPcBe All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: iyo / NO Issued On tMa j Temp inforrnado (All information required) Service Size 3 Ph Size: �d A #Meters T� Old Meter# r ew Servl e - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection FormAs (t�/ �v 5��r Ot' - +> .� :131iLDING DEPARTMENT-Electrical.[Inspector �o �, TOWN OF SOUTHOL® d 2 .. SAF Towh Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 wo Telephone (631) 765-1802 - FAX (631) 765-9502 . t rocier.richertaltown.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: (� Company Name: l e Name: License No.: email: Co v Address: Phone No.: JOB SITE INFORMATION: (All Information Required) Name: Address: + Cross Street: i 0 5 L Phone No.. L �' Bldg.Permit#: g1ni 39 email; u'-' a w Tax Map District: 1000 Section: �� U Block: �].L Lot: p 1 BRIEF DESCRIPTION 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?: (';.'� / NO Issued On ��.� Tamp Infarmafl (All information required) Service Size -1 P 3 Ph Size: 1. A # Meters Old Meter# 11 ClewDServi e - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals(l 2 H Frame Pole Work done on Service? Y N Additional I nfotmation: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form.xis (�(t� PERMIT# j0dr ss: Switches Outlets �3 G F I's Surface Sconces HH's UC Lts Fans Fridge ( HW Exhaust I I 'I- Oven V4-T� r Wap Smokes DW Mini - Carbon l Micro I Generator. Combo 1 : ►t Cooktop Transfer . g AC- 1 AH Hood Service Amps Have Used Special: Comments: WEat �'G ;. BUILDING DEPARTMENT- Electrical Inspector {' y TOWN OF SOUTHOLD 155 Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 :� � }? Telephone (63.1) 765-1802-FAX(631) 765-9502 Temporary Certificate # )O B3 Date 2021 j Customer Name HARV 95'r?biN Electrician Name -)- Address 5 FAPmSTEA-D C+ ..r- jjNi* L4 Phone b e-mail e-mail M.T L YA-i-j qd Ca Phone License # S-700 M Sized A Phase - Overhead -Underground #of Meters Remarks I I - i # of Underground Laterals] 1 2 New "H" Frame or Pole; H P Fire Reconnect, i Was work done on Service? Y/N Flood Reconnect Old Meter#11 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 frim date above. Authorized by ' I I i i r Town Hall Annex 54375 Main Road G�,x` telephone(631).765-1802. P. O. Box 1179 b Fax(631)765-9502 F_<. - Southold, DIY 11971-0959 ' 1 BUILDING DEPARTME N. T NOTICE".OE:UTILIZATION OF TRUSS TYPE' C"ONS''RUC - TION PRE-ENGINEERED r::''. 10Ct CONSTRUCTION`dNDIOR`TIMY CONSTRUCTION Date: �- Location.-,6f. Property: "' ', Please Wo-rf0tice that thd-{cEieck-applicable lit e): New commercial.-or retsiclential:' fracture i ;` -� Addition to eXisfing--commerciat ar residetif<al strucf�sire R'ehabilitatipt :, o n existing'ceri M.,ercial or residehtiaii_structure •.'ifs}�'�1". , .',, 'l,:' to be.constr u tYed` :'r.=perfor`.med.at the subid6t1property reference above (chock appI' atiie'AnO.): 'Truss. y 'l - - ._tYP construction (TT) Q0,+_0/1 L Pre-en" ineered-wood construction (PW) i. 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S r:, Co'~j Suffolk _ County Department or Health fFAPproval 'or CQaisstetio?g4Ct- ,qer TilsSingle 1^ e ,a' ~ amily Reference No. Design Flow01 PROJECT NO.: ®®®� a Use(s) �Z�����r� _�+�� - These plans have been reviewer!far-general conformance with Suffolk DRAwRl BY: KCK County Department of 1.Lealth De ices standards, relating c=�at8r CHECKED BY: TFL suPpiY and sewage disposal. Pagarr�less of any omissions, DATE: _ inconsistencies or lack of detail, construction is required to bo in ac coPdance 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. 57- 8 - / CADD: 00026 5P �ppwal Date Reviewer SHEET NO.: RSvbvd Plan ApAroV®d /O- s- _ 2d20 S.C.D.H.S. APPROVAL 6QVJ Q.DLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 Health Department Ref.No. (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO UPDATE DATE 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. RNameof OR ALL RENEWALS AND TRANSFERS RENCE NUMBER: R10-17- �°'1 I D 1000 District Section Block Lot nt Applicant: l�imor Development LLC Tel#: (631) 735-9200 Mailing Address:PO Box 908, Cutehogue, NY 11935 Email Address:teamalia65@gmaii.com Name of Current Agent:Henry Alia Tel#: (631 67$2667 Mailing Address:PO Box 903, Cutchogue, NY 11935 Email Address:teamalia65Cgmail.eom 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 required SECT-0 2 FGIt TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: Tel#: I hereby transfer all rights and interest in the above referenced permit to-.the new applicant named above; Signature of Previous Applicant/Agent: Date: SECTION 3 FOR TRANSFERS WITHOUT PREVd®US APPLICANT/AGENT PERMIaSgGN Name of Previous Applicant's Architect/Engineer/Surveyor: Tel#: ( - I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me; for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: SECTION 4 FOR ALL RENEWALS AND TRANSFERS Application is hereby made to[ ]TRANSFER; RENEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereb cerdf th t I have examined this complete application and the statements therein are true and correct,and that all work shall be done in or ante i h al licable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a misde an ur an tdS21Q.45 of New York State Penal Law!' Signature of Current Applicant/Agent A Date az-0 Print Name of Current Applicant/Agent ' Title enry i% Agent/Project Manager DEPAR SE ONLY Permit is Transferred/REE; Until V — 23 Number of Bedrooms Approved Signature of Department Representative_ l --9 "� Date /a—IS —0-� WWM-104(Rev.02/12) LLnt4 /:;1-- 14 3 3 NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE N 36`54'18'W ^ PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE 186.52' NOT NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS.POOLS, h to PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. HARVEST POINTE HOME OWNERS h IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY ASSOCIATION DESIGNATION LINE 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 AFFM TO THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 0 1.0-p ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 13.2' C9 14.4' rn 3' o 8. Z 15.0 p COPIES OF THIS SURVEYMAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED C6 I N 15.3' �q Z SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. (� 16 2.0' 2.0' UNIT 48 UNIT 47 2.0' , 111 NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS % 1 1 1 OR RIGHT OF WAYS.IF ANY,NOT SHOWN ARE NOT CERTIFIED. fV FOUNDATION ONLY L+� 7Q PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE [TOP OF FOUNDATION=34.0] `r Z p- CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, '- I SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES. 5.4' I __ 2.1' 7 ' zR (- —--F I N COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS I cc RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, a 3.4' I I GARAGE I 3.3' RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED W W W p�.5' i GARAGE I I IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR. e - 6 2.5' I I I °� THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL CO r' M c 18,7' o N MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER N M N O LLQ O ^. 0 18.5' c� N g.3' PURPOSE. Lo CV Lo CO M 13.0' i n � � 0MO � ti � N � 070 NN � � o) DO Nti Lf) 'oto0 U) ti 04 II II No W W W W lJ V U) (gNfnN D' J fn ct (q � CO - e O O co O r O O O O � 'ct � Ln 1� O co zo � N r O p) T p 0 T ti 0 f` N � nj ti 0 p PROP.CURB NOV 1 6 2021 M (6 N co C'4 II co M N � M SWEET MEADOW I of J fn 0) Q' —1 Co LL) Ir .J U) CO D_ —J fn co of J R BUILDING DEPT COURT TOWN OF SOUTHOLD — - SUB PAVEMENT GRIFFING STREET I HARVEST 1� _. co b o Zo W N uu d W W lllaqla I POINTE LANE �.j, o 0 C) . - LID _ DO _ Lo _ Cti fL LC) p C» 10 I� v� CV � � � c0 L oto NM ~ NM ISM NM 11^ z It II II 0 00Nt 0 0 g MILLSTONE LANE S 38024'18" E Z -� M Lo M Lo j I O p I Q 456.62' cn z U) z f ,, o W o I-n lQ�a77 DYl Dk- o I z � 4g � Q O6 L6 Lo � I O M°' N Irn U I U) - _ 269.77' (ACTUAL) hof NEq/ 10-27-2021 FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED SURVEY S37004'40"E ,�Q� OAV►D p� O,P FOR UNITS 47 - 48 O� y Tfi UNIT DESGNATION MAP OF �L �_� �� HARVEST POINTE CONDOMINIUM 2 C7 FILE NO.: 490 FILED September 28, 2020 O SITUATED AT _, CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK NO.050 �J S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 021.000 8 022.000 sv NELSON & POPE n ENGINEERS & SURVEYORS V 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM DRAWN BY: VSI NP CADD No.:INDNIDUALS00026_I SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I DATE: 11-01-2021 PROJECT NO.: 00026 1"=30' HARVEST POINTE HOME OWNERS 3 NOTES: LPO ASSOCIATION DESIGNATION LINE THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE STO-2 N 36°54'18'W 00 NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, ST•1186.52' N Qi PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. — .a— _ _ / iso R/O CONCRETE O - h IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, ENCLOSURE CO 0-1 RIO CONCRETE PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7208,FOR ANY ENCLOSURE PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED W O- PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN REM IN ANY WAY.IF G CO K 17,0' AN ITEM BEARING THE SEAL,OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE J W p WZ W ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND s to THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH Wj o11.0'o COO S 1a .P ALTERATION,AND ASPECIFIC DESCRIPTION OF THE ALTERATION. Z O :-13.2' ui M 14.4' 8.:, c 15.0 p COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED C0J 0 � 1 ri 15.3' q SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. itl 2.0' I 2.0' NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS LU vi 2.0' UNIT 48 I UNIT 47 2.0'(6 OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. 1 STY FRAME RESIDENCE PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE aCD 1 CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, n F.FL. 34.2 H W SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS G.FL. 33.40:5OTHER THAN VISIBLE PERMANENT STRUCTURES. 5.4' I 2.1' 3.2'av) Z - n COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS,ALL RIGHTS of r I I Y RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, U I Z RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED z 2 6,'v 3.4' I GARAGE 1 3.3' ',1 tSl IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN U 2.5' i GARAGE I I GAS 2.0' J W W PERMISSION OF THE SURVEYOR. W W W 2 5' I I METER ¢ Z 0 00 cM j` GAS I c 18.7' o ELEC. -;t 4 M N O to METER 0 18.5' cli O 0. N O ni 9,3' METER Z Q - ELEC. 13.0' * 0) p (a LO t!0 - LO - °O N Ltd 00 N - M O METER W w 012.0'N U 7 o V M 00 ti ^ ° LO if o OD IN.O.H < uJw Q W� cD N N O VO � N 11 P_ cocoCV I,- W W CONC.WALK CON C WALK Wga� W>< (n (n N (n N W J W (n s— C.BOX DI E.BOX 11.0 OCODm p�6°O CONC.WALKcf) _C O M O i- O CD O ® ° EMH❑ t~n F- DI 7 U) E.BOXp®C.BOX !! O Ln V q 4) I�_ O &D M C C! -- C p) Opt o C4 r'-: M M c) N C7 O M B.B.CURB ED DROP CURB 1111 SWEET MEADOW I Q' .J 07 C7 Q' `J (/� Ln �' N (nom Q' J (nM J COURT — - SUB PAVEMENT (� GRIFFING STREET- !� I HARVEST <<� LO b c zo W w � w ;;,- w POINTE LANE 00 0 . 2 O LO 0 O � co � N � r- � Cfl W _ �` 2� rL -��rL � co N cN 1,- N co ISM � M V r g MILLSTONE LANE S 38024'18" E z —) M LO M w 456.62' (n z (n z o p 0 Lu �I< I O I- _ 4 o � ola 0 L6 Lo o I O p ti °' N I0 - O ~ fn LO � — _cj) 269.77' (ACTUAL) � ` OF NE'V� 10-27-2021 FOUNDATION LOCATION FINAL SURVEY S37°(]4'40"E ,�Q� "t0XVIO A O 01-25-2022 SANITARY AS-BUILT FOR UNITS 47 -48 CO �0� � 04-27-2022 FINAL SURVEY UNIT DESGNATION MAP OF HARVEST POINTE CONDOMINIUM 2 FILE NO.:490 FILED September 28,2020 SITUATED AT 0 I' = O CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK <� �O.0502'\ 2�� S.C.T.M.DISTRICT 1000,8E=0N 102.07,SUM 0200,LOTS 021.000 8=Wo SAND S� L NELSON + POPE I ��t�l� 7 ♦ engineers•awhitft-ft•surveyors I 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com DRAWN BY: NP CADD No.:INDIVIDUALS00046 S SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF 1 DATE: 05-04-2022 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 USEAND THEREFORE ARE 10'0 X 10' NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS. &12 L.P. PLANTING AREAS•ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. V. IT IS A VIOLATION OF NEWYORK STATE EDUCATION LAWARTICLE 145,INV. PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 28.67 29.8' 6"SDR-35 PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED INV. //PIPE,TYP.@ 2.59% PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF ST-2 O ST 29 66 L INV. 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 ELECTRIC ST-1 O I S 30.11 THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH PANEL INV• m CO IN MH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WITH CASTING 29.44 ON AT GRADE COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED N N INV.30.21 SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. ��?8• CO,TYP. INV• `' INV. NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS 31.11 31.15 OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. 1.0' -j A 1 C 0 14.4' Pn B UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED o J 13.2' L6 DIP c i 83'0 15.0' ZD 153' v AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. i.-,= � INV. �I r' W ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN O O o 0 2.0' 31.36 IF, Ui �J PLAN DATED 7/21118.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED A p p �p L�l;� y 1���p�/ c Z.O' �j TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS SUFFOLK COUNTY CIEPARTMENT OF f7=7�96,TH�'�7M ICES 02 'O 2.0' 131.35 2.0'( r THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. UNIT 48 1 UNIT 47 Z CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR FURTHER DESIGN. APPROVAL OF CONSTRUCTED WORKS FOR N � W• r 1 STY FRAME RESIDENCE w A SINGLE FA!�4ILY RESIDENCE PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE ^ y� 5.4' I 7Q CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, Date `'�1 0 0// H's'R,�C.p p v O-' n I t 1 2.1' 2 4 SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS .ilY I L Lf. Gf.7Y9J �� s I ED r---.�- 1 O m OTHER THAN VISIBLE PERMANENT STRUCTURES. and sup* at WS We 11en I 1 I 7 COPYRIGHTp NELSON 6 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS The sewage Cqw �/MMY YSA a 3.4' I GARAGE � 3.3' � N RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, Ur9pWW an&w wtftd by I6�0f Off' at ftr4 ID fO 2,5' � GARAGE� 1 � RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 1 I I IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 'lam �FOR A�Wju{]� NDp�, GAS L6 2.5' °� PERMISSION OF THE SURVEYOR. W ^•� 1V METER GAS a _ cl 18.5' ci 18.7' N 9-3' N METER ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT •J "• - W 13.0' T h SHOWN U 6 12.0' ALL SANITARY PIPING 4'&6'SDR-35.TYPICAL. ,Wj W !r W c1 Craig Knepper, P.E., Chief _ w W� fes`-' W' F- , 1 a� ¢�� L4W W ®F NE effice of Waste mv&Ael' 64 a'9 MCB �° I I ��� �U)I I v �Yo m`1 w ��; Q` Op ID pc,` 10" WATER MAIN w �G! -w-w- -w IN ems^' u -w-w-w w-�-w-�W wOf GAS SERVICE � �� 1 i- � ��� '-�•' �� � CB ELEC. SERVICE O•U502�3 SWEET MEADOW LW 1 ��. LAND 3; Sv COURT �� SUB PAVEMENT LW 1 v gI' /� �g JUN 0 A �aC 10-27-2021 FOUNDATION LOCATION SANITARY AS-CONST iKEIR�8V wic s 01-25-2022 SANITARY AS-BUILT FOR UNITS 47 - 8 ;7, SANITARY SYSTEM AS-BUILT TABLE UNIT DESGNATION MAP OF HARVEST POINTE CONDOMINIUM 2 STRUCTURE NAME TI E A TI E B FILE NO.:490 FILED September 28,2020 UNITS#47-48 SITUATED AT ST-1 27.8' 69.2' CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK ST-2 30.0' 74.3' S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 021.000 A 022.000 LP 33.7' 92.171 A ` NELSON + POPE J HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S 01 60 engineers"architects-surveyors UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com 47== - R10=17-0101_t_:,r 1,599 S.F. 363 S.F. 1,962 S.F. NP CADD No,;INDIVIDUALSURVEYS DRAWN BY: 48 R10-17-0102 1,599S.F. 363 S.F. 1,962 S.F. 00026 IS SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: •I OF 'I DATE: 02-09-2022 PROJECT NO.: 00026 ' =so' ' S fidi iC6 Uti4 7 PLUMBER CERTIFICATION ON LEAD CONTENT BEFOP CERTIFICATE OF OCCUPAA/ AP RO ,ED AS NOTED SOLDER USED IN WATER DATE:, - 02 B.P.# 38-� L4� 73 SUPPLY SYSTEM CANNOT FEE::/ EXCEED 2/10 OF i% LEAD. NOTI BIL 1.'G - ;RTMENT AT . 765-1802`?,8 AM T� - "M FOR THE ELECTRICAL FOLLOWING INSPCCT!ONS: INSPECTION REQUIRE® 1.: FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH'-.fRAMING & PLUMBING 3. L 7ION. TRUSS PLACARDING REQUIRED 4. FINAINA 7 L -. CONST?��:'';�N MUST BE.COMPLETE ALL CONSTRUCTI'DNi SHALL MEET THE REQUIREMENTS OF 1 HE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR -,DO-NOT PROCEED WITH DESIGN OR CONSTRUCTION ERRORS. RAl411NG UNTIL SURVEY QF;FQUNDATION LOCATION COMPLY WITH ALL CODES OF HASSEEN APPROVED. NEW YORK STATE & TOWN CODE, AS REQUIRED AND CONDITIONS Of Must provide Manuals v'0 7� ` I 0VVWNA__ D,J and S as per SOUTF'OLp TOW!')PLANNING BOARD NYS Energy Code TRUSTEES Blower door and ductwork OCCUPANCY OR testing required. JSE IS UNLAWFUL All exterior lighting NITHOUT CERTIFICr installed,replaced or )F OCCUPANCY repaired shall conform to Chapter 172 of the Town Code RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE, Fire separation required as per NYS Code RLUM13+NG. , t PLUMBING WASTE 4� f.' A7ER.LINES NEED NoRE COVERING Section R316 Foam Plastic TABLE R405.1 F- W BLE CODES: R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, Z PLANS ARE IN CONFORMANCE WITH THESE APPL CA draftsto s shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed R316.1 General. The provisions of this section shall govem the materials, design, application, construction and installation of foam plastic materials. Properties of Soil Classified According to the Unified Soil Classification System W ;,..� 0 R K STATE s ace into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall bear � 2020 RESIDENTIAL CODE OF NEW Y P the label of an a roved a enc showin the manufacturers name, the roduct listin roduct identification and information sufficient to determine that the UNIFIED SOIL VOLUME 2 0 20 EXISTING BUILDING C 0 D E 0 F NEW YORK STATE be provided in floor-ceiling assemblies under the following circumstances: PP 9 Y 9 P 9. P SOIL CLASSIFICATION SOIL DESCRIPTION DRAINAGE FROST HEAVE CHANGE U aj 2. Floor framing is constructed of truss-type open-web or perforated members. end use will comply with the requirements. GRouP SYSTEM POTENTIAL 2020 FIRE CODE OF NEW YORK STATE R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from SYMBOL CHARACTERISTICS POTENTIAL EXPANSION O U U w GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, GOOD LOW LOW Z V � � � 2020 MECHANICAL CODE OF NEW YORK STATE the interior of a building by an approved thermal barrier of not less than inch gypsum wallboard. LITTLE EL NO FINES R316.5.3 Attics. The thermal barrier s ecified in Section R 316.4 is not re uired where all of the followin a I GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, N 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 P q 9 PPY LITTLE OR NO FINES GOOD Low Low O i o rn ns 2020 PLUMBING C 0 D E 0 F NEW YC R K STATE gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is required by Section R807.1. GROUP I sW WELL GRADED SANDS, OR GRAVELLY SANDS, v � D E 0 F NEW YORK STATE AND N FPA 70 2. The space is entered only for purposes of repairs or maintenance. LITTLE OR NO FINES GOOD LOW LOW V � .� N 2020 PROPERTY MAINTENANCE CO Exceptions: 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/a inch SP POORLY GRADED SANDS, OR GRAVELLY SANDS, GOOD Low Low � •� 0 20 2 0 NEW YORK STATE ENERGY C 0 N S E RVATI 0 N C 0 N STR U CTI O 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 FINES I'Y = C N GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES G000 MEDIUM LOW E- � US�Z _ R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the perimeter joist space without the (A U a�.5 ro a RESIDENTIAL P ROVI S I 0 N S Section R303 thermal barrier specified in Section R316.4 subject to all of the following: sM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW Z Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not more than 3v inch. GC CLAYEY GRAVELS, GRAVEL SANG CLAY MIXTURES MEDIUM MEDIUM LOW 0 Q LU M M R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. sc CIAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM Low = � m SECTION R101 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in accordance ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, ❑ n o0 GENERAL Exceptions: with ASTM E 84 or UL 723. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW ( M co 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 SLIGHT PLASTICITY he 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. R101.2 The provisions oft Section R317 Protection of Wood and Wood-Based Products Against Decay CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, mofi ion of detached one and two fcCio dwellin s 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 GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM 2 replacement, repair, equipment, use and occupancy, location, removal and de t Y 9 avers a illumination of 6 footcandles 65 lux) over the area of the room at a height of 30 inches above the floor level. R317 All sills and plates on exterior foundation wall to be pressure preservatively treated in accordance with AWPA U1. eLAYs ro Low a 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 9 ( Foundation wood irders: wood irders seated in exterior foundation walls to have min. 1 2 inch air s ace all sides or ends wra ed with aluminum 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 9 9 / P PP stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing flashing. of the stairway. R317.1 Location required. Protection of 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 U1 for the species, product, preservative and end use. a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. R202 Definitions: Section R305 R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that fasteners and service openings. R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. Ceiling Height ZO - rams toilet rooms & laund 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 Mezzanine: An intermediate level or levels between the floor and ceiling of any story. R305.1 Minimum height. Minimum ceiling heights of 7'-0" in habitable rooms. Minimum ceiling heights of 6' 8" in bath o ry fasteners 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 - Windbome Debris Re ion: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the ultimate design wind Exceptions: usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be U 9 a of not less than 30 seed Vult is 130 m h or renter. 2. A shower or tub equipped with o showerhead shall have a ceiling height of not less than 6 feet 8 inches above an are 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 � P ( ) P 9 inches b 30 inches at the showerhead. draino e s stem. � Y that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall 9 Y asements containin habitable s ace shall be ermitted to roject to within 6 feet 4 inches of the r I less than 4 inches in hei ht with a stroke with Exce tion: A draino e s stem is not re uired where the foundation is installed on well drained round or sand ravel mixture with soils accordin � ' ins. an alternative to the re uirements in Section R301.1, the following standards are permitted subject to the limitations of this code 3. Beams, girders, ducts or other obstructions in b g p p P J be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each chs atter shoe be not g P g y q g g g R301.1.1 Alternative proves o As q U) ineered desi n is used in conjunction with these standards, the design :shall comply with the Building Code. finished floor. of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. Z and the limitations therein. Where erg g J 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 emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or purposes of glazing. other sign or means shall be used to identify the structure. Address identification shall be maintained. Section R406 Foundation Waterproofing and Dampprooffng OU e tion 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 R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior � R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of S c rdance with acce ted en ineerin ractice. The extent of such desi n need only the bottom exposed edge of the glazing is less than 60 inches above the floor. Section R321 Elevators and Platform Lifts spaces and floors below grade shall be dampproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement O conforming to this code, these elements shall be designed in acco p 9 9 P 9 1. Where the lazin is within 24 inches of either side of the door in the plane of the door in a closed position. LL. L J demonstrate cam liance of nonconventional elements with other applicable provisions and shall be compatible M�ith the performance of the conventional framed 9 9 R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall comply with ASME A17.1/CSA floor to the finished grade using a bituminous coating. P he hin a side of system. Engineered design in accordance with the International Building Code is permitted for buildings and sl:ructures, 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 o closed position and within 24 inches oft g B,�. M scope of this code. an in-swinging door. Re 321.2 Platform Lifts. Where rovided, latform lifts shall corn I with ASME A18.1. R406.3.3 Porous Fill. The s ace between the excavation and the foundation wall shall be backfilled with orous fill u to a hei ht of one-half of the backfill) O � r 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 P P PY P P P 9 Z heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. ❑ !� R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisiors of this code using the ultimate design wind walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. 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. R301.2(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 vapor retarder P4 o eet the re uirements of the lar a missile test of ASTM E1996 & 2. Glazing 36 inches or more measured horizontally from the walking surface. 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 R301.2.1.2 Protection of openings: Window glazing in windborne debris regions shall be protected t m q 9 ASTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or ANSI/DASMA 115. comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified foundation. ce tion: Wood structural anels with a thickness of not less than 7/16" and span not more than 8'-0" shat be permitted for opening protection. Panels Section R310 Emergency Escape and Rescue Openings floodways shall be designed and constructed in accordance with ASCE 24. R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". s p p 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 _i shall be recut and attached to the framing surrounding the opening. Panels shall be predrilled and secured with the attachment hardware provided. P enclosure that is useable sole) for vehicle arkin buildin access or limited store a rovided that such enclosure is not built so as to render the buildin UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE Y P 9. 9 9 P 9 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 F� AND RESCUE OPENING PER SECTION R310. (Egress window & window well) or structure in violation of this section. structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. n TABLE R301.2 1 e erable emer enc esca a and rescue o enin . R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing R502.4 Joists under bearing partitions: Provide 2x full depth blocking 0 48" o.c. max. where beam is not located under wall to allow for piping or vents. .\ / CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA R310.1 Emergency escape and rescue opening required. Basement shall have not less than on op 4 Y P P 9 appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section R322.2 or r+ The ends f each joist beam or irder shall have not I ss than 1 ' ches f ar w od r metal R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. The net clear R322.3. R502 6 o J g e 1/2 In o be mg on o 0 and not less than 3 inches of bearing t� T� ,� GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. on masonry or concrete or alternatively, the ends of joist shall be supported on a 1"x4" ribbon strip and shall be nailed to adjacent stud. ~ FLOOD Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct W DESIGNI REQUIR AYMENT Freezing Annual h II have a sill hei ht of not more than 44 inches SNOW o ra hical S ecial Wind DESIGN FROST LINE HAZARDS R310.2.2 endow sill height. Where a window is provided as the emergency escape and rescue opening, It s a g er service a ui ment is ermitted below the elevation re uired in Section R322.2 or R322.3 rovided that the are desi ned and installed to R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to band or rim joist. (n SPEED T pog p P TERMITE DECAY TEMP REQUIRED Index Temp systems; and oth q p p q p Y 9 LOAD (mph) Effects Wind bourne CATEGORY WEATHERING DEPTH above the floor; where the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2.3. revent water from enterin or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the effects of R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, p Region Debris R310.2.3 Window wells. The horizontal area of the window well sholl be not less than 9 square feet with a horizontal projection and width of not less than 36 P g buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or as shown on these pp � r h zone inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. drawings. V 1 p 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 R 322.1.7 Protection of water su I and sanita sewn e s stems. 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 ❑ 20 140 NO (B) SEVERE 36" MODERATE SLIGHT TO Yes X 1500 PPY ry 9 y O TO HEAVY MODERATE Degree:i the window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 inches, shall project not less than 3 inches of flood 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. from the wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. 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 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 required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. Section R506 Concrete Floors (On Ground) R301.2.1.4 Exposure category. or by an approved alternative method. R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the R506.1 Concrete slab on grades to be min 3-1/2 inches thick. P4 d uburban areas wooded areas or other terrain with numerous close) s aced obstructions having the size of single family dwellings Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance design flood elevation shall: U 1. Exposure B. Urban an s Y P with the United Soil Classification S stem, Grou I soils, as detailed in Table R405.1, R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete air crushed blast-furnace slag passing or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. Y P 1. Be used solely for parking of vehicles, building access or storage. a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. � 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.6 Hallways: min. 36" clear width. 2. Be rovided with flood o enin s that meet the followin criteria and are installed in accordance with Section R322.2.2.1: P P 9 9 Exception: Abase course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group 1 � 600 feet from the partially obstructed area. Includes flat open country and grassland. R311.7 Stairways 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. Ex osure D. Flat, unobstructed areas ex osed to wind flowing over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 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 is measured on the exterior of the enclosure walls. p P i 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 ~ feet from the unobstructed area. height. The clear width of the stairway at and below the handrail height, including treads and landings, shall be not less than 31 / inches where a R 322.2.2.1 Installation of o enin s. The walls of enclosed areas shall have o enin s installed such that: 0 handrail is installed on one side of 27 inches where handrails are provided on both sides. P 9 P 9 the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapolr retarder is not required for Garages, I- ( , R301.3 Sto Hei ht. The wind rovisions of this code shall a I to buildin s with sto hei hts not exceedin 11 feet 7 inches and the lateral) unsu orted R311,7,2 Headroom. The headroom in stairwa s shall be not less than 6 feet 8 inches. fl There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design utility buildings and other unheated accessory structures. Z �./ ry g p ppy g ry g 9 Y PP Y flood 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 R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 151 inches (12.58') between floor levels or landings. 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 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 R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. immediately under each opening. Section R602 Wood Wall Framing R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through R602.3(4). Wall sheathing � Chapter 6 are exceeded, Where the story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to U resist wind loads shall be in accordance with the Building Code. R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this shall be fastened direotly to framing members and shall confirm to the requirements of Table R602.3(3). R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 X inches shall be provided on stairways with solid risers. section. 0 R 322.3 Coastal hi h hazard areas includin V Zones and Coastal A Zones, where desi Hated Elevation re uirements. � R302.2 Townhouses. Common walls se aratin townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. 9 - ( 9 9 ) q P 9 - he wes onzon a R311.7.8.4 Continui Handrails for stairwa s shall be continuous for the full length of the flight with winders, at landings, or over lowest tread. 1. Buildings and structures erected within coastal high hazard areas and coastal A Zones, shall be elevated so that the bottom o t to 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 ty Y shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical Exceptions: structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in 1. Handrails shall be permitted to be interrupted by a newel post at the tum. floor elevation plus 1 foot or the design flood elevation, whichever is higher. TABLE R602.3(]� FASTENING SCHEDULE accordance with Section R302.4. 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 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 DIISCRIPTION FASTENING (a,b,c,d) TYYw E 1. Where a fire sprinkler system in accordance with Section P'2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall radius is not greater than 2q inches. Each tread shall have a depth of not less than Q inches at the walkline. All treads shall be identical, and the and Coastal A Zones shall be supported on pilings or columns. assembly tested in accordance with ASTM E 119 or UL 26:3. 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE $D COMMON. TOE NAIL 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 rise shall not be more than 9� inches. Headroom shall not be less than 6 feet 6 inches. Section R325 Mezzanines 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL assembl tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. R 311.8 Ramps. 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 y 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 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which ,� r` n n n TABLE R302.1 1 horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: 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 OVER PARTITIONS .. � � ,� ,� r_ N ro EXTERIOR WALLS Where it is technically infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units located. 4. CEILING JOIST TO FARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL ¢ N N N ri r� `o N �; MINIMUM MINIMUM FIRE horizontal (12.5 percent). R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. 5. COLLAR TIE TO RAFTERS o N N ri ri co .- EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 312.1 Guardrails: Porches, balconies, and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a 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 THREE 10D EACH FACE NAIL FIRE-RESISTANCE RATED 1 HOUR 0 feet sphere 4 inches or more in diameter. and posts. 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL WALLS NOT FIRE-RESISTANCE RATED o HouRs t5 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 Exceptions: 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. 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 RAFTERS TOE NAIL PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet t0 <5 feet of the followin 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 TABLE R302.1 2 9 enclosed space is not greater than 10 percent of the mezzanine area. 8. STUD TO STUD NO AT BWP ( ) 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 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with ( ) 16D COMMON AT 24"O.C. FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS position. Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL z z MINIMUM MINIMUM FIRE 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATIOI DISTANCE 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL 6 z cn cn " ° g FIRE-RESISTANCE RATED 1 HOUR 0 feet R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings on soil that consists primarily of clay or silt or have z z z O z z N � WALLS NOT FIRE-RESISTANCE RATED o HouRs 3 feet operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than any inorganic material or fill. 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0/C FACE NAIL O O O 1- O O z W the area required by Section R310.2.1. TABLE R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL > > > Lu > j a R302.2.3 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment ON EACH SIDE OF END JOINT (24"MIN LAP SPICE `� Section R313 Automatic Fre S rinkler S stems 3. Porch slabs, ste s and ora a slabs: 4000 si lus 5 to 7% air entrainment LENGTH TACH SIDE OF END JOINT) � � � w � � m m v deck or slab. The fire-resistance ratio shall extend the full len th of the wall or assembl , includin wall extensions throu h and se aratin attached enclosed P Y P 9 9 P P 9 9 Y 9 9 P 9 assessor structures. R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade plane shall be equipment throughout with an R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL R302.2.4 Para ets for townhouses. automatic sprinkler system. 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 o P N P2904 0 1. The parapet shall extend not less than 30 inches above the roof surfaces. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section R 403.1.3.6 Isolated concrete footin s. In detached one and two famil dwellin s that are three stories or less in hei ht and constructed with stud bearin walls, Exce tion: A aro et is not re uired in the preceding two cases where the roof covering complied with a minimum Class C rating as tested in accordance with or NFPA 13D. 9 Y 9 9 9 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL P P P q isolated plain concrete footings supporting columns or pedestals are permitted. N rials ora roved fire-relardant-treated wood for a distance of 4 feet on 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 FOUR 8D COMMON. TOE NAIL ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible mate pp 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 rd is installed direct) beneath the roof deckin or sheathin , su orted b not less throughout with an automatic sprinkler system. 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL each side of the wall or walls or one la er of 5 8 inch Type X gypsum boa y 9 9 PP Y 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 Y / R313.2.1 Desi n and installation. Automatic residential fire s rinkler s stems shall be desi ned and installed in accordance with Section P2904 or NFPA 13D. 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 9 P Y 9 the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and 21. JOIST TO SILL, TOP PIATE, 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. 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. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"0/C TOE NAIL Z W 3. A aro et is not required where roof surfaces adjacent to the wall or walls are at different elevations and •the higher roof is more than 30 inches above the Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the p p 27. BUILT UP GIRDERS AND BEAMS (2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their rating. The wall shall be rated for exposure from both sides. deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL V R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. exterior balconies and decks that are constructed of open wood joist construction. TABLE R404.1.2(1) 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and OJ O m Exceptions: Minimum Horizontal Reinforcement for Concrete Basement Walls ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior W Lu 1. Foundations supporting exterior walls or common walls. Section R314 Smoke Alarms MAXIMUM UNSUPPORTED 8D COMMON (SUBFLOOR) supports (see note f) W w W 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. HEIGHT of BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT I� _ than a 1-hour istin s. Smoke alarms shall be listed in accordance with UL 217, Combination smoke and carbon monoxide alarms shall be listed in accordance WALL (FEET) a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used fort- framing and sheathing v p 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 R314.1.1 L g fire-resistance ratio where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Buildin(J Code. Fire-resistance-rated floor/ceiling and with UL 2034. 58 ONE N0. 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 off 0.192" (20d common nail), Z 9 U wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from tie foundation to the underside of the roof R314.3 Location. Smoke alarms shall be installed in the following locations. AND ONE N0. 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 diametters of 0.142" or less. d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically � 4 sheathing. 1. In each sleeping room. >8 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF 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 " Exceptions: 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY 1.A fire-resistance rating of % hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NEPA 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or walls and 4 inches on center to gable end wall framing. � 7 13, shower. ❑ �` R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls W q g g alarm in a location required by Section R314.3. u.i Shall have an a ual or renter fire-resistance ratio . MINIMUM VERTICAL REINFORCEMENT BAR .i n co b-core steel doors not less than 1 3 8 inches thick, or 20 minute fire-rated doors, a ui ed with a self-closing device. Doors 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. SIZE AND SPACING INCHES R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus roof/ceiling assembly. 2x6 h � 0 R302.5.1 Opening Protection. Ho ey m / q PP ( ) 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: ►_ j: from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing device, 2, Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed 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 cooking appliance. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF Where designed by in accordance with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, O m No. 26 a e sheet steel or other a roved material and shall not have openings into the garage. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH z z 9 9 PP 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. (FEET) (FEET) Do not backfill witn 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 maxirrnum wall height of 18 feet when ui Dwellin - arae fire se aration. The arae shall be se rated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. R302.6 g g g p 9 9 Pa 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with WALL THICKNESS (INCHES) Z I o I with Table R702.3.5. The wall se aration rovisions of Table R302.6 shall nota ply to garage walls that are 12 R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at comeirs and intersections with bearing U o o cn Attachment of gypsum board sha I c mp y P P P 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 $ to perpendicular to the adjacent dwelling unit wall. 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 � individual dwelling unit. 8 7 NR NR NR than 2 inches nominal thickness and have a width not less than the width of the studs. W - - 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 9 8 5 ® 41 NR NR type X gypsum board Section R315 Carbon Monoxide Alarms to s s ® 41 5 ® 22 NR R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Nlotching & bored hole limitations for C1 _ 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 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 p13E��_`' ' to ed index of not renter than 450. Tested in accordance with ASTM E84 or UL 723. R315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fire Code of NYS. framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-10d nails E- % ,,���.�, C� finishes shall have a smoke deve p g R302.11 Fre blocking shall be provided in wood-framed construction in the following locations: NR denotes no reinforcing required. each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) < k `.. Z_ 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 1Y" clear from inside face of walls. The center of bars shall not vary from this by more than 3>3 inch. "` t . 1.1 Vertically at the ceiling and floor levels. ` W r 1.2 Horizontally at intervals not exceeding 10 feet. ¢t ncealed vertical and horizontals aces such as occur at soffits, dro ceilin s and cove ceilings. w /. 2. At interconnections between co p P 9 L J �� 3. In concealed s aces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. P �� _ 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 products of combustion, The material filing this annular space shall not be required to meet the ASTM E 136 requirements. ...: 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 6. Fre blocking of comites of atwo-family dwelling is required at the line of dwelling unit separation. R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, flreblocking shall consist of the t .c. :. .•r _. 016 0 2 3 following materials. 1. Two-inch nominal lumber. 2. Two thicknesses of 1" nominal lumber with broken lap joints. W 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. UNIT 4 7 UNIT 4 8 T SHEET NUMBER 2 4. One thickness of 3/4 inch particleboard with joints basked by 3/4 inch particleboard. 5. One half inch gypsum board. 6. One quarter inch cement based millboard. (M O D EL B 15 ) (M O D EL B 2) 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 W COPYRIGHT GRCH ARCHITECTUIRE P.C. 2017: ALL RIGHTS RESERVED TRUSS IDENTIFICATION SIGN in W TABLE x602.3(3) 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, crowlspace walls and the perimeter of P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS LLI Z C , Requirements1"-1 slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulation's thermal performance. methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD ULTIMATE DESIGN 1. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND OR TIMBER CONSTRUCTION Z) 8 MINIMUM NAIL PANEL NAIL WIND SPEED V utt The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. PP PP ' SPACING (mph) N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or other approved party and posted on a wall in the where the 2. A flashing of an approved elastomeric material. REFLECTIVE RED 6` DIA. O 4� 3 MINIMUM MINIMUM MAXIMUM WALL furnace is located, a utility room or an approved location inside the building. P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause (� WOOD NOMINAL PANEL STUD SPACING WIND EXPOSURE damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) #187 V 8- L1 SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) TABLE N 1102.1.2 (x402.1.2) (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. N Z PI 1 RATING (INCHES O.C.) (INCHES O.C.) Insulation and fenestration Requirements by Component \ / _ `i/ B C D 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. V CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL 3. Other approved materials. H � - C ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE U ■ V >N = - Sd 1.75 24/16 7/16 16 6 12 170 140 135 U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL Aplastic 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 z REFLECTIVE N o COMMON K R-VALUE index of 450 or less when tested in accordance with ASTM E84 or UL723. I \ _ 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 4 EXCEPT WHITE W +-+ in.2 > story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering MARINE 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 ` '() "= C - Section T101 Scope 1/4" Z i ac j to rn practice. N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1/2" x M Cl) 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 U Q o ea 00 x802.11 Rafter p Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 Co For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B extend over the top of the wall plate to the outer edge of plate without compression. The reduction of insulation from the requirements of Section ❑ V <i co Span (ft) 12 18 24 28 32 36 42 48 N1102.1.2 shall be limited to 500 sf (46 ms) or 20 percent of the total insulated ceiling area, whichever is less. Solar-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 W m 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,WITH A STROKE WIDTH TEN OF 1/2*LL THE SIGN BACKGROUND SHALL O REFLECTIVE WHITE IN weatherstri ed 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 (� Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. PP q Section T103 Solar-Read Zone MATCHING SYSTEM(PMS)X187. a Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table y SECTION 1265.4.SIGN OR SYMBOL R702.3.5.1 Screw fastening. for attaching gypsum board and P4 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. 9 THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED 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 Solar-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 OR " P ( ) with conditioned basements shall be insulated from the to of the basement wall down to 10 feet (3048 mm) areas as required b the International Fire Code. New multiple single-family dwelling townhouses three stories or less in height above rade lane and with TO THE EXTERIOR E THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN TY R702.4 Ceramic Tile. N1102.2.9 (x402.2.9) Basement walls. Walls associatedp q Y P 9 Y 9 ( ) - 9 9 P SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC 80X,OR IF THE U11UTY wall panels in shower area shall be of materials listed in Table R702.4.2, 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 R702.4.2 Backer boards. Materials used as backers for wall file in tub and shower areas and p below grade or to the basement floor, whichever is less. Walls associatedq and installed in accordance with the manufacturers recommendations. is insulated in accordance with Section N1102.1.2 and N1102.2.8. (13.94m2). The solar-ready zone shall be composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 mz) exclusive TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR 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 TABLE R702.4.2 doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. 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. I-_ MATERIALSTANDARD TABLE N1102.4.1.1 (R402.4.1.1) T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar WOOD ROOF TRUSS SPECIFICATIONS: GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 Air Barrier and Insulation Installation electric installation and shall be labeled 'For Future Solar Electric'. The reserved space shall be positioned at the opposite (load) end from the input feeder ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. W FIBER REINFORCED GYPSUM PANELS ASTM C 1278 location or main circuit location. NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. (- THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. BOLE; 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. � NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. Z 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 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: 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 (EQUATION 16-8) TABLE R703.8.1 GAPS IN THE AIR BARRIER SEALED. E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet D + L (EQUATION 16-9) Allowable Spans for steel lintels supporting masonry veneer ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL is required for each car space in a garage. BE SEALED. D + S (EQUATION 16-10) O SIZE OF STEEL ANGLE NO STORY ONE STORY two STORIES E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D + .6W (EQUATION 16-12) Ll. Ln a,c (inches) ABOVE ABOVE ABOVE WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. M D + 0.75 (.6W) + 0.75 S EQUATION 16-13 O ` ' J THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. a L3x3x1/4 6'-O" 4'-6" 3'-0" KNEE WALLS SHALL BE SEALED. 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 L4x3x1/4 8'-0' 5'-O" 4'-6" WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED 101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. I] L5x3.5x5/16 10'-0" 8'-0' 6'-O" DOORS SEALED. DESIGN LOADS: TABLE R301.7 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: F T L6x3.5x1/4 14'-0' 9'-6" 7'-O" RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE?-19 0 , TCDL = 15 PSF, F FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION THE FOLLOWING LIVE LOADS:GARAGE AND CANTILEVERED ALLOWABLE BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. a. Long leg of the angle shall be placed in a vertical position. FLOORS) ROOF: STRUCTURAL MEMBER DEFLECTION C. Minimum bearing to be 6". SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED GROUND SNOW LOAD 20PSF FROM FIGURE x301.2(6) TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". ��7 tSPACE SHALL BE SEALED. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE x 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 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section x703.7.3. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 244 POUNDS 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 LINES FOOT DEAD LOAD FOR ROOF FRAMING) 3:12 with no finished ceiling attached FOLLOWING INFORMATION: F-� 1. Minimum of 4 inches (102 mm) above the earth RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO to rafters 1, DEPTH, SLOPE (IF ANY), SPAN, AND SPACING, O R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or plastic with a minimum THE DRYWALL, AIRTIGHT AND IC RATED. FLOORS: 40 PSF 2. LOCATION B 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. / UNINHABITABLE ATTIC W/0 STORAGE: 10 PSF 4.1. TOP CHORD LNE LOAD OR SNOW LOAD. � w stud walls in accordance with Section x703.4. EXTERIOR WALL FROM THE SHOWERS AND TUBS. Floors and ceilings w/ brittle finish L/360 4.2. TOP CHORD DEAD LOAD. L j R703.8.2.2. co Support by roof construction. A steel angle shall be placed directly on top 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 consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other Structural members L/240 4.3. BOTTOM CHORD LIVE LOAD. 0 4.4. BOTTOM CHORD DEAD LOAD. Exterior walls with plaster or Stucco finish L/180 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A 4.6. CONTROLLING WIND LOADS. m _ anchored by the use of two 10d nails at every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel 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 Exterior walls with brittle finishes L/180 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. 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. ❑ �.T in SEISMIC DESIGN CATEGORY: f FROM FIGURE 301.2.2 (exempt 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 R703.8.4 Anchorage: Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metol ivies embedded in mortar or grout and extending in accordance with ASTM E 283 ata 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the Exterior walls with flexible finishes / ( ) 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 housing and the interior wall or ceiling covering. from seismic provisions of code per > R301.2.2) LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. fastener = Bid common nail. Airspace= Nominal 1" between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings Lintels supporting masonry veneer L/600 B. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. shall be spaced not more than 32` on center horizontally and 24 inches on center vertically. PRESUMPTVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. 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., (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. R401.4.1 ncludes soil classes: GW, GP, SW, SP, SM, SC, 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. 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 B THE TRUSS MEMBERS. 0 U 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 stems (x403) 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. C_ NOTE: Soils with cls or cls and silt will require a redesign = Systems Y y 9 9 WOOD FLOOR TRUSS SPECIFICATIONS: ~ inch in diameter. Weepholes shall be located immediately above the flashing. of buildinc footings. 4 'din shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 N 1103.1 (x403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. � R703.14.2 Fire Separation. Polypropylene siding P feet (3048 mm) to a building on another lot. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling ABBREVIATIONS . the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: r Exception: Walls perpendicular to the line used to determine the fire separation distance. ) disposal the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall D (EQUATION 16-8) Z �•/ R801.3 Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings g shall have a controlled method of water P asst from roofs Y programmed y 9 P P g ( ) 9 P P A.B. ANCHOR BOLT D + L (EQUATION 16-9) � 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. initial) be ro rammed b 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 than 78'F (26'C). A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT R.O. ROUGH OPENING R802.1.5.4 Labeling each piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 602.1.1. ADJ. ADJACENT ADJUSTABLEEA. R. D = DEAD LOAD, L = LIVE LOAD, U details. Rafters shall be framed not more than 1 � inches 38 mm offset from each other to ridge board or directly opposite from each other N1103.2 (x403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating stems shall ADJACENT/ADJUSTABLE EACH LVR. LOWER RISER R802.4.2 Framing ( ) PPY 9 9 PP 9 Ys A.F.T. ABOVE FINISH TREAD E.J. EXPANSION JOINT FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. ALUM. ALUMINUM L.T. LAUNDRY TUB RND ROUND O 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 ELEC. ELECTRICAL S.C. SAWCUT TCLL = 40 PSS, TCDL = 10 PSF, AND BCDL = 5 PSF 0 valleys and his there shall be a valley or hi rafter not less than 2 inch (51mm) nominal thickness and nol: 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 MAS. MASONRY y p y p MAT. MATERIAL SCHEM. SCHEMATIC Hi and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to ccrry 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 EQ. EQUAL MAX. MAXIMUM SHLF SHELF TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. P ARCH. ARCHITECTURAL 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 ARCHITEC U EQUIP EQUIPMENT p MDO MEDIUM DENSITY OVERLAY SHT. SHEET TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION, TRUSS DESIGN DRAWINGS SHALL INCLUDE THE 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 EXP. EXPANSION 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 MIN. MECHANICAL SIM. SIMILAR FOLLOWING INFORMATION: accepted engineering practices. BD. BOARD 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 (xceptio2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section M1601.4.1. EE. EACH END BLDG. BUILDING STL. STEEL 2. LOCATION OF ALL JOINTS. timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are Exceptions: BM BEAM M.O. MASONRY OPENING STRUCT. STRUCTURAL 3, REQUIRED BEARING WIDTHS. 4.1. TOP CHORD LNE LOAD OR SNOW LOAD. 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. BTM BOTTOM F/C FLOOR COVERING CHANGE MTL. METAL SUSP. SUSPENSION SLIDING GLASS DOOR 4.2. TOP CHORD DEAD LOAD. specifically considered. BLKG. BLOCKING SOD 1 based on nominal dimensions shall be supported lateral) b solid 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT 4.3. BOTTOM CHORD LIVE LOAD. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to b PP Y Y BRG. BEARING gQ, SQUARE or metal or a continuous 1 inch b 3 inch wood step 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. SDN. FOUNDATION (NTS) NOT TO SCALE 4.4. BOTTOM CHORD DEAD LOAD. � •- � blocking, diagonal bridging (wood ) Y P N1103.3.3 R403.3.3 Duct testingMandato Ducts shall be pressure tested to determine air leakage. BRK BRICK FLR. FLOOR Tg TOWEL BAR 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. I 8 feet. ( ) ( ry)' P 9 BSMT BASEMENT Connect with tecos for header N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105T (41'C) or below 55T (13'C) shall F. FIREPLACE T & G TONGUE AND GROVE 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. R802.9 Trimmer 'oust: single header and trimmer for openings up 10 4'-0` and doubled over 4' 0" unless otherwise noted on plan. C CL CENTER LINE F.R. FIRE RATED O.C. ON CENTER TGS TOP OF GRADE SLAB � 9 " 6. EACH REACTION FORCE AND DIRECTION. be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shall be sized in C.M.U. CONCRETE MASONRY UNIT FRM FRAME OPER. OPERATOR TFW TOP OF FOUNDATION WALL 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY joist spans of 6-0 and greater. 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 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, and insulation shall not block the free flow of air. Not less FT• FOOT / FEET TYp TYPICAL between the insulator and the roof sheathing and at the location of the vent. or other approved heating and cooling calculation methodologies. COL. COLUMN OPT. OPTIONAL 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER, than a 1 inch space shall be provided9 FTG FOOTING T TREAD N1103.6 (x403.6) 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. GA. GAUGE 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved GOND. CONDITION OZ. OUNCE TRPL TRIPLE 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. Section R807 Attic Access GALV. GALVANIZED 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 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 1/R ONE ROD 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. Z inches (762 mm) or greater over an area of not less than 30 square feet (2.8mx). The vertical height shall be measured from the top of the ceiling CONST. CONSTRUCTION G C GENERAL CONTRACTOR 1/S ONE SHELF U.N.O. UNLESS NOTED OTHERWISE CTSK. COUNTERSUNK GEN. GENERAL • DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE g z Section N1104 (x404) Electrical Power and Lighting Systems GYP. GYPSUM PC POURED CONCRETE VERT. VERTICAL INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DMDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. framing members to the underside of the roof framing members. C.O. CASED OPENING vi z cn vo N o_ The rough-framed opening shall be not less than 22 inches b 30 inches (559 mm by 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. GLUE LAM PBD. PARTICLE BOARD V.I.F. VERIFY IN FIELD WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEIUNG ASSEMBLIES UNDER THE z z z O z z Z H x 9 P g y CANT. CANTILEVER 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 tamps. C.T. CERAMIC TILE PL. PLATE WASHER FOLLOWING CIRCUMSTANCES: O W z � w Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the HGT. HEIGHT W PNL. PANEL WITH D `� `� ¢ - ¢ � access measured vertical) from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is CLG. CEILING HDWR. HARDWARE W D FLOOR FRAMING F CONSTRUCTED OF TRUSS-TYPE OPEN-MB-OR PERFORATED MEMBERS, HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD WOOD MATERIALS: DRAFfSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3 8 INCH WOOD STRUCTURAL PANELS. � � � w � � m m U y 9 qSection M1305 Appliance Access C.M. CROWN MOULD WD. / located in attics. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED 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 PR. PAIR WALKOUT D DRYER PROJ. PROJECT PROJECTED WO OR W/0 Section x902 Fire Classification replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to HDR. HEADER / WINDOW m Roofin coverin 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. PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. WNDW TYPICAL ROOF & FLOOR TRUSS NOTES: R 902.1 g g DBL. DOUBLE PSF POUNDS PER SQ.FT. s o allow removal SID DIAMETER N 4 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 t I I.D. INSIDE ET TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED W000 TRUSSES SHALL jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (91 ) PP DIA. DIAMETER P.T. PRESSURE TREATED required b this section to be listed shall be tested in accordance with UL 790 or STM E 108. of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and not more than 20 feet (6096 mm) long measured INGR. IN GROUND COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. roofing req y DTR. DIRECTION Rooftop mounted 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. DN DOWN INSUL. INSULATION QUAD. QUADRUPLE R 902.4 p p P Y P ' TRUSSES SHALL BE FABRICATED IN ACCORDANCE Willi 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 2',703. Class A, B or C photovoltaic panel system shall be installed in jurisdictions designated by low 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, DOOR INT. INTERIOR REF. REQUIRED INSURE TIGHT FITTING JOINTS. ident I.S. INSIDE CORNER REF. REFER TO REFERENCE * TRUSSES SHALL BE INSTALLED PLUMB IN 111E PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND 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. DW DISH WASHER RMS. ROOMS I- e degree bend and JT. JOINT REINF. REINFORCING REINFORCED METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE Z W R 903.2.1 Exposed wall flashing required to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. M 1502 Clothes dryer duct maximum length not to exceed 35 from the connection to the transition duct and reduced 2-1/2 inches for every 45 d g DWG. DRAWING Po 9 q specifications, to maintain product warranty. Car down front of fascia, min 4" 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and KSI KIPS PER SQUARE INCH LATERAL STABILITY N ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION BCSI GUIDE TO GOOD PRACTICE FOR 2 r R 905.1.2 An ice barrier/ water shield shall be installed per manufacturer'sp p y ry HANDLING, INSTAWNG & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. � ["� v 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. TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL 0- } higher. Ice protection requirements per table R301.2(ti). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less * 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 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 % BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. W o 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 inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected by shield plates that 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 > Y slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double PP 9 GRAPHIC SYMBOLS 0 underlayment 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 v o Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing member. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: R 905.2.5 Fasteners. Fast p g 5 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. gage [0.10 ( )] / STRUCTURAL CALL. REFERENCE - All applicable state & local codes, ordinances and regulations if any. 4 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. �1 o e sheathing. G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any DET 1 - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict W(/) 9 If less than /. inch (19.1 mm) thick, the fasteners shall penetrate through th s g compliance with manufacturer's specifications and / or recommendations. D w `-I' R 905.2.8.3 Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground DETAIL REFERENCE P g level. SHT inches 102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof � - General contractors and subcontractors to review these construction documents upon receipt from architect ( gutter. Where sidewall is provided on The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening 4 FLOOR FINISH CHANGE and report any and all discrepancies including any dimensional conflicts, immediately to architect for ❑ or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the g t 9 P 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 the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is g PP P P provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be termination clearance. O DOOR HARDWARE TYPE - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. W 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 V U provided in accordance with Section R703.7.2.2. DET _ _ _ DET R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be the building. BUILDING SECTION - The general notes and typical etads app hroughou he Io unless otherwise noted or s own. SHT SHT - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the ~ overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than Y4 inch (6.4 mm) below the roof sheathing _ z m Section G2439 614 Clothes Dryer Exhaust � PARTITION TYPE 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 ( ) ry adjustment before proceeding with the work. g Q deck at no more than 12 inches 305 mm) o.c. with fasteners as specified in Section R9O5.2.5. Underlayment shall be installed G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust systems shall be independent of all - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their Z over the drip edge along eaves and under the drip edge along rake edges. other systems and shall convey the moisture and any products of combustion to the outside of the building. construction shall be of the same character as for similar conditions that are shown or noted elsewhere on O o 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 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. WR 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 ' with manufacturer's and suppliers recommended installation procedures. U than 3 feet above the highest point where the chimney passes through the roof. Section P2607 Waterproofing of Openings F- y ���OU" �- 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 `' c,;, Section x1004 Factory-Built Fireplaces is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing ¢ O`� - c-• in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required es shall be listed and labeled and shall be installed in accordance with the conditions of the listing. 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 �'' �7`1 R 1004.1 Factory built fireplaces PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("RIEGULATIONS"), 8 NYCRR 69.5, ENTITLED = x. 'y 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 "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A U) rEz..t system has been specifically tested, listed and labeled for such use in accordance with UL 127. VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND (ITEM IN ANY WAY. _ j R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room F.. I ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. ❑ - is mechanically Energy Efficiency JO 616023 BER 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 cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 1`112) throughout te attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam thickness and installed R-value shall be listed on certification provided by the insulation installer. W UNIT 4 7I: UNIT 4 8 Q 1-1 2 SHEET NUMBER Z (MODEL B- 1 5 ) (MODEL B- 2 ) W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, CONNECT KIN6 STUDS TO TOP PLATE ~ 66-W X it MR ROOF FRAMIN6 WRAP 1-1/4"X22 6A.6ALV.COIL STRAP z c 1 TO W FAIR C6-w X 24"MN OF OPP 05N6 Rk'TERS OVER TOP OF TOP PLATE AND NAIL CRIPPLE 5TUD5 ^ 8 ATTACH'70 EACH PAIR 2x AGQ LEDGER H/2-3/8"x5" L.A(9 DBL TOP PLATE " Ib O.G. U � pF pppp; 5 ROOF � E301-1-5® 16"OG INTO 5TUD5 GEE PLAN SIMP50N SIMP50N STRON6-TIE PLAN2X BLOGKIN6R 0 4--), U U AT 2 END BAYS A35 ® EVERY RR 2X4 STUD WALL OR � 0) c CEILING JOIST OR C7 5LE A5LE ED� (. O W o ` 5MP50N 5TRaN5 ShP��ONI 6TRON15 ° ° - - TRU55 BOTTOM GHORD 51MP50N H2 CONNECTOR 0 EA. H- .�� 51N1P50N STRONG TIE H2 812 NAILS -TE W TE Ilk 51MPSON 51T20N6-TIE 0 ' NAILS PW STIW6 6KU CE ATTACHED TO EACH PAIR OF OPP05N6 RAS. ALTERNATE TO R106E 5TRAP: H3® EVERY RR RAFTER TO STUD AND KIN65 _ ■ rn TYP. Of.FPT10N:RDC SIRPPS ARE NOr RFL,F0 W1fN 66U AR TE5 OF PROVIDE 2X4 COLLAR TIE AT �' � p o UPPER THIRD OF THE ATTIC SPACE (WHEN ALIGNED) NOM14C a6 OR IYA UMITR ARE LOCATED N THE LPPER THRD Of RE '~ N} FOR USE WHEN 5TUD5 AND USE IN COMINATION ONLY WHEN 5TUD5 AND ATTIC SPACE MD AT rvo TO FACH PAIR 0=RAFTQRS W/4-iOd WUS W/4 IOd AT EACH RAFTER( C5-22 STRAP AT RAFf�S ALIGN 'RAFTERS DO NOT AL16N EACH STUD,SEE Z U X'� � L5U26 FOR 2xb R DETAIL 4 x-u)v Cl) L5U2b FOR 2x8,2x1O,OR 2x12 a O L C) Q o My FRAMED OP NI U _ � N .0 R WINE OR U co co C' TRAP DETAIL / MIDGE STRAP DETAIL 51MP5ON 5TRONG-TIE 2x4 5 2xb OR DOOR -RI D 7E LU2a a EVERY GJ 5T11D5® Ib O.G. (FOR CATH.GLC-5 WITHOUT COLLAR TIES) / (�)N�.T(WITH OR WITHOUT COLLAR TIES) N°SPECIAL FT 2x AGQ LEDGER W/3/6"x5" LAO CONNECTOR5 REQ tl r (�)N.TS. LOCATE AT EVisRY RA�FTLsR / LOCATE AT EVERY RAFTER BOLT® I6" OG INTO STUDS STRAPPING TO BE 1-114"X 22 6A. IN THIS AREA vlsr. SMP50N 5TRDN5 / 6ALV.,SEE DETAIL 4/DI.ALL 5TRAPPIN6 _TLE STRlXJC� TE lib / TO BEAR A MIN.OF 10"ON FRAMING. �- S 5r9ft W NALS TYP.9 ICP MAY CE m r APPL.ED / CABLE END WALL -TE W OR NOS OAR I/2"SivniNS K M / I- l�1`G I 1 �00� eo NAILSTYP. / �NT RAPP I NC DETAIL DETAIL AT ATTIG z FOR y STUDS p,Np USE IN COMBINATION ONLY WHEN STUDS AND I I AJ-16N O ALIGN OI I NTS• STRAPPING TO R1�I ONTO RIM JOIST,SEE 1 .Ii rl 1- DETAIL q/DI(ONE STORY)OR ONTO STUD = AT WALL BELOW(TWO STORY) R HURRI GANE TIES ko ROOD RAST N.TS. LOCATED AT EVERY ROOF RAFTER ZATT IG 5TRAPPINC DETAIL 5IvP50N PoSr GAP r 12 POR FRAME GONNEGTIONS o Ln M ffZgQ -A AT EM5 DI N-TS. I- ` ► J 2ND FLOOR PR -W 40R (2)2x 4-lbd FACE NAILS FROM z 6TRppx PROVIDE 3"X3i(6"X3"WASHER PLATE AT ALL ANCHOR BOLTS KING STUD INTO HEADER MST , 5ECURED BY WOOD SILL PLATES. / COATE. roo-oi LUMN P05T TOP ANGHOR START HREADEDPABOD W ANGHOPBO TS MAY BE USED IN LIEU OF w END LftTH / N.T.. LOCATE AT EVL�2Y GOla1MW 6tRDER CONNECTION Hj"" PROVIDE 3"Xb'CORN TALO.STEEL PLATE 1^V b-812 NAILS AT CORNERS AND INTER5EGT1N6 12"MIN r (4)NAILS Mid IN � � � WALLS. 3'XI2'X 036'TALOAT BUTT I STEEL PLATE W/ IN R"LENGTH (GYP.) I -NO NALS 1HALL.S WHERE 2-W NAILS TTHERE SINGLE PLATE OR NTS IN 1WADER 5I IOD NAILS EACH END PAT F/-i am BIW � J � 2Xb KIN6 5TUD5(LION), � EACH JACK STUD Lt7J6m � 24'MINIMUM LAP SPLICE ONE AT SPANS UP TO b FEET Off TWO FOR SPANS b TO 12 FEET 5/MP A307 ROD THREADED b"BOTH ENDS. THREE FOR 5PAN512 TO I6 FEET 2X6 JACK STUD5 N.O.N): O .. PRM aW MN.L3D BOTTOM J DKTANYx R EW6F 7/r LENC�m NAILS �I PRE-�W 3/4"AND I"ROD AT 51MP50N STEEL 5TRON6 WALL,SEE PLANS f2-IbD MIN.NAILS ONE AT SPANS<b G AT ALL SPLICES TWO AT SPANS FROM b'TO 12'EW THREE ATSPAN5>12' W W 12"MR ISTFLOOR N UNLESS NOTED OTHER115E ON PLANco SIMP50N P05T BASE 2'X3/e'X3'WA5HER PL W/NUT EACH 51DE Cl (4)NAL5 MN.IN i AE51) 4 OR ABU66,5EE PLAN UPPER STORY SHEAR 00 Cly • fz LtTlSTH(rn,) G5-22 COIL STRAP 1 - WALL TO 61RDER ALTERNATE ANCHOR BOLT DETAIL @XTRIOR WALL o W 0 F�OOR TO FLOOi� TICS I BELOW CONNECTION l FOR 5ET BAGK WALLS HDU HOLD-DOWNS AND STRONG WALL DOUBLE TOP WALL PLATE 5PLIGE DETAIL HEADER GONNGTION 4 LOCATED AT EVERY STUD I \ 1/2'0 HOOKED ANCHOR BOLT TUT' _ \ FOUNDATION MINIMUM e�emrENT OR EXPANSION I N T5• I.r�. (� I r } ' \ BOLT W/5'MINIMUM EMBEDMENT H T 5. NTS. 1.(T,�j, v OM- GOL 6TRAP5 Li w 61EATHINS PRDJDE Sd GOf,4AON(0.1� x 25'00)NALS. I \ (.OIL 9RA-,M OUTHIN6 PRP M 10d GalrtdON(OA x V LONG)NAL5. I \ \\ COLUMN P05T BOTTOM ANGHOR \ OKT.5.�LOCATE AT EVE=RY GOL L1MW 6TRDER CONNECTION f"fun " ALLOWABLE HOLES \ To fur Kta NA 812 NAIL®b 0/G AT ALL PANEL EDGES IGD NAIL® 24"0/G F- U \ IMM MWSTXWW 16DNAIL a24'0/G LVL Headers and Beams W AS fER WPLM. HIP RAFTER N6 OSB OR PLYWOOD W 51MP50N HGP HIP SHEATHING Microllam® LVL I �,� SEE PLAN INTERIOR 1.3E TimberStrand® and � (A}uAt 5 MIN N CORNER TIE LSL hole zone Parallame PSL 2 x diameter of the NOTE:WHERE 24'WIDE MINIMUM FULL W16HT I L2"UMTH( Y3 depth U WALL RETURN 15 PROVIDED AT ENDS OF I hole zo largest hole(minimum) 0 BRACED WALL LINE THE b"HOLDOWN MAY I Y° BE ELIMINATED. PROVIDE TWO(ONE AT EACH 13/4' 12" 'm ��) - SD NAIL®b"o/G SIDE)65-22 STRAPS PER DETAIL 4 IN LIEU OF I 51MP�_x7N BP WASHER ` J ° o AT All PANEL ED6E5 INTERIOR d - LSTA36 STRAPS 5HONN IN THE DETAIL. NAIL 5HEATHINS TO - - - SILL PLATE W 8d 2x AW 51LL PLATE. DOUBLE EXTERIOR 6YF'SUM BOARD o - - - - - - 0 0 NAILS 0 4'0/G SILL AT RU BASEMENI5 Microllam® LVL and Ix ID rur vKLEY 60 NAIL a 12'0/6 AT ALL Parallam®PSL 5/8 DIA.STEEL ANCHOR Ix 1 STM TO RIPrBt MEMBERS NOT AT PANEL EDGES J T'MINIMUM BOLTS MAX.2'-8'O.G.. - - - - - EMBEDMENT EXTEND BOLTS MIN.T'INTO G5 22 COIL STRAP i�DW allowed hole zone FON WITH T16KTENED NTT a middle Y3 span 3'x 3'WASHER TO EACH BOLT. (2)2 x 6 ACQ SfvV"LTP4 PLATE NALFD TO 15/32'056 OR e4 CONTINOIfS BAR PROVIDE TERMITE SHIELD 51LL SIL PLATE �" SfRVP IN51DE GORNER OUTSIDE CORNER L5TA36 WV 10-I0d NAILS SEAL AND MAINTAIN 8'MIN R�1 AM 5LL PLATE A I6"0/G AT FXxH RA Rx rrt� PLYWOOD SHEATHING d 1.3E TimberStrand® LSL allowed hole zone d r7 -7 r7 -7 INTO STM ABOVE AND LOCATED OF L FROM HMD TO FINISHED 6RADE BELOW(2 EACH GORIEW FROM TOP OF WALL NOT7_, VILLEY.w,Ic Mrit�GrS. PLAN VIEW PLAN VIEW MAL K PHt TIt%E»D WPLM H ,`'> o h � '- � � � General Notes o N N N M M co `\i U" Tail=sq" SEE FGINDATTON PLAN COIL STRAPS UNDER SHEATHIN6 PROVIDE:bd COMMON(0.131 x 25'LONG)NAILS.COIL EXTERIOR WALL TOP ��/�I/�L7 �/1D1.IGt� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded STRAPS OVER SHEATHING PROVIDE,IOd COMMON(0.131 x 3"LONG)NAILS. X GI I� V ISI EIS LAY-OVER OR FALSE VALLEY PLAT HIP GONNEGTI ON DEPTH HOLE SIZE headers and beams only. Y CORN R CONNECTORS TYPICAL ANCHOR BOLT STUD TO RIM JOIST TO SILL PLATE WALL I=RAMINC 5Y2" • Noholesiund Canty 5T'RAPPINC DETAIL 5Yz° 1%a" • No holes in cantilevers. 5TOR �} . I8 22 N.T.S. 7Ya"to 20" 2" • No holes in headers or beams in plank orientation. (f);�nd "I N.TS. N.T.5.OCATION AS NOTED N,TS. LOCATE AT EVERY STUD See illustration for Allowed Hole Zone DO NOT cut notch or drill . LOCATED AT EVERY GORNtR N.T.S.NT holes in headers except as Z U indicated in illustrations Z and tables. U a g a n 0 0 0 ° o o Z H w A MINIMUM OF TWO BRACED WALL LINES 04)ARE RECilUIRED IN EACH DIRECTION OF A BUILDING. 51-L'S SHALL NOT BE SPACED EX1T3•DED STROP AND WALL SHEAn" B(TT3 WALL fT F cn <n Q in g '' H- MORE THAN 60 FT APAHRT. WALLS WITHIN A BHL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BW_ BN-LOCAT10N5 ARE NOTE TO TGP OF PONY WN1 P Ili---��I I NOTE; TO Top OF PgJY WNL P L�-��I i w w w _j w w a N J INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE 2 FT MAX PONY WALL MAY BE IX ix 6W_,0N DTTIZ HADOWN AT 65-01T CRAGED A BRACED WALL PANEL(BHP)SHALL BE61N WITHIN 10 FEET of EACH END OF A BWL THE DISTANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER (I PLACED ON TOP OF HEADER w o m m U WALL LTD PANES(TYPE Al IDU A6 REl�UR1=D EDGE5 OF BMPS SHALL NOT 13E eREATER THAN 20 FEET. THE=RE SHALL BE A MINIMUM OF TWO BNP ON EACH BN-EXCEPT AT SII AT WNW WALL PETALS G APD D. WALLS(Ib FEET LONG MAY HAVE ONE 48'OR LONGER BNP. BNPS Ad2E TYPICALLY G5-WSP SHEATHED BRACED WALL PANELS (TYPE A)OR 6YP5UM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BHP TYPES A 3 V2'WIDE LVL WAVER(S1 PLOW o ®I s-0 NAILS AT DTT1Z AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTIN6 LEN6TH OF BHP 15 REQUIRED. GONTINU0U5 TO OUr51DE OF PANEL N ® BHP TYPES ARE INDICATED ON FLOOR PLAN5. o 3/b'0 THREADED ROD r//X/ V J ® G5-WISP CONTINUOUSLY SHEATHED BRACED HALL PANELS(TYPE A)5HALL MEET Z z THE MINIMUM LBJ6 OF TABLE'R602.105. NAIL 1(6'MINIMUM WALL CONTINUOUS 114"MIN DEEP HEADER N) < CONTINUOUS DE MIN DEEP HEADER TO � PR•1L M NOTE:WH92E 24'WIDE MINIMUM FULL HEI6Ht OUTSIDE KIN6 STUD(SEE PLOW 'Q OUTSIDE KING STUD(SEE FLAW Z WALL RETURN 15 PROVIDED AT ENDS OF SHEATHIN6 NTH bd NAIL5 0 6'O/G(EDOE5)AND 12'0/6(FIELD)AND PROVIDE 2X Lu HALL R BRACED WALL LINE THE NDS BLOCrJN6 AT ALL UNSUPPORTED PANEL ED6ES. PROVIDE 600 POUND HOLAOM FASTEN 1J'SHE4THIN6 TO HEADER IN FASTEN J'SHEATHING TO HEADER W/ HO-1,613 MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE bD NAILS 0 3"0/6 IN EACH DIRECTION 812 NAILS 0 3'0/G IN EACH DIREGTION W TRIM TOP OF PANEL A5 FWIV 0- EITHER A 24'MINIHVi1M FULL HEIGHT WALL RETURN OR A 48'MINIMUM BNP. SlN1Pr.�ON t.srA24 STRAP ON BOTH SIDES AND � 51NIPSON L5TA24 STRAP ON tNSHEATH� � 0- FACE EACH OF HEADER TO JACK STUD WV Ib-1012 NAILS FACE NV Ib-IOD NAILS T TABLE RbO2.105 MINIMUM LENGTH REGUIREMENT5 OF C5-W5P z z 6 1/4'505 SCREWS O W } CONTINUOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER W/2 Z FA5113t TOP PLATE TO HEADER W/2 Z J m ROWS OF Ibd NAILS 0 3'0/6 ROWS OF 16cI NAILS 0 3"0/G HALL MIN PANEL PBOTH SOS(4 STRAPS PANEL) ; HATCHED AREA INDIGATES LOCATION A Z 10'-0" HIP WIDTH OF FIRE RATED ROOF d W �..� WALL SHEATHING,4'-0" B2-5 ? o FROM GENTER OF 4'-0" 4'-O" RIDGES TO ALIGN F1REHALL-EACH SIDE (NO VENTING) MO VENTING) r ' U RIDGE VENT I RIDGE VENT Z V ' O � � 05 ti U �r"I U CNS rn b"AZEK TRIM BOARD I"x 8"AZEK RAKE ''= N} mNz — GUTTERS dLEADERS I 3"AZEK TRIM Z U ,n ALL 6UTTER5 d LEADERS SHALL BE BAKED 12 HARDIPLANK HO O L x M WHITE ALUMINUM .032"MIN.GAUGE,GUTTERS q U c o � My SHALL BE 5"SEAMLESS,O.G.STYLE hU ALL CLAP 51DIN6 12 12 GUTTERS d LEADERS RELATED +E REQUIRED ACCESSORIES. LEADERS q q ALL GUTTERS +E LEADERS SHALL BE BAKED ❑ U r~i 00 SHALL BE MIN.2"x3",.027"GAUGE W/CLIPS d WINDOW 12 WHITE ALUMINUM .032"MIN.GAUGE,GUTTERSry ANCHORS. CAULK +E SEAL ALL JOINTS. PITCH +/- I I SHALL BE 5"SEAMLESS,O.G.STYLE t^U ALL M b"HIGH BLIND RELATED d REQUIRED ACCESSORIES. LEADERS 6UTTER5 MIN. I/S"/FT.PROVIDE P.Y.G. _ -____ FLASHING SHALL BE MIN.2"x3",.021"GAUGE W/CLIPS d n- RECEPTORS 8"ABOVE 6RADE TO RECEIVE 12 12 LEADERS(GL05ED GAP DESIGN). +/- I I +/- I I AUTHORS. CAULK d SEAL ALL JOINTS. PITCH GUTTERS MIN. i/8"/FT'.PROVIDE P.V.G. .� 2446 RECEPTORS 8"ABOVE 6RADE TO RECEIVE 12 12 RI'`� dr SHEETING +/- I I +% I I X 4'-b" 12 -� =��, LEADERS(CLOSED GAP DESIGN). 12 o 6"HIGH BLIND 2 \ � z O -! w FLASHING w �,, - . s � �- - - - - - - - - RIEZE BD. �' 2-1.1 \ --��� f-- Ix8 FASCIA BO. Q 95GIA BD. \ - , DINING AREA - PLATE HT, i, O - - — /� _ �__. - - BREAKFAST OH. oil b.. \ Z 11-0 OH OH - I'-0" Ix8 F PLATE HT. O TETELGL05ET OH. + 2'-C)" i2't0" U PLATE HT. i /� / / OH. 2 __ i 12 LINE OF ROOF $ i f / LL q TRV55 BEYOND i i - T7T Ln _-- - M _ - I —� I— (3) 2x8 P.T. 61RDER o 10"AZEK i _ " ❑ _ � $ � i LINE OF DINING ROOM o o _ FRIEZE BD. N WA BEYOND - � LL z BEYOND i i W Ixl2 AZEK / j o Ix8 FASGIA BOARD TRIM ii i / _ COLUMN® COVE i i _ % i r, PORCH BEYOND i —COLUMN® COVERED PORCH BEYOND H� I i -� FIN.15T FLOOR _ _ _ LLL_ / F N _ _ _ i _ _ FIN. 1ST FLO " O 51MP50N LU52b-3 FACE - ELEV.+0-0 $ MOUNT HANGER ELEY.+0'-0" C1 — — — — — — — — — — — — — — — — — — — — - -- .10 - (3) 2x12 P.T. GIRDER BEYOND - - - - - - - uj — — — — — — — -T �� I I I I I I I 1"xb" AZEK I EXTERIOR WALL I I SOFF-11T I I HATCHED AREA 4" TRIM I TRIM BOARD I -HARDIPLANK 5HIN6LE SIDING I I INDICATES LOCATION ALL 51DE5 I ALL 51DE5 I -TYVEK OR EQUAL I I m Ix AZEK TRIM BOARD OVER I I I I I OF FIRE RATED ROOF d -1/16"056 SHEATHING v J 1'-0�� GIRDERS(TYP) I I I I I I WALL SHEATHING,4'-0" -2xb WOOD STUDS® 16"O.G. I I ❑ uuiwi OH. �r u w +u 51MP50N BG52-3/6 P05T o I I I I I I FROM CENTER of I I -b"R-Iq BATTS I I o GAP ANCHOR I I I I I I I FIREWALL-EACH 51PE 10" SQUARE H54 C7 PERMA CAST = COLUMN #46382 VV 5MARE I FLAT GAP 4 BASE (OR EQUAL) - I I I I I I I I I I U CORNER COLUMN TO BE I I I I I I CL 2 HR SEPERATION I I I I D11 4 PROVIDED W/SPLIT KIT I I I I I I WALL PER UL#-336 _ _ _ _ _ I_ _ _ _ I _ _ _ _ _ I I_ _ _ BASEMENTQ ol 1 i BASEMENT - - - - - - - - - - - - - - - - - � — - - - - - - - - � I- - - - - - - - - - - - - - - - - - - - - - - -1L - - - - - - - - - - - bxb P.T. P05T WITH 51MP50N _ _ _ — — — — — —— — — — — — — — — I— ABU66P05TBA5E (TYP - ALL - - -I- - - I- - - -I - - - - - - - - - - - - - - - - - -1 - - - - - - - - - - - - - - - - - - - - - - - ---I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L-- - - - - - -- - - - - - - - - -� J z U z COLUMNS) UNIT 48 UNIT 47 ( 15 ' PORCH) 2 AFRONT ELEVATION o TYP. REAR COV. PORCH DETAIL I MODEL B-2 (MAGNOLIA) MODEL B (JUNIPER). o �� � �� 62-5I/4u _ lion 3/4 =1 -0 2 HR SEPERATION A WALL PER UL#336 62-5 TYPICAL ROOFING: 4'-0" ARCHITECTURAL 12 (NO VENTING) (NO VENTING) TYPICAL ROOFING: SHINGLES 15# FELT —) RIDGE VENT FELTARrU DERILA L SHINGLES 15# Tq RIDGE VENT FELT UNDERLAYMENT 00 UNDERLAYMENT ROC>F VENTS ¢ cy N N ri r N �c; 5/8" PLYWOOD 5HEATHIN6 1 M ^ `- a N N M eM (O 5/8" PLYWOOD SHEATHING GUTTERS LEADERS HARDIPLANK ALL GUTTERS d LEADERS SHALL 12 BE BAKED WHITE ALUMINUM .032" 6"AZEK FRIM BOARD q� HORIZONTAL GLAD MIN.GAU6E,G--UTTERS SHALL BE SIDING 5"SEAMLESS,0.6.STYLE W/ALL RELATED +E REQUIRED HARDIPLANK b"AZEK TRIM BOARD g Z 000 ACCESSORIES. LEADERS SHALL HORIZONTAL 51DIN6 BE MIN.2"x3",.021"6AU6E W/ FL.USH'i00F5 12 „ „ 0 0 0 0 0 o Z ~ w N CLIPS +E ANCHORS. CAULK 3 I"x 8"AZEK RAKE BD W/ q I x 8 AZEK RAKE BD W/ Q p g ¢ co SEAL ALL JOINTS. PITCH lux 3"AZEK TRIM(TYP) I2 I"x 3"AZEK TRIM(TYP) w w w W w w a N GUTTERS MIN. I/S"/FT.PROVIDE NOTE: q x M w M X cb m U P.V.G.RECEPTORS 5"ABOVE b"BLIND FLA5HIN6 \\ 1. ROOF TRU55 DESIGNER TO GRADE TO RECEIVE LEADERS / \ AZEK C) (GL05ED GAP DE5640. \ 12 B I ADJUST HEEL HEIGHT FOR / b"DIAD. RD / \ q ROOFS TO BE FLUSH 12 TRIM BOARD 12 E Pj b"HIGH BLIND 1 / ALIGN - FLASHING / \ ° J 2 _ _ F ,, FASCIAS - _ - - - - - - - - - - - - - 4� / - - - - -- - - \ 2-1. ALIGN 1 / \ FA5GIA5 H GREAT ROOM _ _ _ / - - - - - - - - - - _ \ /. / // - nn nn I PLATE ROOM U _ T W (� - - - --- / / / / I'-0" --- I'-0" (L PLATE HT. I'-0' - .. OH. ��, - -- OH. O O m # _ — -- J 1 0 6i = a - JL_-- A/A,� I ��L �� i i iiZ �i z i i Ib- Bl WI TH i I (nIS'- B WI TH w C] W � Fp1j +_+ / � I W n Iii li ii 11 1 i I I I i i � COLUMN® COVERED -ti i �' -` i i i i i i LJ LIJ b AZEK TRIM ALL SIDES i i l= }T I I I i I i i i F PORCH BEYOND i i 1_ i i i i i 1L-1-1 i z � � � � � � � � FIN. 15T FLOOR_ _ ,i i 0 ca �1--� a- � i i i i I _ _ - _ _ 2020 NYSRG- 8312.2.1 U Q I I FIN. I'T IN DWELLING UNITS,WHERE THE TOP OiF THE SILL OF AN Z J LEV.+0'-0" i _ir '1__ / / / _ 2020 NYSRG- 62427.8 (503.8) OPERABLE WINDOW OPENIN6 15 LOCATED LE55 THAN 24" VENTING SYSTEM TERMINATION LOCATION: ABOVE THE FINISHED FLOOR AND GREATER THAN 12"ABOVE cn �r ��II I I I THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE W - -, II II III IIII II IIII I \—bxb P.T.P05T WITH 5IMP50N THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN EXTERIOR OF THE BUILDING THE OPERABLE WINDOW SHALL i I b" TRitj A1�L 51DE5 - I I III II IIII i I 1x4 AZEK TRIM I I IIII II IIII I I I 6" AZEK TRIM I I INPUT OF 10,000 BTU PER HOUR(3KH) OR LE55 SHALL BE /Q Gl;i I I I I I Iii it iiil I ALL SIDES(TYP) IIII II IIII I BG52-3/6 P05T GAP ANCHOR 3 AT LEAST " AIR COMPLY WITH ONE of THE FOLLOWING: U bxb P.T.POST WITH I I I I I ( I I III I I ALL SIDES I 5IMP50N ABUbb P05T BASE(TYP- I BUILDING AND SUCH ANFAPPLIAN E WITH AN INPUT OVER 10000 " NINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE Q SIMP50N BG52-3/6 III II Iill I I I I I I III I I ALL GOLUMNS) I TO PA55 THROUGH THE OPENING IN ITC LARH5T OPENED I I I II EGRESS III II IE(�RESy Ii BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE 10 SQUARE HBdG PEM GAST II EIINDOW III j 1111 �^11NDOW IIII I I I I POSITION. P05T GAP ANCHOR I I I I I I I I I I I III Q INSTALLED WITFf A q INGH VENT TERMINATION CLEARANCE,AND W 4 51MP50N ABUbb COLUMN #46352 W/5)UARE ____-_��__=-JI I L=== _==J�1 I 10" SQUARE HBd 6 DERMA CAST I AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 20g0 = LI_ IJ ( q I I (THE WINDOW OPENING CONTROL DEVIIGE AFTER OPERATION TO U POST BASE(TYP- I I I FLAT GAP d BASE (OFR 9QUAL) I I Ll---------� -------- COLUMN #46382 W/SQUARE SHALL HAVE AT LEAST A 12 INGH VENT TERMINATION U) ALL COLUMNS) I I I - CORNER COLUMN TCS Bt I I I I I �-- FDI I I I CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR RELEASE THE CONTROL DEVICE ALLCJWING THE WINDOW TO -� q I I FLAT GAP d BASE (OR EQUAL) I FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING PROVIDED W/SPLIT IIT I I I ..J FDI I I I - CORNER COLUMN TO BE I INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. AREA OF THE WINDOW UNIT TO LESS THAN 5.1 SQUARE FEET. ❑ 1 I I I I I I I 12 HR SEPERATION I I PROVIDED W/SPLIT KIT I I I I I I I - _ _ I WALL PER UL#336 ( - - - I _ - - I I BASEMENT J NUMBER BASEMENT _ - - - - - - - - - - - - - -_ _ - - - - I_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - _ - _ - _ _ _ _ - _ - - _ _ _ - - _ .L - _ - - - _ _ _ - _ _ _ - -L _ - - - _ - - - _ _ - _ _ - - _ w 12016023 Cn UNIT 4 8 UNIT 4 7 UNIT 4 8 D ET L TER = SHEET NUMBER UNIT 47 ( 15 ' PORCH) A U C US 62-5 _ I REAR ELEVATION z EL B (JUNIPER) MODEL B 2 (MAGNOL A) i�4 = I,_o„ B- 1 - 0MoD (MODEL 5 ) (MODEL B 2 ) ELEVATIONS w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTIONAL SELF FLASHING ASPHALT ROOF 94IN6LE5 Z STANDING SEAM METAL w E GHA5E GAP \\ p ROOF VENTS O 4—J (� 6 TRIM GAP PLYWOOD SHEATHING / p V 0.. cu - - - / Z I�/ 12 (+/-) — — ( 15#ROOFING FELT PAPER F- 4—J = ) � 53 OPTIONAL WOOD I I INSTALL ICE d WATER SHIELD PER •rl v .> CHASE WITH METAL MANUFAGTURER5 SPECS.TO / ROOF FRAMING N GAP AND GULTURED INSTALL IGE 4 WATER 5HIELD MAINTAIN PRODUCT WARRANTY. / F- y CARRY DOWN FRONT OF FASCIA- c� � 'm Z - STONE VENEER PER MANUFACTURERS MIN 4'TYPICAL / Z U E ' "' 5PEGIFIGATIONS TO MAINTAIN / O L— X�c m I PRODUCT WARRANTY 0.40 ALUMINUM DRIP EDGE U Q w C? GAP OTE: / ❑ / , M co N APPLY IGE 4 WATER SHIELD IN GUTTER-oil / V M OH. FAIR HEATHER WHEN THE AIR, / m ROOF DECK AND MEMBRANE (D I0'-8" HIP WIDTH ARE AT TEMPERATURE5 OF d 2 GABLE 40"F(5'G)OR HIGHER. / 12 B I FLU5H ROOF5 I2 OH G a ALIGN B-I FASGIA5 -717 LZ _ I_ _GREAT RO_0 O N� NBwill- PLATE HT APPLY IGE I WATER SHIELD IN U FAIR WEATHER BREAKFAST _ _ _ WHEN T} AIR,ROOF DECK AND _ MEMBRANE ARE AT PLATE HT. 1. J TEMPERATURE5 OF 40'F(5'G)OR c/) 1'-0" I i I''? HIGHER Z OH. OU I I I 1I H FASCIA BOARD AZEK SOFFIT I if = BOARD W/2'DONT. O NOTE W• .� VENTING OR VENTED LL LJ .J VINYL SOFFIT F- PVG 5HUTTER5 WITH FIXED HINGES. WIDTH OF I = o - 1 `- SFIUTTER TO BE HALF Z II IIgDETAIL 2 _ i WIDTH of WINDOW. I I �1.-�. I I I I:--; 11111 Hill I1x4 AZEK TRIMHill 11 11 i iIIIIIIIINII = 111illill 11-11 ;r_ i SCALE: 1 1/2.. = l�_�„ 2 — . 1 I � 1 II II FIN. 15T FLOOR ill 1 1)rI' III I III All I II I I I - - - - - - - I ELEVF+LO' ELEV.+O'-O" LINE OF LINE OF EXT. bxb P.T.P05T WITH { { I I O I I I 12" 5QUARE HBs 57 PERMA GAST WALL® DEN WALL 0 GAR. 51MP50N BG52-3/b Ixb AZEK TRIM I BEYOND BEYOND P05T GAP ANGHOR 4 I AZEK TRIM I COLUMN W/SQUARE FLAT GAP — Ix4 AZEK TRIM I I I q"(R-30)BATT + "(R-Iq) w W 51MP5oN ABUbb { ALL 51DE5 I 8 BASE (OR EQUAL) -CORNER I I I I BATT5 = COMBI IN5ULATION b' I(R-1q) BATT5 U (TYP-BASE " m COLUMN TO BE PROVIDED W/ I I I VALUE OF(R G NTINUOU5 ABOVE P05T p ALL COLUMN5) KALL I ( 5PLIT KIT I { I I I AZEK SHEETING BREAK I ( I I I DONT.BLIND FLA5HIN6 ❑ W O I I i I I I I I I I 2"x b"NAILER-LAB BOLT TO ERT 5 I I I I W DIA XEb"L BOLTS U — — — — — — — — — — — — — — — — — — - — — — — — — — — — i- — — — — — — — — — — — -� — — — — — — — — — — — — — — — — — — — L-- - — — — — — — —I— — — — — — - -- — —— — — — — — — — — — — — — — — — — - - Q 2020 NYSRG- 62427.8 503.8 R 1 C NT ENI ELEVATION 2"x b"RR® I6" 2020 NY5RG- R312.2.1 oc ( ) — � � q" (R-30) BATT5 Z VENTING 5Y5TEM TERMINATION LOGATION: IN DWELLING UN1T5,WHERE THE TOP OF THE 51H OF AN I/4u _ (i_On w THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" 2"x 4"SOFFIT BM5 I I AN INPUT OF 10,000 BTU PER HOUR(31<4 OR LEE6 SHALL ABOVE THE FINISHED FLOOR AND GREATER THAN 72" BE LO'ATED AT LEAST b"FROM ANY AIR OPEN1146 INTO A ABOVE THE FINI5HEID GRADE OR OTHER 5URFAGE BELOW TpF ® Ib'OG til I I U BUILDING AND 50GH AN APPLIANGE WITH AN INPUT OVER ON THE EXTERIOR OF THE BUILDING,THE OPERABLE 7 ( 15 ' PORCH) MODEL B UN.11 LR WINDOW HEADER PER PLAN I I 0UNIT 4 10,000 BTU PER HOUR BUT NOT OVER 50,0001311)PER WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: I HOUR 5HALL BE INSTALLED WITH A q INGH VENT .OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER TERMINATION GLEARANGE,AND AN APPLIANCE WITH AN 5PHERE TO PA55 THROUGH THE OPENING IN ITS,LARGE5T INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST OPENED P051TION. A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF 'FALL PREVENTION DEVICE5 THAT COMPLY WITH ASTM F 1T2ANSOM WINDOW THE VENT TERMINAL AND THE AIR INTAKE SHALL BE 2080 B LOGATED AT LEAST 12'ABOVE GRADE. (THE WINDOW OPENING CONTROL DEVICE AFTER RIDGE VENT 62-5 I I BEDROOM #2 OPERATION TO RELEA5E THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,5HALL NOT I REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW = UNIT TO LE55 THAN 5.1 5WARE FEET. 12 ' 2"x8'0 16"OG FOR SEAT uw N LINE OF ROOF BEYOND 0 MA5TER \ N N N CM M M N BEDROOMI'-0" 5PRAY FOAM INSULATION RIDGENG WINDOW VENT 0H DOUBLE-HUI I TO COMPLETELY FILL { { 5EiAT CAVITY (2)2"x8" ® END W/A35 IN5TALL IGE 4 WATER 5HIELD 'S 6" 5 PER MANUFACTURERS 5PEGIFICATION5 TO MAINTAIN OH 51N1P50N H2-5A CONNECTORS � PRODUCT WARRANTY RIDr7E VENT I"x 12"AZEK TRIM Z BD z " g RIDGE VENT 12 12 I l6YP BD 66 z ° a. NOTE.. (}/- -f Z Z Z O Z Z z N APPLY IGE 3 WATER SHIELD IN - - -- - - FAIR WEATHER WHEN THE AIR, 12 7 RIDGE VENT o 3/44"TkG 056 SUBFLOOR- - o S2 > o o a a ROOF DECK AND MEMBRANE 12 cv ARE AT TEMPERATURES OF � 7/Ib"05B SHEATHING CONTINUOUS, d �NED -RUN w w w w� w w I N " " LINE OF ROOF I'-6" AOINNUGUS�B EN PLATES w m as v HALL 40*F(5 G)OR HIGHER. \ BEYOND 0 6ARAC-E 2"OH 2X12 FLOOR N ALIGN FASCIAS JOn5T5® Ib"OG. N FIR5T FLOOR LINE _- GREAT ROOM_ _ _ _ DIN AREA I�-0� BEDRM#2 - —Y,.s -- -- -- - --- -- - — PLA1F HT. nnlll PLATE HT. OH \ \ PLATE HT. IIIlINI 7777-77 I'-4" = i'-0" 10"AZEK I I W V) 1 OR ; , OH FRIEZE BD. I I UNFINI5HER 11 111 1 Hill I 1 I '-0' BASEMENT o m I I I ITFT I I ILL! O w II - iiW w CL 1 i i 10" SQUARE HB4G PERMA I I EXTERIOR WALL 62-I GASTi COLUMN #46382 W/ o I I I I -HARDIPLANK SHINGLE SIDING o I I p = Q -TYVEK OR EQUAL Z U I `SQUARE FLAT GAP -1/I6"055 5HEATHING — — — — — — — — — — O �? 2 V) El --I a� I I I a-' Q - -2x6 WOOD 5TUD5 0 Ib"O.G. (R-13)GLO5ED CELL SPRAY FOAM INSUL W w BASE (OR EQUAL) - I I ! I I I -b"R-21 BATT5 I ALONG INSIDE FAGS OF FAD.WALLS-FULL HT p I I CORNER COLUMN TO BE II II Q PROVIDED W/5PLIT KIT T OR DRAPED BLANKET INSULATION F-1 -{= IJJ 11 111 1 1 1 111 11 1 111 11 1 CdI I I I FIN. 15T FLOOR _ 1 it _ _ I I I FIN. 15T FLOOR _AL ELEV.+O'-O" J- - - - - , - - I I I bxb P.T.P05T WITH ► I lo" SQUARE 14546 PERMA I I BEDROOM #2 BAY DETAIL I z I 51MP50N BG52 3/b I { GAST COLUMN #463b2 W/ P05T GAP ANCHOR I I I 5QUARE FLAT GAP d I I 1"= 1'-0" WALL® GARAGE I I I I 51MP5ON AB%b I I BASE (ORE HALL o BEYOND 6ARA6E 2-I.I p .... . . .. .... ......... ....... .................... W 7 I BEYOND P05T BASE(TYP- C ORNER GOL TO BE o FDI I I I I I ALL GOLUMN5) I i PROVIDED K1r5PLIT KIT ``% ` I I I I I I I I I w I I I I I I I I I I U) ' { I I I I I I I I _ - I - - - - - - BASEMENT BASEMENT — ❑ c: - �_ - -_ - -_ - -- - -=rte_ - -_ _ - - - - - - � - - - - - - - 1,— - - - - - - - - - - - - - - - - -I ,-- - - - - -IT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L- - - - - - - - - - - - - -I- - - - - - - L- - - - - - - - I- - - -- - - - -i- - - - - - - - - - - - - - - - - - - - - - -I - - - - - - - - - - - — — — — — — — 1-- - - - - - -L - - - - - - - - - - ..i/ JO 616023 BER LTNl� LEVT101�1 w UNIT 48N4_11BZ_5 I/4° = (1-0° Q SHEET NUMBER UNITS 4 7 (MODEL B- 15 ) DUET CLUSTER MODEL B - 2 (MAGNOLIA) Z & 48 (MODEL B- 2 )_ ELEVATIONS W - • p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED F- W C ' 2 HR SEPERATION Z W 1"1 WALL PER UL#336 � 8 2'-0" U II'-2" 14'-6" a'-2" 14'-4" IG,'-O" O V W 2'-1" 5.1.. a" 5'1" 21_1" Z V/ U ----------- ---- :3 cn `t' U A -----------I I ry Z) 1— 1 V C N - rn ------ ---- - 62-5 1 I = N >: I cn X_- .2zV � 5 'i I I � L. X U M 0 2" FD 1 U XGAV. i Q w M = I I o 4 I 4"P.G. LAB WITH bxb I = r- - t° 12-10" " 4'-I I" 4'-4"M.O. 5'-3" 5'-4" 4'-4"M.O. 4'-b" 1 I ❑ U c�i co Q a 8 10'-O.. . I 10/10 H. M.OR FI ERMESH� o I MIN.3500 P51 GO G. I UNEXGAV. I I q Q i i Q a 4"P.G.SLAB WITH bxb, 10/10 W.W.M.OR FIBERMESH. 2 r q 1 I MIN.3500 P51 GON. b" all IFDI o HD r------, I I 66 7 HD I EGRESS ( 1 I 1 I WINDOW FD 1 j` I i ZO bit 2x12 FLOOR J015T5 HD Q o o 0 1 HD - - 1 I 2"x IO" o ® IG,"O.G. T17- I " .r =_ __ --- -___ _ 1D 2"x 10" I LC 5LAB SEAT _ in - _ -- --- (2)2X10 P.T. i i SLAB SEAT o � o � 4"WIDE J015T I -- --- ------ I I - • J\ 2 - - — — — J I ------ ------ -- z O SEAT.T.O.SEAT 4 F === Q r `� __ -------s=------ -- U 0 o ELEV= (-P-1j" ( - - I --- I I - 1 EGRESS WINDOW I i o i O o i i i 5 5Q.FT.MAX 12"P.G.FOUNDATION MALL I 11. Ln 12"P.G.FOUNDATION WALL i 4 JO i i I OPENING, WITH DAMPROOFIN ON i III O M � WITH DAMPROOFIN6 ON 4 I I " I 2'-0" 10" 24"x 12"P.G.FOOTING 13'-2" I FDI q'-4" 14'-b" i = i i i 24 x 12 .G.FOOTIN �' Z rn _\ 1 1 N Ir I I I V J 10"P.G.FOUNDATION q�� I I 1 1 1 DIRECT VENT HEATING,EQUIP. I I ° II i ) 1 1 I I I APPLIANGE CLEARANCE APPLIANCI 5 DIRECT VENT HEATING EQUIP. 1- " WALL WITH DAMPRODFING, I��= I Hp APPLIANCE GLEARANGE ON x 0"x 12" PPG I _ " 1 ____/ I I I I 1 LEARANGIES FROM UNPROTEGTEDI 1- IANGES SHALL$E INSTALLED ON 20"x 10"P.G.FOOTING I I i I I I I rn • • -T.O.W.ELEV. - 0-0 I I - 1 I I COMBUSTIBLE MATERIALS A5 I v I I WI THE GI FARANGES FROM r FT6(U.0 J ( i"a I I I ® I 11 o I I 4 WIDE I I I I I I I INDICATED ON THE APPLIANE LABEL �? 1 Q J015T SEAT. UNPROTECTED GOMBUSTIBLE _I ! �P i AND IN THE MANUFACTURERS i e N i 11 I�? M/�TE�RIALS A5 INDICATED ON THE TOW.ELEV= 1 I I I I 3 DIA STEEL GmLUMN I I INSTALLATION INSTRUCTIONS. I N 1 1 b I I " APPLIANCE LABEL AND IN THE L_ J I � � I I I " ,7 I 1 I� I 1 4 WIDE J015T SEAT. � MANUFAGTURERS INSTALLATION ® FW-2 r"o 1 i I ON 30"x 30"x 121 OP PG I cxv I �° I I TOW.ELEV= (-)I'-I�" IN f TRUGTIONS. J o0 0o f �I FTG,N.O.N� i 1 PROVIDE FRESH AIR INTAKE TO MEGH EQUIP PER GODE Pi�OVIDE FRESH AIR INTAKE p o =___� 1 I I I 1 ~ � _ • MEGH EQUIP PER CODE D i- I T-6 1 1 6 1 1-b I --- ' (A HD p 2xI2 FLOOR J015T5 I i `� ' i I 1 -- —I-i- 0 2x12 FLO Jo I 1 1 I co ® 161 O.G. ® Ib"O.G. ii ��{� I F_ I I � �--------- I 11 F 17 I I m 2'-0" T 11 n O. 1 5 I/4"x �fi/2 Lit -- - _ fl0' I P.O. 1 D.O._ 2 p _ 1 _ L _ p 1 I I 11 + I LVL GIRDER I I I I i L _jI —� i 11 A ❑ L-----1____j I > L_ -I BASEMENT SLAB �- ----� ----- ---_--- -----=F1 r----------t------'- -}- - BASEMENT SLAB I 1 *4"P.G.SLAB(MIN.25 O P51 GO t b 4 LI 1 *4'PG.SLAB(MIN.2500 PSI GONG) I 4 FD1 * .006 MIL.POL ENE VAPOR FDI ;r 51-0" 8 i i *D06 MIL.POLYETHELEPE VAPOR I i FDI V —BARRIER /' o I I BARRIER T"P. BEAM POCKET * I I /15A5HED LINE INDICATES °�. PoI I I *TAMP d FILL TO 95SK DENSITY W'�AP ENDS OF 6OR o TAMP d FILL T g5SK DENSITY ��. I I I I o FIRST FLOOR WALLS I I I ; W ALUMINUM AT " r 15'-0' `- x ° �_ '' I I 14'-2" 1-0' I ABOVE /, I H __ ____- _ +- a UNFINISHED BASEMENT POGKET OR PROVIDE l0 b-o _ - - - _ _ -� t- I �, - cn -- �-I r---� /�- Q r--- r - - ,�-r -- -1 1 *8'-0"CEILING,HT.I rn I 2 1/2" AIR SPACE ALL y I % I I �.' 1z I - o us' I I - I 0 111 O UNFINISHED BA EMENT I� �i �i -I� ii J (R-13)CLOSED CELL SPRAY _ SIDES �- -I - ` �' i i ` .' i �� o I i i i ° fl Z fi _ / rn FOAM INSUL ALONG INSIDE u, I u W 8'-0"CEILING, �, �, cv - *(R-13)GL05ED SPRAY < I I < N I I '� -r i ' I I FAGS OF FO.WALLS FULL HT I 9' FOAM INSIA AL INSIDE I " I I 31"DIA STEEL A l l n U- �` nh u I I OR DRAPED BLANKET I I I L J FACE OF FW. FULL HT cD Uire / 6 I 30x COLIJ2"DP PON �'x I lIN5ULA*ALL EXPOSED HOT WATION TER i e ® iO OR DRAPED BLANKET - I " PIPING AND/OR HEATING DUCTS 1L14 ii 0 INSULATION I- -� FTG,N.O.NJ I I III 1 I I " I fI OO *ALL EXP05M HOT HATER I I I I I I I TO BE INSULATED AS PER N.Y.S.I 10 5-4 = PIPING,AND/OR HE TING DUCTS /� I = 1 I SIL-----____-� ! - ' CODE. it N o TO BE INSULATED' N.Y S. j ---- " - - I , I 5_5 i I \ / I I b 6 1 2-0 2'49" 4"WIDE J015T SEAT. w _ 3 I/2 I 6 R --� --- ___-_-- II i- CODE. ----- -- i 1-7-i--T- 1 i I I 4"WIDE J015T I D.O. 12 FLUSH 4 I to TOW.ELEV= d a° 4" I I I I I I 3 I I 7� 1 1 I FDI SEAT.T.O.SEAT = - - - - - fl 1 I I I I 61-5 I I I I I I I dJ ®5D UP LI I I I I I I i , ELEV= OI'-I " Q `n �T 2 1 LOOK JOISTS ___------ �--- _____L_-- -- -- -- _ 14R I I I I I I FD1 i I --------- ,--------7---------- -- -- -- HD " — _ --- r------ I q�L L lL - Q.G• O I I I I I O -1 I N L_ J L_ x 2" T.oW —� //T I ----- ------------------ --- --- D.O. % 5 I/4"x q '/ " LOW D. . I - UNEXGAV. Tco 110 UNEXGAV. 2x12 FUDR JOISTS O ELF =0-0 i o � LVL 61RDE 2"X IQ" 4"P.G.SLAB 6 a N N N ri r� `' N ui 4 P.G.SLAB WITH ® Ib O.G. I 10 P.G.FOUNDATION WALL o J /, 1 o N N ri m .- - 1 - J LAB SEAT I WITH bxb, _ I WITH DAMPROOFIN6 ON 20"x _ i I =`` I 10/10 W.W.M.OR FD1 b bFIBERMESN I I-0 10"P.G.FOOTING-T.O.W. I I /�� i I _� I „ OR o w J I ELEV. = 0-0 I b'-2" b I 4 6 1-b i 4=6" I�® i 3-b i a FIBERI�SH. MIN.3500 P5I p c� , , IMIN.3 500 PSI l� 11 1 NG. ,3s '< 4 3 A 4'-b" I'-0" 2' b" T-2" `�' - I S" B2-5 #5 CORNER REBARS W/ 4'-0" i �_-S --- I 1 I i ii 1 2"x 10" FDI I LE65 ® MIDPOINT OF ----- ---J i i I K HD SLAB 5E2T I-0 �- I —I �- FOUNDATION WALL $ I'-6" I --------- ---i �- - ------- - --- T z z FROM TOP BOTTTOM. I I I ,�T-- I 1 I �, - --- I — co a g -� #5 CORNERREBARS W/ 4'-0" 5 I i i t �� �' I I I I I- I I iri z cn cn a HD L LEGS ® MIDPOINT OF FW-2 I I '%� I i i `� i i i a' 0 0 0 o o z 1N w - ====f== =�-J I 9i v 4 WIDE J015T SEAT. -1 F- • _ (2)2X12 FLUSH FOUNDATION WALL 4 I'-6" I 8" P.G. FOUNDATION WALL I q i 14 i I o 3' 4" i10" 1 D D u' a c„ D a.a. : N I tX WITH DAMPROOFING ON 1 u, 1 1 u,1 i I TOW.ELEV= (-)I'-I " w w w w w - N J T a , FROM T 8 BOTTTOM. I O " i i i - 1-- �' ® I i 1 w IX w w 06 c5 v 4"WIDE J015T 31- p T UP 14R I o 16"X 8 DP P.G.FOOTING Ef-AT.T.O.SEAT I-� 2:c12 F R J015T5 p I i _ �n i I i X 11 cO `p ELEV=(-)I'-I " ( ® I G UNEXGAVATEO TYPICAL T.O.H.E 0 1 N in 10" 2'-6" 14'-2" 8 GARAGE SLAB T.O W.ELEV. *4'PL.SLAB(MIN.3500 P51 C.ONG) I O 0'-0° 2 _t REINFORCED WITH bxb,10/10 W.W.M. O I ~ UNEXCAVATED TYPICAL I I i II li " „ F- 7 *TAMP a FILL TO q5%DENSITY ~ i N GARAGE 5LA6 FD1 q 1/2 LOW - N bit SLOPE 6ARA6E 5LAB DOWN 2 4"P.G.5LAB(MIN.3500 P51 LONG) HD - —I 6 R L_ - J TOWARDS GARAGE DOOR -TAMP 4 FIIH INFORCED W 95�D TH bxb,TENSITY OAO Yd.M. 1 I _ i I I W --�T I *SLOPE 6AWE 5LAB DOHN 2" I I I - - I 1 2 12 FLOOR, T5 TOWARDS GARAGE DOOR I I - �e �5 I/4"X q I/ 1- +I � �I_ - I 1 �I 0- KLVL GIRD �, O m v 10" 2'-b" c v II'-8" b" 11'-10" I'-0" I 1 J L - J I �I I I J ~f u, I t i FSEF A~ i I i N W Y 4 --- - --Ls'6-- 1 I W w _� U w TOP OF WALL Fol I i i r ------ i p F-1 x a • I ON= -1'-2" I qf_b" I I III Z " 8 P.G. FOUNDATION L I rn I I u TYP. BEAM POCKET O HD 4 WIDE J015T TOP OF WALL I `� SEAT.T.O.SEAT WITH DAMPROOFIN6 ON I IF 1 _N I cf ON= -I'-2" I I I 1 11 WRAP ENDS OF GDR W/ ELEV= (-)I'-I " 4" 16"x S" OP P.G. FOOTIN 1 - . 'x I i i 1 i iI w n ALUMINUM AT POCKET I---i o o i i OR PROVIDE 1/2" AIR `? N 3 I li SPAGE ALL 51DE5 ❑ 2x12 FLOOR J015T5 . . "B FD1 N HD X ii `� ® Ib"O.G. o I O o 1 N I uLij r 2'-0" 2'-6" 2'-6" 0" II'-4" "' 10 Ile0 3 A 4"WIDE JO15T 5EAT. } FD1 TOW ELEV=(-)I'-I ° 10" I I l0'-4° i i Ip ui 62-5 `� B i i i° B Z • B-5 I i II .... .......... .. HD o HD � 2" � L W HIP HE) 1 il I'-0" I b'-0"M.O. I'-3" I'-b" 161-01, M.O. 1 ; I3'-0" 16'-b" Ib'-6" q'-4" I2'-0" FD1 cQ rl LINE OF FRONT W l FOUNDATION WALL® 40'-0" = F BREAKFAST AREA UNIT 41 38'-b" U UNIT 48 UNIT 47 ( 15 ' PORCH) ° q-2 HR SEPERATION MODEL B-2 (MAGNOLIA) MODEL B (JUNIPER) WALL PER UL#336 J NUMBER w2016023 MULTIPLE LVL GIRDER CONNECTIONS: GENERAL GONTRAGTORS AND SUBGONTRAGTORS TO REVIEW THESE = SHEET NUMBER HD= HOLD DONN GONSTRUGTION DOGUMENTS UPON RECEIPT FROM ARCHITECT AND UNIT 4 7 UNIT 48 DUET CLUSTER. z FDR ALL MULTIPLE LVL GIRDERS, LAG, BOLT B2 � 2 REPORT ANY AND ALL DISGREPANGIES INCLUDING ANY DIMEN510>`AL FOUNDATION PLAN AB= ANCHOR BOLTS® TOGETHER W/ 1/2" BOLTS @ 2'-0" O.G., 2" MIN, GONFLIGTS, IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEASURES 1/4`�=1 -0�� 0 6ARAC-E 5IMP50N FROM TOP & BOTTOM, I$ MIN. 4" FROM ENDS PRIOR TO GONSTRUGTION. DO NOT SGALE DRAWINGS. DIMEN5ION5 (MODEL B - (MODEL B- 2 ) FOUNDATION PLAN Fo W STRONG,WALLS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 01 q 2 HR 5EPERATION U) WALL PER UL#336 Z W W E 38'-8" 2'-0" 2 O Z U 2X&P.T-GaRp€R A bxb P.T.P05T WITH 51MP50N - - - - �� - - - O V bxb POST WITH i 10" 50UARE HBdb PERMA 62-5 - ( �Xe-RT-61R9ER 0 V 0- bxb bxb P.T.P.TN BG52-3/b POST +L1 14'-2" I GA5T GOLUMN #46382 N/ 5IMP50N POST GAP ANCHOR d 10" SQUARE HB$G PERMA Z s u SQUARE FLAT GAP d BASE o 51MP50N ABUbb POST BASE 0 N GAP ANCHOR 3 51MP50N I Ib-O CAST COLUMN #46382 W/ rn U ABU66 P05T BASE(TYP i I I i (OR EQUAL) - CORNER o (TYP-ALL COLUMNS) U , I I4-\--50UARE FLAT GAP d U *}�� o -ALL COLUMNS) 2'-0" 13'-2" II'-0" COLUMN TO BE PROVIDED 14'-6" 8'-2" 15'-0" 15'-4" BASE (OR EQUAL) - .�N W/SPLIT KIT i I I CORNER COLUMN TO BE .� o N� � i I COVERED ALIGN TOP OF ` � � o TRANSOMS i� (2)3016 TR (2)3016 TR I I 4 I i PROVIDED I^U SPLIT KIT Z L) a.''c _ I PORGH (2)3050 DH (2)3050 DH 1 - COVERED 1 O Q w = co® 8'-0"HD HT „ „ ® 8'-0"HD HT I PORCH I L CLW:,a rn 5-b b-10 7'-8" 4'-5" 3'-a" 7'-b" 7'-b" I 7'-4" 8'-O" I •I U - Lo � � = ti ao 0- Ia 4" EGRESS 0)30 TR i I ICL N o ❑ U °' M u, cxv� I DI 2 FW WINDOW (3) o DH I INI u' m _ r - - �I- - - - � 1 FW-2 12 ® 6-0"HD T I C7 a HD L - _ _ JL _�, _ J HD I i g016 TR s (2)301 TR ,, I 1 (2)2X10 HDR J Q DI q ( i g016 TR 6080 SL. L. DR W/ Ib TR p m (2) 0 DH - ', ( I (2) 18" 51D LIGHTS ® 8'-0" HT ( la ��, ( RED Gla - - _ - - - la 6080 5 . GL. DR W/ 3050 DH r - - - r - - - ® 8' D HT — :._ IqD �? D1 (2) IS" DELIGHTS ROOF TRU55 GIRDER _ I -4 ROOF TRU5s 61RDER DI _ L - - -�J - - - J HD - - - 1 O �L J (2)2X OR TQ o m HII'-0"CEILING Q \ T�J HD - _j - - 525"xll "LVL HDR I - - BREAKFAST \ m -— — — — — „ — —" — —„ . HD AREA \\ / 3)2X8 OR I 5- DN b- - _ - - I 5 Hp U 525" 11 l/8"LVL HDR '-- - - - - - - - I - a � - — - - - - - - - - � - r - - - 525"x II /8"LVL OR J mn _ 4' 12 I I 2416 TR a z I- 6" 14'-0" 3'-0 4 2 2-0 I 14'-0" I 1'-2" PT. REE 1 F- -1 2452 DH Z 2bIb TR® I 1 1 \ST NDI C� I II'-O" SOFFIT I 21 "c I I 0 8'-0"HD HT 0 2852 DH I I 0 21 "C, I I FW-2 -- __ I I I I DI 8-0 HD HT L J Zl� DI I I I r- EF I I I `_ 0 4 r, -1 I z� 1 13'-0'TRA GEILIN6 I I `� MASTER BEDROOM 1 © bo"VANITY W/ I I I FIREPLACE E Z CY') 1 3 1 cD OPT.TUB 72" " _ 1 T W-O"G ILIN6 11 0 1 I I I W OUT TUB I 12MA MASTER (I � I V , PRE-FAB GREAT ROOM IL——J o 1 I 1 (d 11'-0"GEIL ❑ FIRE LAGS I MASTER I BEDROOM I � LIVING)ROOM w o oz II'-0"GEILI 6 I I BATH TEMP GL DR5 '- t0 I I °Q� 7'-l0" 4" I 14'-0" I 4" 15'10" TEMP 6L DRS 6„ KITGH N o0 0o I I I I I �-I RAIS D HEARTH I I I I MP.6LA55 PTN. I I RA15ED HEARTH ~ N 2X4 KNEE® 4"_q",. 4'-0' q,_3„ 1 411I O / „ \ - „ "HIGH W/GAP I 6., I6'-4" 6,_6„ 4„ 3, „ 5,_p„ 5,_p„\ 12 48 L — — — — — — — — — — — -1 1 0 2 _ 4 4 4 0 PA I CATHED GEIL F- -I 2452 DH `� B-5 `� o / \ 60 34 A �6 Q I 1 ® 8 0 HD HT � 2816 TR® i i 4 _ _ _ our 6� GREAT ROOM N N 2852 DH - - - - I ❑ 6-0'0HT L J �66� �bb� w O12 10'-0"CEI IN6 10'-0"G ILIN6 D!°R� ® `�66 ® I I 1 4 2 2- 4" WIG - -I LN 11�n, 5D 22"X 30"ATTIC e 50 DI N 66e WI�'L AGGE55 HATCH m PANT. LIN. ��° I I I L -i = I I 0 4,. W „ D 4,. 4"2-p„ D (2)3016 TR (3)2816 TR® I L J I m (2)3052 DH 6 " m 22"X -- �, " p I I ( 0 b'-0"HD HT (3)2852 DH r 7 5' II-0 CEILING q-0 GEIL q-0 GEIL q-0 GEIL cv I I DINING AREA 8'-O"HD HT I I I DINING AREA — 1 ��AA�rwc WILL LWIGL I WILL LL z 4., 5,_6„ 4" 5'-4" 6.. 6'-6" 4„ 4, 2„ 4„ 114'-S" 6„ I 2'-P�" w 10" SQUARE HB6 L J I (2)2668 ® HATCH q'-O"GEIL PERMA GA5T COLUMN I (- -� ry D1oFoo� ®5D �bb� 5D bb0 10'-0"GEILING ©� LAUNDRY I I I bxb P.T.POST WITH o U o #46382 W/SQUARE I I I 66e MASTER 34 I la L- -� 51MP50N BG52-3/b o FLAT GAP 4 BASE ®SD SH AN 2'-0" P05T GAP ANCHOR d �° D (OR EQUAL) -1z -11 (3)2X6 21 "G ON 148 BATHROOM NOTE "v": o I DI 51MPsoN ABU/bb ON I P05T BASE(TYP- CORNER COLUMN TO J P05T DI o 4" 3'-l0" 4° 3'-4" 4" l0'-4' I-p „5: 14R " „ l_ m _ 3 1/2 x 11 8 LOW LVL HDR HD - p�COLWM) BE PROVIDED W/ �., _ - a SPLIT KIT - - - - - - - - 4 v - - - 2._p„ 2, „ , o rHo g - - - - - - - 1z �C58 GL. ° 9 rt u� 8_01. I'-D' `r ° TO I "x UP IR a'-0"GEIL 12'-0"GEIL 1z COVERE r SHWR PAN g" ADS b"(R-21)BATT5 �°� ®5D FOYER 3080 EXT IN5UL OR w GOVERffD I X a'-011 50. ©EF B TH PORCH '-1' `� _ n n n u n " 1-2 Y W (2) 12" m 5016 TR DI i�pi PORI I I Q " NOTE "5": I'-0" 13-3" `}„ 4-7 6 5-6 4 3-2" 4° 7-8 b" 3-4 I °51DELI6HT5 00 3080 EXT IN5UL DR F- I I II-0 GEILI ¢ N N N M r� � u, 1^U 12) 12° „ FOYER 2868 INSUL DR- 2868 IN5UL DR- -- 1 o N N M M M 5-4 I I 51DELIGHT5 RAS FIRE 5ELF TEMP.GLA55 45 MIN.FIRE Hp m I PTN ON 2X4 RATED W/SELF 3 I/2"x II 7L"LOW LVL 4 3'-4" 6" 1z Ic° CLOSING DEVICE KNEE WALL GLO51N6 DEVICE a o - - - 12" 50VARE H!3$6 bxb P.T.P05T WITH G02 _ (4)2xb P05T �'�- N /4" I la I PERMA GA5T 51MP50N BG52-3/6 POST HIPI DI COLUMN W/5QUARE GAP ANCHOR rE 56 f) - - - - - - b"(R-21)BATTS -D 4 6'-4" ABUbb P05T BASE(TYP ) TWO GAR GARAGE 4068 5I-PA55 ® ,-——-, (OR EQUAL) BASE g z n? -ALL COLUMNS) o I L V *4"PL.SLAB(MIN.3500 P51 GONG) SD I cn a g J ® REINFORCED WITH bxb,10/10 W.W.M. I CORNER COLUMN TO Z cn � N a m iq WC sD TWO GAR GARAGE * 1 BE PROVIDED W/ o 0 0 ° o o Z w p SLOPE GARAGE SLAB DOWN 2 O J J �---J lD to Z Q V g © -' � 4n 6„ REINFORCED WITH bxb,10/10 W.W.M. CN *i"TYPE"X"GYP BD ON GARAGE I I I SPLIT KIT w �ii w w w a N DI o G *4 PG.SLAB(MIN.3500 PSI GONG) - TOWARDS GARAGE DOOR r -� _ - _ _ - ¢ cn 3030 AWN b" 8'-6" EF 'f' 4" 4'-6 3'-4" � o SLOPE 6ARA6E 5LAB DOWN 2' WALLS 4 GEILIN6 00 0o Zo I 1 w a a w cr m tb m U ® 6-0"HD HT l0'-0"GEILIN6 `�� TOKAR05 GARAGE DOOR Q *I'TYPE"X"GYP BD ON INT OF LIVING rz - 10'-0" EIL m TR to © BATH #Z 6 *j'TYPE"X'GYP BD ON 6ARA6E o 5 SPACE COMMON WALL5 TO 6ARAGE I KITG EN I I ® 8�0°HD HT o m SPA EGO EMMON WALLS IN GARAGE DEN/ BEDROOM #2 1 L J ��G5 _N � *�"TYPE"X"GYP BD ON INT OF LIVING �-2 HD �t bbd `r • ti I la �o6e ®5D I p, IS'-2" , ENERGY NOTES 82-5 DI GL. " I I q 4 w C� - ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ECCCNYS 6 (R-21)BATT5 iq - - - 20 REE _ 12 I['-()ft GEILING DI 1 i —'` DI 0- RESIDENTIAL PROVISIONS. I BED ROOM #2 Ig DI 6„ 8'-10" b II'-0"I "� o o - SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 - N 1104.1 - HD2.6„ b" 12' p" 6 DI 18'-0" 1z 16070 OH DR 20 o i I I W w m - - - - - - - „ m DI I 1 I W w 5 1/4"x Ib" LVL OR HD CATHEDRAL EIL I L J (3) 2810 TR Z o 1 16070 OH DR 4" I Q (2)2X10 HDR BREAKFA5T AREA f ® 6-0"HD HT 0 Im - _- - _- - _- - _- m - - - - - (3) 2&50 DH O 4 2020 NY5RG- 62427.8 (503.8) �? ;- � 5 I/4"x I6"LVL HDR HD r -1 w VENTWr SYSTEM TERMINATION LOCATION: i— HD F 1 F/21 Hp I p THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF D/21 D/21 DI DI L _ _ - J L _ _ J 12 I - �-' L J El O T � � DI41-5" 1- 7 IOpoo BTU PER HOUR(3KW)OR LE55 5HALL BE LOCATED AT LIEA5D1 I I ❑ b"FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN 2-1' `� - DI " n - n 6„ n I-6 Ib 0 RD. 4 11 II 0 6 APPLIANCE WITH AN INPUT OVER IOp00 BTU PER HOUR BUT NOT' OVER 50,000 BTU PER HOUR 5HALL BE IN57ALLED WITH A q INCH 4„ 2 DI I'-D" 6 (2)3010 TR I B "' J OE; SEAT - m FW FW_2 , g-5 ® 8'-0"HD HT 1 = I- J J VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT _ OVER 5opoo BTU PER HOUR 5HALL HAVE AT I FA5T A 12 INCH'VENT HD (2)2X10 OR HD (2)3050 DH (3) 2XSHDR —� 00 TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND = _ - - _ - THE AIR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRAPE. L - 1z J L w Ia HD I- - - I- - - r - - � HD Z < la L - JL J Iq 211 DI �L - - -JI- - - --11- - - -J� C� o co X13016 TR q — — DI (2)3050 DH DI (3)2810 TR la ® 2)3 HD HT B2-5 ® 8'-0"HD HT 0 5RG- 8312.2.1 2'-b„ 4'_0" 4'—On 2,�n Ib'-o"R.O. D1 2020 NY b'-0" (3)2850 DH IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE F- WINDOW OPENING 15 LOCATED LE55 THAN 24"ABOVE THE FINISHED " n „ " " FLOOR AND GREATER THAN 72"ABOVE THE FINISHED GRADE OR 2-0 2-b 2-b 2-b 18-8 18-b a-4 12-0 W OTHER 5URFAGE BELOW ON THE EXTERIOR OF THE BUILDIN6,THE 2 . OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 38'-6" 40'-D" co *OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA55 THROUGH THE OPENING IN IT5 LAR6E5T OPENED P051TION. PLAN *FALL PREVENTION DEVIGE5 THAT COMPLY WITH A5TM F 20xO UNIT 48 FLOOR PLAN I UNIT 47 ( 15 ' PORCH) FLOOR G (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEA5E THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY MODEL B-2 (MAGNOLIA) 1/411=11-011 LIVING AREA= 1,5gq 5Q. FT. q 2 HR 5EPERATION MODEL B (JUNIPER) 1/411=11-011OPEN,5F1ALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WALL PER UL#336 LIVING AREA- 1,550 5Q. FT. JO 616023 BER WINDOW UNIT TO LE55 THAN E SQUARE FEET. 6ARA6E AREA= all SQ. FT. GARAGE AREA- 380 50. FT. GOVERED PORCH AREA= 250 50. FT. COVERED PORCH AREA= 24150. FT. NOTE „5": EF =EXHAUST FAN: GENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO REVIEW THE5E Q SHEET NUMBER NOTE R: ONE CARBON MONOXIDE ALARM IN NEW ONE 50 CFM INTERMITTENT OR NOTE "V UNIT 4 7 UNIT 4 8 DUET CLUSTER AND TWO-FAMILY DWELLIN65,TOWNHOU5E5 STAIR MANUFACTURER TO MULTIPLE LVL 61RDER GONNEGTION5: CONSTRUCTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND = PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN GROUP R-2 DE516N 5TAIR5 TO MEET ALL © 20 GFM CONTINUOUS * ALL DRYER5 TO BE VENTED REPORT ANY AND ALL 015GREPANGIE5 INGLUDIN5 ANY DIMEN5IONAL �- NOTE: APPLICABLE CODES AND TO FOR ALL MULTIPLE LVL GIRDERS LAC-2 BOLT TRU55E5 W/ 12 MIN. HEEL BUILDINGS(CONDOS d Go-OPS)AND UNIT5 TO OUTSIDE AIR PER GODS Z ALL WINDOWS SHALL BE REPORT ANY 015GREPEN6IE5 * CONFLICTS, IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEASURES HEIGHTS (U.O.N.) ® 24" O.G. Q= TEMPERED ��FOR SALE,IN THE IMMEDIATE AND CONFLICTS TO THE TOGETHER W/ I/2 BOLTS � 2-0 O.G., 2 MIN, ® CARBON MONOXIDE ALL WASHER TO BE C� B2 � 3 ANDERSEN 200 SERIES V1cINITY of BEDRooMS,ON THE LOWEST FROM TOP BOTTOM MIN. 4" FROM ENDS DETEGTOR PROVIDED WITH DRAIN PANS PRIOR TO GON5TRUCTION. D0 NOT 5GALE DRAHIN65. DIMEN5ION5 5HALL (MODEL B- 15 ) (MODEL B- 2 FLOOR PLAN DE5I6NED BY TRU55 ENGINEER GLAZING FLOOR LEVEL CONTAINING BEDROOMS. ARCHITECT PRIOR TO STAIR �D SMOKE DETECTOR BE GALCULATED AND NEVER 5GALED UNLE55 OTHEPH15E NOTED. W FABRICATION. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: 16-2"GABLE WIDTH 7 e- 6x6 P.T.P05T WITH C),, NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO 4 0 51MP50N BG52-3/6 P05T IS'-0"GABLE WIDTH Z LD PER - GAP ANCHOR d 51MP50N BE USED, WHEN ROOF TRUSSES ARE SPECIFIED ABUyb P05T BA5E(TYP Z) E INSTALL IGE d WATER 5HIE PRODUGT WARRANTY — — — — — -ALL COLUMNS) o U MANUFACTURER'S SPEGIFIGATIONS TO MAINTAIN AS THE ROOF FRAMING MEMBERS. U x� R — - - - - - -, O '� U NOTE: ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING - - - A - - - APPLY IGE d WATER 5HIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN —D.a- — (3J 2�c8 P �IRDE �r - - - - - _�- V 0- AND MEMBRANE ARE AT TEMPERATURES OF 40"F (50G) OR HICI-ER. PER SECTION 1605.3 SI THE BUILDING CODE. B2-5 I 'Ln 1- - - - - - - - -�- - - i Z II'-0" PL HT. I II'-0" PL HT. I N I i I 1 ' I O � u) u 12 HR 51�'ERAT 0 I I U N PR 555.5 PER TRL ROOF ASIC LOAD COMBINATIONS USING ALLOWABLE 1605.3.1 B i 12 12 I , NOTE: WALL PER UL#336 I I , 1 � •�N TRUSSES PER TRU55 MANUF 11-01, I 11-01, 1 I N o ■ U g. rn STRESS DESIGN: - `l a I oH. ROOF TRU55 DESIGNER TO I SEE DETAIL I/FW-2 II-o PL HT. 1 W I � N} D (EQUATION 16 8) - OR I „ „ I_ ADJUST HEEL HEIGHT FOR + 12" HEEL HT. I ��I I�I I Z L_ Q=E 51MP50N 5TRONfi-TIE D + L (EQUATION 16 9) No R ,� I 'ul I 'u' O L x co MT5 STRAPPIPI6(LENGTHS VARY) D + S (EQUATION 16-10) �I 1 a ROOFS TO BE FLUSH 1 ��I I I U o -° Lo � � CONTINUOUS WALL.5HEATHING To D + .6W (EQUATION 16-12) �� iXI I ❑ U M c° TOP OF TRU55 HEEL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) I N I I I-� I o " '� " :� I II'-0" PL HT. I I-0 PL HT. I NO R HEEL HEIGHT VARIES-SEE TRU55 DRAWIPI65 FOR D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = I x, I VERIFY HEEL LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL IOH. I 1 1 , I I, p„ + 12" HEEL HT. a ACTUAL HEEL.HEIGHTS HEICHT5 OH. I W I OH. BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 �I L _ - - - - _ — I 0 ALIGN FA5GIA5 1 ALIGN FA5GIA5 I LD I- I = OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND I , I —1 oH. 12 to z 12 SPEED (101 MPH BASIC DESIGN WIND SPEED) IN I B-4 II'-0" PL HT. I 1 `►I— —I q 1 I NOTE R EXPOSURE CATEGORY B. I 0 4 0 + 12" HEEL HT 12 VARIE5 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE _ _ ROOF_TRU55 GIRDER _ _ _ _ ROOF TRU55 GIRDER _ _ — — / / / \ � =1 E _ I I z — OFOLLOWING DESIGN LOADS: 7- -7 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 I I E - - - -- -PSF BCLL=1OPSF, AND BCDL = 10 PSF.c�7�R PROVIDE 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE 12 I co oNOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. co I U e"FA5GIA BD E32-4 12 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD O q Q (— I ///j// // / I I I SL DEFLECTION OF THE LESSER OF L/360 OR .75"'. I I I II _ I - rI I O TRUSS DESIGN DRAWINGS SHALLBE PROVIDED TO Z VENTED VINYL SOFFIT ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR I I INT.BEAR G = I TRAY GEIL. %// / I I r - -I (� TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL rF ' q // /// /7` // I I >; I I I I ❑ INCLUDE THE FOLLOWING INFORMATION: WALL BEL W �I // �//� � �i 1. DEPTH SLOPE IF ANY), SPAN, AND SPACING. "� I %// / j( Y// I I � ROOF VENTS i 6.. ( ) ROOFS N I i I III OH. w 2. LOCATION OF ALL JOINTS. pH I I I ® //j j/ j///�/ 3. REQUIRED BEARING WIDTHS. / /I/ j/, I I I I I II LEADER TO DRYWELL- TYfp 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. I 1 J 4.2. TOP CHORD DEAD LOAD. 4.3. BOTTOM CHORD LIVE LOAD. L- ///j/// l /� I I ❑ I ❑ I I ❑ I _� F—I 4.4. BOTTOM CHORD DEAD LOAD. I 4.5. CONCENTRATED LOADS AND THEIR POINTS OF FLUSH OOF5 HATGHED AREA INDIGATES //j APPLICATION. �. LOCATION OF FIRE RATED ROOF '/ I 1 I 1 cw 4.6. CONTROLLING WIND LOADS. i 4 WALL SHEATHING -0 ,4' "FROM n/// / %/ /� 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR ( I — — — I I i I I I III BA5 DESIGN VALUES FOR CONDITIONS OF USE. — — DETAIL I -�- 6. EACH REACTION FORCE AND DIRECTION. / _ L _ _ _ _ _ — _ — _ _ _ — — — J I �e I I m V 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, s �- _-� r - - - - - - - - - - )� �j I 1 I ❑ F�+�1 NOT TO SCALE THICKNESS OR GAGE AND THE DIMENSIONED LOCATION I i S / �//// %// y I 1 I IP-O" PL O B42 -4 OF EACH JOINT CONNECTOR EXCEPT WHERE — — — �--- — � — � � I I ,// /// / // /,�. � � NOTE "R" 1 1 I._p•, + 12" HEEL HT. SYMMETRICALLY OH. U LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 I9� RIDGES TO L NOTE, GA MIN THICKNESS GRADE A GALVANIZED STEELNOTE "R INSTALL HALF OF o �= PLATES. N I / RIDGE W/VENT 112 FASTENERS® EACH I / I- I I— ❑ q III Q END OF STRAP � 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH � 12 -�/�/ / // /. / / MEMBER. o ® 9. CONNECTION REQUIREMENTS FOR TRUSS TO I j j / ////j// �i 'y I i I ALIGN FA5GIA5 I- U Co �� / I I I I � GIRDER-TRUSS TRUSS PLY TO PLY AND FIELD // // // Z 0 06 11'-0" PL HT. I I / // / ' L� � / / // i I I I I ROOF VENTS I ( W SPLICES. ( — 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS , / /// / / /// /� I I I I _ -_ I + 12" HEEL HT. U MEMBERS. I - - - - ° ° 51h1PsaN 5ff2DN6 12. REQUIRED PERMANENT TRUSS MEMBER BRACING 1_p, L i/j j//j/ ///� j�— — J L _ L _ �I I ■ I o o ° ° jjj - -� -i -i -re rw LOCATIONS. OH. � // // T (3) P05T °O * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH 12Xl — / / / R F I I / / -- - L - L ° ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND — i — — — — I / // - MANUFACTURE OF METAL-PLATE-CONNECTED WOOD — — — — / / // \Q /// , _,1J J J J J -1 J J J� J J�L — GS KrS5Tw,M% TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS ,T / // ///J�///7//- - - - J - 14-10a DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF j I I 4 1 I 12 I ' (TOTAL) —� �- L / / I I I I CL ti NEW YORK. I I — — — — — — — jjj * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, NL /j///// ///// j/ I I I I �? Q N N M r N uq OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND I ISI I / v I — - '/ /// / / /j/ /� O I I ( ISs I I o ° N N `' "' `° INATION ONLY DETAIL RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. // // // // 12 USE IN COMB ��' 12 ; / q - - - - _- _j %I WHEN STUDS AND RAFTERS * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH I m I�j I +/- I II +/- I I j// / ///j// - - - - - - _ 11 1 THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT I - - - - - - DO NOT ALIGN NOT TO SCALE , _ �' — �l / //%, //%////' T z WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING 6x6 P.T.P05T- B2 -4 B TIGHT FITTING JOINTS. WITH 5IMP50N ASSEMBLY TO INSURE * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER BG52-3/6 L—RooF�Rusy 6+ — / ,Q �- —_ —_ ��� I I 1 I I z ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. P05T GAP 'C — - - - // // /� 1 1 z z ANCHOR a — C — ;//////j / /j, �`� 11 1 1 I I I I 0- THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND SIMPSON �° / / / METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR %/ /// / 1- I� I �1 z z cn cn a / / / / I I �� L J +1 1�" HEEL HT z z z o z z Z J w ABU66 P05T L� I � // ///// {� ////// 11 1 I o 0 0 � o o z � w SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN _ " �// // / // // /. _ to / / II 1 � � - a a / _ - BASE TYP / / L_ - - - DESIGNED AND INSTALLED TO PREVENT ROTATION AND ( OH. I I I > > > _j W > N ° ALL COLUMNS) N �� // // / //jj//j; i II PROVIDE LATERAL STABILITY IN ACCORDANCE WITH � � w � � m my ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA 510EWALL ABOVE BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE II'-0" PL HT. TO GOOD PRACTICE FOR HANDLING, INSTALLING &LOWER ROOF BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN NOTE: (NTERSEGTING ROOFS 2 HR FIREWALL BELOW ROOF - _ „ n� I I I I I I 1 ON TRUSS DRAWINGS. 4 0 WEAVE ROOF SHINGLES AT I CARRY TO UNDERSIDE OF - NOTE R 20'-3"HIP PL HT /j/� / //j//� ( 1 i HIGHEST ROOF SHEATHING - * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, 11,-0" PL HT - - - - - - _ - _ - - - - - - - - - - - - - - //// /// // I I I I 1 Z I DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY I-o - - - - - - - - - - - - - - - - - - j //// / ///; _ i I I I I I I U INTERSECTION OVER IGE 5HIELD I MEMBRANE - CARRY MEMBRANE MIN. 24 I NP' WITHOUT THE APPROVAL OF A REGISTERED DESIGN OH. I // /� // —1— - - - - - - _,_ 1 I OUT IN ALL DIRECTIONS OF I I N PROFESSIONAL. CIL p Z o a = o j / j%//j/� I r I O m r INTER5EGTION i - * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS o NL ///j/// ///j//j� t{l0 "R _j ❑ Z AND METHODS OF ERECTING THE TRUSSES. THE �' 10'-0" HIP WIDTH u, ;//// / /////// I W � Y z w< // / // - - - - - - - - - - - - - - III > CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY ( r /// / // // - 12 I I LLI p..l w / /// - - - - - - - - - - - - - - - - - - � a � I o w< I w_j BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE &'-a" PL HT. 12 12 ANDER5EN 2446 DH // //// /7 // 12 llJ �n a INSTILLATION OF THE TRUSSES. ABOVE FLOOR 10.53 I 10.53 IN GABLE END 1� i//j// ///j/ / I I —�q z �.L.� tJl I]- I LD ROOF TRU55 N Ro: 2'-4"x 4'-6" /�/// // /// / _ _ _ _ J- \Q �G _ _ _ / I-- - - - - - -� III + 12" HEEL HT. W O 2'-0 HIP RAFTER I_0" -1 SSS/ a o I I'-0° PL HT. OH. I III O , OH. I 4, 'O I N %//j%/ 12 HEEL HT I 2'-0" ❑ 51MP50N HGP HIP NEP TIE SEE PLAN p�'v NO \'RNS� / / '- " I NOTE "R" OH.11-0PL HT. + " PL HT." 2-o I W 51DENALL ABOVE LOWER `• 12 I2 �< 11 + 12 HEEL HT. g oH. I 1 12 II B ROOF 10.53 10.53 IpH B-5 I I 9 B-5 m I I'-0" PL HT. I 4-0 FRONT GARAGE - I z w I _ �— — — WALL PL HT. ABOVE -' ' - — — 0 10'-0" PL HT. - -�== _ _ -=�- - Z pFl OH FIRST FLOOR + 12" HEEL HT. (D ❑ ❑ cn W TRU55 RIDGE W/VENT J `i LLJ XTRIO WALL UNIT 4 8 12 HR SEPERATION UNIT 47 ( 15TPORCH) WALL PER UL#336 ROOF WEAVE DETAIL3 AREA OF ONE ROOF TOS PLATEHIP BUILT OVER ANOTHER MODEL B-2 (MAGNOLIA) B2 5 IEDETAIL I/FW-2 MODEL B (JUNIPER) ❑ DETAIL NOT TO SCALE r� - GONNGTION 2 -4 B2 4JO UMBER BUTTERS I LEADERS NOTE R: iLi 016023 INSTALL IGE AND UNIT 4 7 UNIT 4 8 DUET CLUSTER ALL 6UTTER5 4 LEADER5 SHALL BE BAKED WHITE ALUMINUM .032" NOTE 0: NOTE 5: PRE-ENGINEERED ROOF W SHEET NUMBER WATER 5HIELD PER ROOF PLAN m MIN. GAUGE, GUTTERS S'�IALL BE 5" SEAMLESS, 0.6. STYLE W/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED SCISSOR TRUSSES W/ 12" MIN. HEEL = MANUFAGTURE'S ROOF TRU55E5 @ 24 O.G. HEIGHT5 (U.O.N.) @ 24 O.G. RELATED � REQUIRED i�GGESSORI E5. LEADERS SHALL BE MIN. ROOF TRUSSES � 24 O.G. B- 15 ) (MODEL B- 2 ) ROOF PLAN Z 2"x3" 027" GAU6E W/ GLIP5 4 ANGHOR5. GAULK ff SEAL ALL MAINTAIN TO DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 ENGINEER DE5IGNED BY TRU55 1/4"=1'-0" (MODEL O B2 � 4 JOINTS. PITCH GUTTERS MIN. I/8"/FT. PROVIDE P.V.G. REGEPTORS MAINTAIN PRODUCT 8" ABOVE GRADE TO F:EGEIVE LEADER5 (CLOSED GAP DESIGN). WARRANTY ENGINEER � w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#1 48" MIN 48" MIN DESIGN E S I GN N O o � 3 3 6 2020 NY RE SECTION 7015TANG EPTIONHALL 4: I`ll JI 2 HOUR FIRE RATED RESISTANCE WALL A55EMBLY MAY TERMINATE OPTION#2 SECURE ROOF SHEATHING TO G-RUNNER TRACK Z AT UNDERSIDE ROOF 5HEATHING IF FIRE RETARDANT TREATED 2020 NYSBG SECTION 2"G-RUNNER TRAGK2"-CAULK FOR W 706.6-EXCEPTION 4: OPTION#I E ���� RATING - � HR. HALL 15 INSTALLED FOR A DISTANCE OF 4'-0" ON BOTH SIDES SMOKE TIGHT JOINT OVER � � °�. OF 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY 2 HOUR FIRE RATED RE515TANCE U FINISH DATING - 12® MIN. WALL A55EMBLY MAY TERMINATE AT METAL E06E FLA5HIN6 OPTION#2 O () STC DATING - fel (SEE ITEM 7) 48" 48" THE UNDERSIDE OF ROOF NONRATED SHEATHING PROVIDED THE ROOF IS SECURE WALL SHEATHING TO O.. G-RUNNER TRACK TYPICAL ROOFING Z N PROTECTED WITH 5/8"TYPE "X" ROOF TRU55 O o GYPSUM 80ARD DREG TLY BENEATH E- 4--d =3 cn c THE UNDER5I0E OF ROOF SHEATHING U rmiol '''� Q AND 15 5UPPORTED BY 2" LED6ER5RAKE BOARD-TYP D o 0 ATTACHED TO THE 51DE5 OF ROOF - - - '' v,�' I_�� OPTION #2 TYPICAL SIDING F 'r---- lr U cZo 2' H 5TUD TRACK AN FRAMING FOR A MINIMUM OF ---_-_-__-- - _-__