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HomeMy WebLinkAbout46735-Z �o�c,�FF01�c Town of Southold 9/15/2022 a y� P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43408 Date: 9/15/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 5 Farmstead Ct Unit 56, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-30 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. 46735 dated 8/25/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, covered porch, screened porch and attached garage as applied for. Unit#56 The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0110 7/6/2022 ELECTRICAL CERTIFICATE NO. 46735 9/9/2022 PLUMBERS CERTIFICATION DATED 8/26/2022 All ff Plum ' g Contrac s Inc A o ized i nature tG�gUFFOIp TOWN OF SOUTHOLD y�oo�° coa BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . � SOUTHOLD, NY +•='�z=rs�t 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#: 46735 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 Planning & SCHD approvals. (Unit#56, B-2 model) At premises located at: 5 Farmstead Ct Unit 56, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-2-30 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 $1,911.60 CO-NEW DWELLING $50.00 Total: $1,961.60 Builing n ector pF SO!/T�,ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.devlinCaD-town.southold.ny.us Southold,NY 11971-0959 a COY BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 5 Farmstead Ct Unit 56 city:Cutchogue st: NY zip: 11935 Building Permit#: 46735 Section: 102.1 Block: 2 Lot: 30 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 49 Ceiling Fixtures 21 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 5 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 24 Heat Detectors 1 Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 1 Switches 3$ 4'LED Exit Fixtures 11 Pump Other Equipment: Car Charger Outlet, Gas FP, W/D, Fridge, Oven, DW, Micro, 150A Panel- 30 Circuit/27 Used Notes: New House Inspector Signature: Date: September 9, 2022 S.Devlin-Cert Electrical Compliance Form YIX�:-?"tom yo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 QK- P.O.Box 1179 G Southold,NY 11971-0959 'Q BUILDING DEPARTMENT TOWN OF SO11J7t HOLD CERTIFICATION Date: Building Permit No. q 6 7 ( U Owner:�1VY1� '6-W tb) LL C (Please print Plumber: A -su-40 1 K C (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this ' day of _, 20 Notary Public, I��_County tiai.-ry Public,SiatE of FleveYo�j, F: cl.Flo.0i F1636836, Qvoli.5ed in Suffolk County Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 5 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: 2022-09-06 Outdoors Temp During Test: 75 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 0 No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain:in notes) NOTES: Heating System Primary: Yes ✓❑No❑ Type: Furnace Q Boiler❑Heat Pump Q Other❑ t z Venting Type 3 Drat Sip llaPe Sip llar CO CO E tcienc Fuel Tvpe Circle T e)_ Pascal (Worst Case (Natural) orst Case atural Rating:95.0 N❑✓ P❑O❑E[:] N❑l0M❑S_✓ N/A Pa. Pass❑✓ Fail❑_ Pass❑✓Fail❑ N/APPM N/A PPM Water Heater Primary: Yes R1 die: Standard Tank ✓[Indirect Tankless ❑ Size: 75.0 Style Common Vent❑ No Il Instantaneous 0Commercial (See Note 5below) (Gallons) 4 Stand Alone Q✓ Efficiency Fuel s Type z Venting Type s Drat S i_P llage Spillage(Natural) CO CO (Circle Type) (Pascal) (Worse Case) (Worse Case) ., (Natural) EF: 0.69 N❑✓ P❑O❑E❑ N❑M QS Q✓ N/A Pa. Pass 0✓ Fail❑ Pass❑✓_Faill—] I N/A PPM I N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑✓ No[ Oven CO z PPM Ambient CO(During Oven CO Testing) o PPM t Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 1 Fuel Type. N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type. N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. a Water Heater St y1e: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Date: 2022-09-07 Rater Signature: Horne Energy Rating certificate Property HERS Unit 56-Magnolia B2 Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2022-09-06 Rating Number: 5 Farmstead Ct Registry ID: 120440834 Cutchogue, NY 11935 Estimated Annual Energy Cost Percent HERS Index: 52 Efficient Home Comparison: 48% Better Heating 49.6 Use MMBtu Cost Cost$104 8% General Information Cooling 0.7 $38 3% Conditioned Area 3080 sq. ft. House Type Townhouse, inside unit Hot Water 10.7 $12 1% Conditioned Volume 32538 cubic ft. Foundation Conditioned basement Lights/Appliances 21.0 $1003 79% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $120 9% Mechanical Systems Features Total 82.1 $1277 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 25.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 148 cfm, 30.0 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI 2018 IECC UA Compliance Building Shell Features ECCC New York State 2020 Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltration Rate 1237 CFM50 (2.28 ACH50) Foundation Walls R-13.0 Method Blower door Michael Fauci 1,237 CFM x 60 Min/Hr=74,220 / 32,538ft' =2.28 ACH @ 50 Pa Energy Testing Services Lights and Appliance Features 1648 Locust Ave, Unit E Interior Fluor Lighting(%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY, 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Ext. 105 Refrigerator(kWh/yr) 568 Clothes Dryer CEF 3.94 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: sc���._- ,. 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 5 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: 1237 Clg: 1237 CFM50 Duct NA Total Duct Leakage 25.00 CFM @ 25 Pascals Window Data U-Factor SHGC Window 0.290 0.280 .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. i HERS Index: 52 (Builder or Design — fess�ionaal'. Signature REM/Rate - Residential Energy Analysis and Rating Software v16.0.6 ManuaS Compliance Report Job: • -�- wrightsoft, Manual Date: Aug 17,2022 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 Information For: Unit 56-5 Farmstead Ct. Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.07 Sensible gain: 12393 Btuh Entering coil DB: 75.8°F Outdoor design WB: 71.07 Latent gain: 2499 Btuh Entering coil WB: 63.47 Indoor design DB: 75.0°F Total gain: 14892 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 102% of load Latent capacity: 5400 Btuh 216% of load Total capacity: 18000 Btuh 121% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 28094 Btuh Entering coil DB: 62.67 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: 600 cfm Output capacity: 36800 Btuh 131% of load Temp. rise: 0 °F Meets all requirements ofACCA Manual S. ightsoft" 2022-Aug-17 14:37:07 wr w lig ONuo,C ft Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ACCK...mor Model B2 MAN JSD1Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W i A Residential _ _ Review FoFormrm ACCK. (Loads, 15 Mar 09 N'mM�tdB�7sdMn4-+ 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 n Building plan#: Manual D Friction Rate Worksheet: Yes No F1 Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): Model B2 (Magnolia), Entire House HVAC LOADCALCULATION40 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature: 68 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 28094 Btuh Number of bedrooms: 2 Conditioned floor area: 3299 ft' Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 °F Windows Roof Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 15.0 ft Sensible heat gain: 14083 Btuh Internal shade: none Blinds,drapes,etc. Eave Latent heat gain: 2840 Btuh Depth window Total heat gain: 16922 Btuh Number of skylights: 0 HVAC EQUIPMENT • •0 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: SplitAC Heating cfm: 600 umace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 600 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE92 SEER 16+ Fan's rated 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 HVAC DUCT DISTRIBUTION •I Design airflow: 600 cfm Longest supply duct: 246 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 83 ft Trunk duct: Sheet metal Total device pressure losses: -0,6 in H2O Total effective length(TEL): 328 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.003 in/100ft Branch duct: Round flex metal Friction Rate=ASP-(TELx 100) declare the load calculation,equipment,equipment s- - . d duct desig n were rigorouslyperformed based on the building plan listed above. 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 .vk..,w..x.,,...,�...,.,,, 9 Load ShortFJob: -�- wrightsofto orm Date: Aug 17,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 56-5 Farmstead Ct. Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial) /1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/958 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 14.7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Bsmnt 1673 7475 884 183 45 Bed 2 194 3399 1766 83 89 CL 18 0 0 0 0 Bath 2 60 934 180 23 9 Foyer 112 1351 496 33 25 M bath 110 176 119 4 6 CL1 15 0 0 0 0 M bed 353 2367 1625 58 82 Breakfast 55 2044 1485 50 75 Laundry 23 43 493 1 25 Pant 16 0 0 0 0 Kitchen 190 295 1739 7 88 Living 237 4065 2310 99 116 Dining area 198 2054 667 50 34 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -I14- vvrightsoft, 2022-Aug-1714:37:07 �, >�.r•re.ra.»..w.•,�.,,�, Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ACCA...mor Model B2 MAN JSD\Rimor Model 82 MAN JSD.rup Calc=MJ8 Front Door faces: W Mud 48 359 142 9 7 Garage 374 0 0 0 0 Entire House 3674 24562 11906 600 600 Other equip loads 3532 487 Equip. @ 0.88 RSM 10906 Latent cooling 2499 TOTALS 3674 28094 13404 600 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W rlghtsoft" 2022-Aug-17 14:37:07 .M,.•r m....w:..,�,,.., Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 ACCK ..mor Model B2 MAN JSD%Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W WC19ht$OftW Project Summar Job: Date: Aug 17,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 56-5 Farmstead Ct. Cutchogue, NY 11935 N otes: Design Information Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 24562 Btuh Structure 11906 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(55 cfm) 3532 Btuh Central vent(55 cfm) 487 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 28094 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 10906 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) / 1 Pressure/AVF 50 Pa/958 cfm Structure 1356 Btuh Ducts 0 Btuh Central vent(55 cfm) 1143 Btuh Heating Cooling Outside air Area(ftZ) 3299 3299 Equipment latent load 2499 Btuh Volume(ft') 19156 19156 Air changes/hour 0.25 0.1,1 Equipment Total Load (Sen+Lat) 13404 Btuh Equiv.AVF (cfm) 80 37 Req. total capacity at 0.70 SHR 1.3 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 92 AFUE Efficiency 14.7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Aug-17 14:37:07 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 nii...mar Model B2 MAN JSD\Rimor Madel B2 MAN JSD.rup Calc=MJ8 Front Door faces: W N Level 2 K90 PFR akfast K98 cfm 140 cfm Living Kitcben L105 cfm M bed adiab Pant Lrndry K60 cfm Dining area Mud M bath 7;67 fm 11 cfm 1\40 cfm CL1 K7 cfm Stair 1 Foyer 1`27 cgRth 2 CL Garage Broan Exhaust Fan Model L150 60 CFM Energy Star Continous user timer Bed 2 LR\lO7cfmd Job#: Energy Testing Services LLC Scale:1 :91 Performed by Energy Testing Services... Page 1 1648-A Locust Ave Right-Suite®Universal 2018 Unit 56-5 Farmstead Ct. Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2022-Aug-17 14:37:16 ..N JSDRimorModel B2 MAN JSD.rup r.b.deirino@energytestingservices.com N Level 1 6x16 8x16 1 1 x1 1 219cfm adiab 0 Bsmnt Makeup air 60 219 cfm CFM Skutt l 14" 5" model 216 24x16 24" 8x16 Job#: Energy Testing Services LLC Scale: 1 :91 Performed by Energy Testing Services ... Page 1648-A Locust Ave Right-Suite®Universal 2018 Unit 56-5 Farmstead Ct. Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2022-Aug-1714:37:16 N JSDRimorModel B2 MAN JSD.rup r.b.delfino@energytestingsery ices.com Duct System Summary Job: wrightsofto Date: Aug 17,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 56-5 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 0.007/0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.003 in/100ft 0.003 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 328 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mad Ln (ft) Ln(ft) Trunk Bath 2 h 934 27 11 0.003 5.0 Ox 0 MtFx 31.3 205.0 st1 Bed 2 c 1766 100 107 0.003 9.0 Ox 0 MtFx 35.3 195.0 st1 Breakfast c 1485 60 90 0.003 9.0 Ox 0 MtFx 29.5 190.0 st2C Bsmnt h 7475 219 53 0.004 14.0 Ox 0 MtFx 35.5 150.0 st2A Dining area h 2054 60 40 0.004 7.0 Ox 0 MtFx 17.3 160.0 st2 Foyer h 1351 40 30 0.003 6.0 Ox 0 MtFx 18.3 215.0 st1 Kitchen c 1739 9 105 0.005 9.0 Ox 0 MtFx 14.5 140.0 st2 Laundry c 493 1 30 0.005 5.0 Ox 0 MtFx 3.0 150.0 st2 Living c 2310 119 140 0.005 10.0 Ox 0 MtFx 34.8 130.0 st2 M bath c 119 5 7 0.003 4.0 Ox 0 MtFx 20.5 225.0 SO M bed c 1625 69 98 0.004 9.0 Ox 0 MtFx 37.0 170.0 st213 Mud h 359 11 9 0.004 4.0 Ox 0 MtFx 7.8 160.0 st1 • • Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2C Peak AVF 60 90 0.003 135 11.1 16 x 6 ShtMetl st28 st1 Peak AVF 182 163 0.003 205 14.7 16 x 8 ShtMetl st2 Peak AVF 538 557 0.003 209 21.8 16 x 24 ShtMetl st2A Peak AVF 348 242 0.003 224 18.3 16 x 14 ShtMetl st2 st26 Peak AVF 129 188 0.003 212 14.6 16 x 8 ShtMetl st2A Bold/italic values have been manually overridden .� wrightsoft- 2022-Aug-1714:37:07 A .w.• M..,....,v,,,.., Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ACCA...mor Model 82 MAN JSD\Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 219 53 82.8 0.003 205 14.0 Ox 0 MtFx rb1 Ox 0 501 667 78.0 0.003 212 24.0 Ox 0 MtFx Z= Wflghtsoft- 2022-Aug-1714:37:07 ^ .w,.,., ,,,,,,,,,�,,7 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 XCk...mor Model B2 MAN JSD\Rimor Model B2 MAN JSD.ruP Calc=MJ8 Front Door faces: W FO(k ~; SCOTT A. RUSSELL MICHAEL M. COLLINS, P.E. SUPERVISOR TOWN ENGINEER TOWN.HALL - 53095 MAIN ROAD :' ? TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 r'w Fax (631)-765—9015 ,41 G SALL-.QCak1 IpS_,%r�itht�'id 4OLZF1Itl1 tT h Y-:'TI,S•. 1...(•. ._ _OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings June 3, 2022 Planner ; Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 47-58& 103-104 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front lawn areas of units 47-58& 103-104. The rear areas and some side areas have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. Additionally, the driveways of these units have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of the units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these fourteen (14) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at(631) 765-1560. Sincerely, Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: MAILING ADDRESS: . Town Hall Annex P.O.Box 1179 54375 State Route 25 ®����r Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) '` Telephone:631765-1938 Southold,NY ' wwwsoutholdtowuny.gov th z 801 i11Y�;._ PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 7, 2022 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 47=-58, 103 & 104 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units#47—58, 103 and 104 of the above-referenced Residential Site Plan have been completed based on the site inspection made on May 31, 2022. These units and the supporting infrastructure on site are now in general conformance with the approved 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 ' GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 WWWORCHARCHITECT, RE.COM 631 864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insul tion produc s noted below have been selected for their flame/smoke spread properties to meet the requirementslof the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation �t Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 %" (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke development index less than 450 in accordance with ASTME84. Draped Foundation Wal Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, inc+uding facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not o exceed 450. Provided/ Installed. Ecotouch Flam Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espectfu)ly submi ed, I; � ED ARC, 06SRT C/y�y�T X40 `�`� 'pLc�' CA Glen Cherve y IA, LEE AP Principal 02381 0� OF NE�N� MECHANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President 20 Feldland Street, Bohemia, NY 11716 • (631) 563-1298 - Fax: (631) 563-2954 GRCH ARCHITECTURE IPC . 3750 EXPRESS ERNE SOUTH SUITE 202 ISLANDIA. NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 May 01, 2022 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Basement Code Conformance Unit#56-Permit#46735 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. qey submitted, EDARc ERT Cjy�RL�j�� eny, AIA, LEED AP Nj, '902381 TQ OF NE`Ny GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 1 ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631864-3395 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#56— Permit#46735 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. Respectfull submitted, -`�FtEfJ ARC \5 5SRT Q/y y�j� 1 C� 2� Ch rveny,AIA, LEED AP Prin i al 9 023 A13 O T�OF NE�`l ' k ,vx�„n: � �t�� `< w_ y� ts�-� � x ,�e.:•,� k :vim� . .s�`i�F a ,.-� �'a } - - sz Vii: ,. .:: oY,».�• _ ... `*R,.� s �. '�' 1 i n,« .- 1 .x v- r� Tow 4 owl v, _Y p -•'�' �� .. '_' ..{� . ms's'. 'i � �.C' -„wire - .�w4 �' �"=” f.. ..s..Y.� ����,s�' '• �7' .,?� - r'3• I ��i wti rf Yr'`'j "'' t y Y y. Ab IS- . +'at -tl' r :r + '" �".'+' .3.�[4�R��j" /Q'rs y_ u�f•.�p�f� J' 'eat' a f� y If, vi k ,°i�T��- F!�•r�' �l•..a `. �� -. I .`� _- • - �r f it � r.'.? K ,F, *1 s est z z I law Ilk dr 49 =t- 1 • f .G=.t '�~ �.. �.�:..- � _ � "'moi` .,"'Mi. � .7C � �i'!R" .+. ,.h#',Y' �.�'r� c��.3 ;� �Y �^ �� ..' "Po •,� ,x `s _ +ram ��> { :r• Y yv c`y •�"' ,mays' _ 2t _ • 9• �' - „ , � 1 1 • • • • °i a • a e TMAN 11% FOUNDATION • , ��. kw t#A.71 0 DIM m �- �Y INSULATION. • • • • 1 ® 1111E / W vW SOW �Mol MY • e1 ® • � e f r� 1 .�/ � ✓ oF SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND. [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] .FIREPLACE & CHIMNEY.' [ ] "FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION" [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ' ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE /O REMARKS: S� 444�� 12 Ae_ -oty-w �vvjp, . DATE INSPECTOR �o�apF SOGIyOIo f # TOWN OF SOUTH LD BUILDING DEPT. co765-1802 a - ; 1 NSPECTI�ON [ ] UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &"CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] 'FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE �� INSPECTOR *OF SO(/lyolo TOWN-OF SOUTHOLD BUILDING DEPT. `ycou765-1802 + INSPECTION [ ] FOUNDATION 1ST [/ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING P.QFRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: h � I-'c.le- (/end jj DATE Z1�9.1 12/-L- INSPECTOR pF SO(/TyO� I r/ ( i' 5 �l//n # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ . ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY.INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION, NA ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) rl CODE VIOLATION [ ] PRE C/O REMARKS: ®Nz DATE INSPECTOR. �� �Q L/ OF SO(/T�o� TOWN OF SOUTHOLD BUILDING DEPT. `y�OUrm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: GG--aiti6 fixn> no 47- LN16-e DATE S-O�-EZ- INSPECTOR G pf SOGTho # # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULA,T�IION/CAULKING [ ] FRAMING /STRAPPING [ FINAL 1�p [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Aft DATE INSPECTOR UF SOUIHp H -7 3 * # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]. FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Ire 14 /c /t Ci A e.)c lat .s PJ Ae v rc( ,a S. coS DATE INSPECTOR �, ` i i r 1 fJ i £ �' n.. ' . 4 � S�. �. _, y - r. �� � � � l r3 _ ,. �" (, - � e i t - � _ � «. i � i .. � �� ��: .. a � v I ' e . I ho��oEsouryolo 735- * # TOWN OF SOUTHOLD BUILDING DEPT. num 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) �4 ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: IIJA 2 DATE 2 INSPECTOR BUILDING DEPARTMENT - Electrical Inspector ti TOWN OF SOUTHOLD Cy 17 Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 i ;� Q"�`�r% Telephone (631) 765-1802-FAX (631) 765-9502 ; Temporary Certificate # W Date 2021 Customer Name HARV 95-r'PoiNM Electrician Name MTM V5 "17 1 C Address S7 FARMSTeA-D C.r rr*.c Phone b j e-mail e-mail M-r LY*;-/06 co I Phone License # -37 O 0 Size A Phase Overhead . Underground #of Meters Remarks i I ► #of Underground Laterals 1 2 New X ; "H" Frame or Pole H P Fire Reconnect 1 Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation 1 is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 da s from the date above, Authorized by TOWN OF SOUTIROLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 httl)s://www.soutlioldtownny.gov For Office Use Only Date Received _PERMITNO. qW-36 Building Inspector:ector: D Applications and forms must be filled out in their entirety.Incomplete applications AUG 1 3 2021 will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. B ,DANO DI';PT. APPLICATION FO.R BUILDING_PERMIT Date: � TOWOF SOI THOL— OWNERS)OF PROPERTY: Name: Rimor Development Tax Map#:SCTM#1000- 102.01 - 02- �4 Physical Address: -5 CJ WAke56) CLk41Q (l `L Phone#: 631-678-2667 Email: teamalia65@gmai1.com Mailing Address: - CONTACT PERSON: Name:Henry Alia Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:GRCH Architecture Mailing Address: 3750 Express Dr. South Islandia, NY 11749 Phone#: 631-864-3395 Email: .CONTRACTOR INFORMATION:_ Name:Rimor Development Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION 2New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $240,000.00 Will the lot be re-graded? OYes ❑No Will excess fill be removed from premises? ❑Yes 0No 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? OYes ONO IF YES, PROVIDE A COPY. on file with builclung department 9 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County, ewYork and other applicable Laws,Ordinancesor Regulations,for the construction of buildings, additions,alterations or for removal or dernolitiow herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit auth ri ed i pectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursua t ct- n 210.45 of the New York State Penal Law. Application Submitted By(print n, & He Iia OAuthorized gent Owner Signature of Applicant: Date: Z STATE OF NEW YORK) SS: COUNTYOF 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 r 20—:z Notary P blic SHERRY PIRONE PROPERTY OWNER AUT h � � 1DT 0 IC,STATE 1 NEW YORK ion No. OlPI6388308 (Where the applicant is not the o ihed 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 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOL® .F 2 Q 2021 Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 Y roger.richert a-town.southold.nv.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: <,o 'of Date: " Company Name: TM if �C Name: License No.: --�>l bb ;rye email: e IeC (�--4c�, Address: ,c> y Ps v Phone No.. _ la,2() 1p JOE SITE INFORMATION: (All Information Required) Name: c a rid ') o , C I) meg: t -e— Address: CA ikbalti � S Cross Street: Phone No.: (OD�' Bldg.Permit#: 46-735 email: Tax Map District: 1000 Section: ,� Block: C .L Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Clrcle All That Apply: Is job ready for inspection?: YECN_9�) Rough In Final Do you need a Temp Certificate?: �/ NO Issued On tmc�dej a-22--21 Temp (All information required) Service Size 1 P 3 Ph Size: 1�d A # Meters Old Meter# �Servi e - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead # Underground Laterals1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form xis v\ BUILDING DEPARTMENT-Electrical Inspector k ` TOW, N OF SOUTHOLD P 7 Town Hall Annex -54375 Main Road 2 0 Box--1179 o� Southold; New-York 11971=0959 Telephone (681) 765-1,802 - FAX-.(631),765-!9502 roger.richert(do townaouthold'ny:us APPLICATION FOR ELECTRICAL .INSPECTION REQUESTED BY: Vje a �, ^ 1� Date: Company Name: ?C- Name: License No.: p) email: -N't ec Pv G. CL,v7n Address: , " y ( Z ,1 j Phone.-No.• 2- C: JOB SITE INFORMATION: (All Information Required) Name: )A �` C r✓ zk li --e-- Address: ("4- Cross Street: Phone No.. Bldg.Permit#: 46-735 email: d 1 Tax Map District: 1000 Section: Block: 0).b Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YE-1NO) Rough In Final Do you need a Temp Certificate?: Q791 NO Issued On--mcWeA Q-2-2--2_/ Temp Informatl® (All information required) Service.•Size -1 P 3 Ph Size: 1 C A # Meters ' Old Meter# rlw Senn - Fire Reconnect - Flood Reconnect- Service Reconnected - Underground - Overhead nderground Laterals\ 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form.xls `JO V� PERMIT# Address: Switches Outlets 49 , 'sL ' Surface Sconces , ( +� HH's �1 (� UC Lts Fans Fridge Exhaust (� Z, Oven Drye r<4--17ti� Rokes '� DW Service f Ca on Micro f Generator Combo I 2 Cooktop Transfer 7 AC AH Mini Special:C0'r- Comments. Wt �. 15— C aAA1AA Al-119 In 19IJ, Q LS i I Town Hall Annex �� G 54375 Main Road Telephone(631)765-1802 P. O. Box 1179 " C4 Fax(631),765-9502 , 1. Southold, DIY 11971-0959 _ BUILDING DEPARTE�T NOTIC 'i 0F.1UTILIZATION OF TRUSS'TYPE. CONSTRUCTION PRE-ENGINEERED WOOD CON STRUCTION'ANDIOR TIMBER CONSTRUCTION Date: / I Owner.-'" �t�7 Locatiorof Property ' q ,i5 Please to otice that the:.{check applicaplg--l(ne): New commer`cial.orresiefential;:structure �dditlon to e;dsttrig cbmrnerciaf or residential-structbr, Rehabilifiaf<pn o i exisiing'c0ink i ercial or reside ntai structure to be.consti r rcfed` :r.performtl.at the subjecf property reference above will t.rtiiize ,• (che"ck app(' adle';li1e): 00, _. ... . Truss;l "; e:construction TT Pre-engin-ddf�d v.v000d ;consfiruction (PW) _. Timber consfrudtivi (TICI..a., in the following location(s) (check applicap,le(ine:)` . Hoor framing, including girders and beams (F) Roof framing (R) Floor and roof fra Signature: Name (person submitting this fo ): Capacity (check applicable line): 'Owner j _ Owne' r representative a - TrussRegl5.dccx Effective"111/.015 I i r~r'�t��e}�T't;;i+.r- L�j¢�� i Yfri~* i?S "„�; aa�ri• a`�';a�,Yi�e.� ..�'r^�i. 7Faa'1.p.���sY7 'L�i`t•�s��'1r'.�L�% • L _ af, �! .fi'.•`' O�u!�`TS. n .Sa YIRY,}r '�{%+i��Jw"',. L ✓z�..� aY •J t'J ;�iyat�"�S�{,ti,� �,�ne�11�aG �rte:�trJ•t c •'L�,lrz`—•Lc.'1rT r��ssst�;�{t j�'�rr /.ti r�t n�� ♦ o�cry . r�'.j+.. "�'v��(r'.r. •r,y )ti•a 1SL +y : ■ t 1x1 1 �s f "',+.�• i ts. 'S¢ 73tsj" T r ��1f ��� r hr1','L �� 14� ��• �d .jjl, $ l.jr !,{�• JIt'r a.: -r rTr alt' {+�t i'. i3qq� 1 � ,' 1 =:3 ate`' $ -•---i--- r� �L + a~ $ r j MR. 11"AEll Mm 12 ............. &3lila re ............. ...... ...... ... ....... —5� IM -"r-- R7—XL Z Z R7—XR *0 W11 2 NO TYPE B—D RAMP ............ TYPE B—D (TYP.) RAMP • N3 (TYP.) PROPOS SIDEWALK (TYP-) AREA LIGHT —>�PROPOSED SINL ED G (IYP.) R BICYCLE RACK 50- 71 WE ,,A-1 USH R13 .......... D ........ CLUBHOU"'Ill Is (N) PROPOSED lo, x 10, DUMPSTER til A ENCLOSURE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR 7Department ONLY OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 Healthef.No. (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS OMPLE PLEASE CTE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. [Name ECTION 1 FOR ALL RENEWALS AND TRANSFERS XISTING REFERENCE NUMBER: R10-17- D1 ax Map No 1000 District Section Block Lot of Current Applicant: Rimor Development LLC Tel#: (631) 735 9200 Mailing Address:B® Box-903, Cutchogue, IVY 11935 Email Address:teamalia65@gmaii.com Name of Current Agent: Henry Alia (631) 678-2667 Tel#: Mailing Address: PO Eox 908, Cutchogue, DIY 11935 Email Address:teamalia65@gmail.com DATE OF ORIGINAL APPROVAL: 09/08/2017 *If more than 6 years old and SCDHS site inspections have not been performed,a new application will be required SECTION 2 FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: TTelT#: ( ~ ) - I hereby transfer all rights and interest in the above referenced permit,to the,new applicant named above; Signature of Previous Applicant/Agent: Date: SECTION 3 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Architect/Engineer/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,J>d'RENEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereby certif at have amined this complete application and the statements therein are true and correct,and that all work shall be done in c r - ith 11 applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a misde a or urs nt S210.45 of New York State Penal Law." Signature of Current Applicant/Agent o Date zo Print Name of Current Applicant/AgentTitle enry li Agent/Project Manager DEPART ONLY Permit is Transferred/ enew Until 7- 0 7-3 Number of Bedrooms Approved AIM Signature of Department Representative Date_la o PS'-2o WWM-104(Rev. 02/12) 3� 1' •Z (n Z1Crc�� d - r Lin®(s) t1ST ge Ins St County Dept. Of Health SeryThe lo _. Call 852-5754, 48 Hours In Advance TO Schedule Inspec#on(s), � APPROVED IN ACCORDANCE WITH BOARD OF � REVIEW DETERMINATION DATED 5-8— l7 >- `r' M z z o $1JRJECI TO CC1mANTS RESTRICTIONS URER Z 2 � z LLI Z o PAGE_/3� 0 J lJJ 0Q C7 Y m P� 00 o =1 W LL = E1Y�INE,EP'� CERT{F7CAYIGq PE�UIRI?C. co U) SUI?Mlfi P.E. OR R.A. (:rRT;PIc;f;afCfy > 0 U O W FOR INSTALLAT X AiaC;a.CtdSi14L14^,YI®N = Cn OFI�1dQLV Cw e✓ fP t r�� O CDO a 0) () FOR Fli`dAL°1 PPRCVAL, syGMs - o I-- - ^,: 0 -uflblk Coate - I tY l eparti ant of Healtl3 d �eApproval for C®nstY°aaotion-I then T`laM Single ri ad �Cf:'re2]Ce ®. ��CdaDesign Flow PROJECT IVO.: ®®®�b'Uses) �Z� � C'�f -- "These plans have been reviewed for general conformance wtDRAWN BY. KCK County Department of Health Services standards, relating to water CHECKED BY: TFL supply and sewage disposal. Regardless of any omissions, DATE: inconsistencies or lack of detail, construction isrequired to be in accordance with the attached permit conditions and Applicable SCALE: AS NOTED standards,unless specifically waived by the Department This approval FILE NO.: expires 3 years from the approval date,unless extended or renewed. v8-MY2 CADD: 00026_SP ApPr�al Date Reviewer SHEET NO.: Rovk9d Plan Approved /o-/_S- 2- .r2®Z3 F 5 S.C.D.H.S. APPROVAL MNOTES: UWW� AvTHE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURESTO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, 7 W 41PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. aS O 1'' IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, U PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY pq v O� �• z PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED ^I /� Q PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTERAN REM INANY WAY.IF 'Qe �•✓/LC�r �J J Q 0- AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR ISALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFN TO THE REM HIS SEAL AND J [!] THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 7 ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. co COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. •1' `�, NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS _ (�, OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. S� L:: 200.Op/ PROP. CURB N 49°50'53" E v" PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE rjDS.WATER COURSES, ro 6g 551 SOIL CONDITIONS,VEGETATION,CONDITIONS IF ANY,INCLUDING TREES,EES,PATHUT NOT S DEB S TO OR NANY OTHER CONDITIONS °' sti 60.00' ti °cIj� OTHER THAN VISIBLE PERMANENT STRUCTURES. O' ^- ^ry 0) ^ /'� - COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS �^ PROP. CURB _/ �/ I RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, {VVT,II YJ� RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED /ryIN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN ?3 Gqn p °0 co" W PERMISSION OF THE SURVEYOR. 'T�G ry OD THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL ^ .0 C/ F// / a r3°^ � �'J/� MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER P \\ /0' ^ CV `/j�, �/I PURPOSE. V Il(] 0 Lo h 2°, opo pNp 1 / , R=140.00' U) ° Q RfVOU 1 6 2023D 1 °' Cr�,irss FFo�No,yob ✓/ 3S L=37.19' �Q�"�l " .0, ti / �9r�0iv(y '` S 23°11'01" E BUILDING DEPT. 3661 Sa 39.36' TOWN OF SOUTHOLD M s R=112.00' \ Hq r4 s L=29.72' w UJ ®� N�l/y gssocq 4 >> h r3 �0 h S 38°23'13" E z �� 'o\ DAVID p O R.3 �o Fyo °' 2' 62.34 \� gTowroF R=112.00' w ,�<�NFS L=29.75' z1�,� (� v 70, \ �, 53037'34" E J 2 �O 1.14 � ' < I LU SAO 0.0502 3 ¢J �i R=112.00' L=29.75' Cq S� Q I o S 38024'18" E F M 96.29' ti I C/) R=410.00' m 1� L=450.51' S 24033'07"W 107.80' S 65026'53" E 167.99' (ACTUAL) ,o-z7-zoz, FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED SURVEY R=27 �y'(� - S52°55'20"W FOR UNITS 55 - 56 R=275.00' ���.�P� UNIT DESGNATION MAP OF L=77.85' I ,-S37°04'40"E HARVEST POINTE CONDOMINIUM 2 S 49009'21" E w 95.00' I FILE NO.:490 FILED September 28, 2020 F-- z SITUATED AT 8"82 w g I TOWN OF CUTCHOGUE S 40052'38" E W TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 27.03' ¢ Z SOUTHOLD S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 029.000&030.000 s52055'20°w NELSON & POPE 19.24 V _ _ _ _ ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 Z )j ( ti� Y V PHONE(631)427-5665 FAX(631)427-5620 LL W `` (___. WWW.NELSONPOPE.COM U_ cIf INDIVIDUALSURVEYS SCHOOL HOUSED E SE LANE DRAWN BY: NP CADD No.: 00026_1 SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I • DATE: ;.,17-01-2021 PROJECT NO.: 00026 1"=30' NOTES: MF THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE S NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS.POOLS, p I/ PLANTING AREAS.ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. v IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, ee �ol�i FFT PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209•FOR ANY cG PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED �Qe &(J& 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 Ce I q o ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEL AND O Fe F THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPIES OF THIS SURVEYcb 4%?00 00, SEAL OR EMBOSSED SEAL SHALLL NOT NOT TBBE CONSIDING THE ERED TOBSURVEYORS VALID LTRUE UE COPY. 2 NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS R-200, B.S. CURB OR RIGHT OF WAYS,IF ANY.NOT SHOWN ARE NOT CERTIFIED. 00' N 49°50'53" E ATF Q � A C ��6 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE M 9,q 7 j �\rU��Q CV \\Re g.55' 60 00� CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, O v 0 SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS TFR OQo q- 06 c`" N20 13�39n OTHER THAN VISIBLE PERMANENT STRUCTURES. f° Vv =��QQ� ® 6,711 COPYRIGHTO NELSON a POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS 4 Op FSOF RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, ry °dry 2 y �o a My RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED .0' S C w IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN �p ' °N °°I PERMISSION OF THE SURVEYOR. 86 a 7�0 Alk 1 CO C-4 CO ,� 0 to �� 00 d V �/TSS F�MF GF M � FR o 37.019'0' cn M RFSL, ✓ a c> ass°C;STA �� 's0cF�/ 36� O��CF 39.3611'01" E Oo,Nr\ Ri 7?y o / 6 7 Sg cb °Fpp sc°��\ FH°4Os°R�T ��y��' `' �ry Q��� L=29.72' ' �,,, w OF by 67 g R f� WQ� ADPpp40� 0" S 38°23'13" E � 1.0, 62.34' 3°00O� R=112.00' � w q < 's.2. L=29.75' O Go° 4j9 10' \ °O c Ri S 53°37'34" E cA Alc��' /� '3 �FN��o,q°Fr 51.14' �_ Q I LU d'� 0 05 R=112.00' U � I - L=29.75' Q I o S 38°24'18"E r I 96.29 / R=410.00' 04 L=450.51' S 24033'07"W I 107.80' 167.99' (AC UAL) S 65026'53" E `! S52055'2 "W 49.54' ,�Q`v 10-27-2021 FOUNDATION LOCATION FINAL SURVEY R=275.00' ��,�PC1� I o 02-23-2022 SANITARY AS BUILT FOR UNITS 55 & 56 04-27-2022 FINAL SURVEY L=77.85' �; � I UNIT DESIGNATION MAP OF S 49°09'21" E w I p o HARVEST POINTE CONDOMINIUM 2 238.82' U) g w Z = FILE NO.:471 FILEDe�ATIE January 09,2018 S 40052'38" E > LU I 0 0 CUTCHOGUE Q TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 27.03' Q Z o 1— S52°55'20"W 2 p � B.aT.M.DISTRICT 1000,sEcnolv,foz.o1,eLocK oaoo.LOTfB 0m.000 a 030.000 19.24' I� _ _ mO ` NELSON ♦ POPE z 7 Af engineers•ar+chltews surveyors I LT w L 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com U j SCHOOL INDIVIDUALSURVEYS HOUSE LANE DRAWN BY: NP CADD No.: 00026 IS SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF 1 DATE: 05-04-2022 PROJECT NO.: 00026 V==30' i C NOTES: �/��• n THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE O ® PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USEAND THEREFORE ARE {/ NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, �c ,�.� (-- PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. Be K- G O- V .� ^ IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, $ C� i 0 4 }� PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION FOR ANY C.J PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED �c //��/ - _ ®7f ALTER< G PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTAN ITEM IN ANY WAY.IF �' z BEARING ALTER NG ENGINEER ESURVEYOR ER OR LANDEHALL AFFIX TO THE ITEM HIS NGIN FER OR LAND SURVEYOR IS ALTERED, EAL DE t„ �,9 j, \�C�CC NT �1 yTHE NOTATION"ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ,():y) ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. hn c) m COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED -Ti O SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. O U \ QRO `rC�G`\ '+ CCONO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS � ^�� \ pC w w —'I OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. ' M C / \ (/,qe \ wE w 7�7 FR y3 GJ � ` G - EE P R �.C UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED 1 j ���,<(I \ \ G ' 0 � AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. G '� ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN M�tFR ry O=Q�Q�O� ; I m PLAN DATED 7121/18.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED ^p• 00 ��,<4� O w TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS - QD � THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. �O=Q�Q� 3� ^ �' [rl CONSULTWITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR dry, 7g y O /~�� `�/ PD's FURTHER DESIGN. Gq 0' �O ' y� rn 3,`U t, $ 1 � � PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE - 'TigC 191CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS.WATER COURSES, I SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS O" 2,0, c� / a 73^ yM�FC' w 1 OTHER THAN VISIBLE PERMANENT STRUCTURES. .`�� /C" ?^' F FtFi�, O a C COPYRIGHTO NELSON 6 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS O=QJ 7 161 11 �(�� RECORDINGS'� G 0 RESERVED. NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, VASO O y 2.0 �!/(� \ / 2$h ME S�G 4i W N OR BY ANY COMPUTER OR OTHER Y OTHER N SYSTEM WITHOUT THE PRIOR WRITTENS,OR STORED,PROCESSED OR TRANSMITTED q (o .0, (/NETS �q A_ ✓ 33,�y tF� PERMISSION OF THE SURVEYOR. Q b• S ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT SHOWNC ALL SANITARY PIPING 4'd 8'SDR-35,TYPICAL. rNVOS ^ ' 81.f,.4j+h rV 7 q. Fp /NV IS ?0- -- Sr. O 3/q7 3160 h7 20,4 . DCC !'® 0 A O 33 typ 411 a90 rt Qr cp ^0 $3" H� sTN n r z G 40 O 332V1 11 2t� •05023 �� 1 10-27-2021 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED SURVEY 02-23-2022 AS-BUILT SANITARY FOR UNITS 55 - 56 UNIT DESGNATION MAP OF SANITARY SYSTEM AS-BUILT TABLE HARVEST POINTE CONDOMINIUM 2 STRUCTURE NAME I TIE A TIE B i FILE NO.:490 FILED September 28,2020 UNITS#55-56 SITUATEDAT ST-1 27.0' 46.0' CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK LP S 3 2.6' 47.6' S.MT.M.DISTRICT 1000.SECnON.102.01,MMM Oz00,LOTS ON.000&030.000 LP 46.3' 55.2' of ` NELSON ; POPE s HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S t engineers•architects-Surveyors UN IT N o. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com 55 R10-17-0109 1,599 S.F. 380 S.F. 1,979 S.F. 56 {, ; 17�T +'O 17 01`ZO�`4, DRAWN BY: NP ADD No.: 00026 1 . R ::.; 1,599 S.F. 363 S.F. 1,962 S.F. 0002s_I SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF 1 ^ DATE: 03-01-2022 PROJECT NO.: 00026 V.-30' Un45 55+ 5(, 1<0aj PLUMBER CERTIFICATIOI. ON LEAD CONTENT BEFOE CERTIFICATE OF OCCUPAP, . APPROVED AS,NOTED SOLDER USED IN INA TEF DATE:, B.P;# 3 4-410 7 3s EXCEED S2YSCANNC- . -. OOF1/ LE =, . FEE:' D BY NOTIFY,-BUILDING OEPARTMENT AT 765-18- 8AM TO -:PM FOR-THE ELECTRICALFOLLOWING TO 1'.: FOUNDATION- TWO REQUIRED INSPECTION REQUIRED FOR POURED CONCRETE 2:.ROUGH`'='FRAMING & PLUMBING 3. INSULATION 4'.-FINAL CONS T R!.'CTION MUST TRUSS PLACARDING REQUIRED BE-COMPLETE FO C.O. ALL,-.CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR --- DESIGN -OR CONSTRUCTION ERRORS. DO.NOT PROCEED WITH :FRAMING UNTIL SURVEY. i?. FOUNDATION LOCATION COMPLY WITH ALL CODES OF -;HAS.BEEN APPROVED. ' NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF Must provide Manuals SOUTIiOLD TOWN PLANNING BOARD D,J and S as per T TEES NYS Energy Code ANCY OR Flower door )CCUP and ductwork JSE IS UNLAWFUL testing required. NITHOUT CERTIFICA All�F OCCUPANCY exterior lighting installed,replaced or repaired shall conform to Chapter 172 RETAIN STORM WATER RUNOFF of the Town Code PURSUANT TO CHAPTER 236 OF THE TOWN CODE. -- - - Fire separation 4i required as per ` i1L PLUMBING WA E NYS Code &WATER LINES NEED TESTING BEFORE COVERING LTH THESE APPLICABLE CODES: R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, Section R316 Foam Plastic TABLE 3405.1 � W E Z A C W FOR N Co M PLANS ARE IN N draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed 3316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. Properties of Soil Classified According to the Unified Soil Classification S stem W 2020 RESIDENTIAL CODE OF NEW YORK STATE space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall bear y 2 E UNIFIED SOIL o 2 0 20 EXISTING BUILDING C 0 D E 0 F NEW YORK STATE be provided in floor-ceiling assemblies under the following circumstances: the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine that the SOIL CLASSIFICATION VOLUME D 2. Floor framin is constructed of truss-t e o en-web or erforated members. end use will comply with the requirements. GROUP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE CHANGE ai 9 YP P P POTENTIAL U 2 0 20 FIRE C 0 D E 0 F NEW YORK STATE pp' g / gyp / p R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam I p SYMBOL CHARACTERISTICS POTENTIAL _ R 302.1.12.1 Materials. Draftsto in material shall be not less than 1 2 inch sum board, 3 8 inch wood structural anels. p astic shall be se orated from EXPANSION Q � U � the interior of a buildin b an a roved thermal barrier of not less than % inch sum wallboard. Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, GooD Low Low U 9 Y PP 9YP LITTLE OR NO FINES 2020 MECHANICAL CODE OF NEW YORK STATE 3302.13 Fre protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, Z 20 20 PLUMBING C 0 D E 0 F NEW YORK STATE gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is required by Section R807.1. LITTLE oR NO FlNEs GOOD Low Low _Q N 0 0) GROUP I Sw WELL GRADED SANDS, OR GRAVELLY SANDS, I- O v � 2. The space is entered only for purposes of repairs or maintenance. LITTLE oR No FlNEs GOOD LOW LOW () T -� � 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 3. The foam lastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/8 inch SP POORLY GRADED SANDS, OR GRAVELLY SANDS, : '� V > `- +- Exceptions: P 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE- 4. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. gypsum board. LI oR No FINES GOOD LOW LOW N ONO � N 1' 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 GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES GOOD MEDIUM LOW � - C . _ RESIDENTIAL P R OVI S I 0 N S Section 3303 thermal barrier specified in Section 3316.4 subject to all of the following: SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW Z V - = of to Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not more than 3Y inch. Q i' X C M GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW Q W � 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 CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW U o Fn "t 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, ❑ = M - GENERAL Exceptions: 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 with ASTM E 84 or UL 723. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW U i i ns of the 2020 Residential Code of NYS for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, installed in accordance with Section M1507. GROUP 2 SLIGHT PLASTICITY 3101.2 The prov s o � M replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and two family dwellings and townhouses not more 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an Section 3317 Protection of Wood and Wood-Based Products Against Decay cL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, ± 3317 All sills and totes on exterior foundation wall to be ressure reservativel treated in accordance with AWPA U1. GRAVELLY curs, sANcuYs �' SILTY cuts, LEAN MEDIUM MEDIUM Mo�low = than three stories above rade plane in height with a separate means of egress and their accessory structures not more than three stories above grade average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. P P P y o_ 9 Foundation wood irders: wood irders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum plane in height. 3303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior 9� 9 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 3305 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 strep th and has (been anchored to the floor abov r has been sufficient) g e, o Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that fasteners and service openings. Celin Hei ht 3317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in y braced to prevent damage by the back fill where the unbalanced hei ht of fill exceeds 4 feet. 9 Z It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. f '-0" in habitable rooms. Minimum ceilin hei hts of 6'-8" in bathrooms, 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 3405 foundation Drains e g O 3305.1 Minimum hei ht. Minimum ceilin hei hts o 9 9 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. 3405.1 Concrete or masonry foundations. Drains shall be rovided around concrete or mason f - Mezzanine: An intermediate level or levels between the floor and ceiling of any story. 9 9 9 Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the ultimate design wind Exceptions: h r or tub a ui ed with a showerhead shall have a ceilin hei ht of not less than 6 feet 8 inches above an area of not less than 30 P ry oun a ions that retain earth and enclose habitable or usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other apiproved systems or materials shall be ~ 2. A s owe R 319.1 Address identification. Buildin s shall be rovided with a roved address identification. The address identification shall be le ible and laced in a osition installed at or below the top of footin or below the bottom of the slab and shall discharge by gravity or mechanical means into an approved D speed (Vult) is 130 mph or greater. q PP 9 9 9 P PP 9 P P 9 inches by 30 inches at the showerhead. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall drainage system. imita ions of this code 3. Beams irders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 feet 4 inches of the 3301.1.1 Alternative provisions. As an alternative to the requirements in Section 3301.1, the following standards are permitted subject to the I t 9 be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a stroke with Exception: A drainage system is not required where the foundation is installed on well drained round or sand F- g gravel mixture with soils according fn and the limitations therein. Where engineered design is used in conjunction with these standards, the design shall comply with the Building Code. finished floor. of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate to the unified Soil Classification S stem, Grou I Soils, as detailed in Table 3405.1. 1. AWC Wood Frame Construction Manual (WFCM). (2015 EDITION) R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous locations for the 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 Y P Z purposes of glazing. other sign or means shall be used to identify the structure. Address identification shall be maintained. Q I x eedin the limits of Section R301 or otherwise not R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a hazardous location where Section R406 Foundation Waterproofing and Dampproofing U 3301.1.3 Engineered design. Where a building otherwise conventional construction contains structural a ements e c g 3406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls thiat retain earth and enclose interior lY conformin to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only the bottom exposed edge of the glazing is less than 60 inches above the floor. Section 3321 Elevators and Platform Lifts spaces and floors below grade shall be dampproofed from the higher of (a) the top of the footin or b 6 inches below the to of the basement O 9 I ed osition. f nonconventional elements with other a licable rovisions and shall be compatible with the performance of the conventional framed 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a cos p demonstrate compliance o PP P 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. 9 P LL. system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 2. Where the glazing is on a wall less than 180 degrees from the plane of the door in a closed position and within 24 inches of the hinge side of B44. m - in in oor. scope of this code. an in sw g g d Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME At8.1. 3406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of one-half of the backfill) � 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 heio ht and covered with stri s of 30 oun p p p po y y P P i n riteria. Buildin s and ortions thereof shall be constructed in accordance with the wind provisions 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. \V 1 C) g p p d as halt a er or 6 MIL I eth lene to ermit water see age while avoiding infiltration of fine soils. �..J 3301.2.1 end des g c g p Section 3322 Flood Resistant Construction The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavatiion. ❑ speed in Table 3301.2(2) as determined from Figure 3301.2(5)8. Exceptions: R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in Table 1. Glazing adjacent to walking surface and rail is installed 34"-38" above landing. R301.2(1), and substantial improvement and repair of substantial damage of buildings and structures in floor hazard areas, shall be designed and R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless round surface is cowered b a class one va or retarder n II fr m he walkin surface. 9 Y P 3301.2.1.2 Protection of openings: Window glazing in windborne debris regions shall be protected to meet the requirements of the large missile test of ASTM E1996 & 2. Glazing 36 inches or more measured honzo toy o t g constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard area shall material. If this retarder material is used, provide 1 s.f, of venting per 1500 s.f. floor area. Install vents within 3 feet of each comer of ASTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or ANSI/DASMA 115. comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified foundation. Exce tion: Wood structural anels with a thickness of not less than 7/16" and span not more than 8'-0" shall be permitted for opening protection. Panels Section R310 Emergency Escape and Rescue Openings flaodways 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" lb 24". P P Y shall be precut and attached to the framing surrounding the opening. Panels shall be predrilled and secured with the attachment hardware provided. UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood-resistant AND RESCUE OPENING PER SECTION R310. (Egress window & window well) enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the building R502.2.2 Blocking and subflooring. Blocking for fastenin panel ed es or fixtures shall be a minimum of utilit rade number. ubfl i R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening, or structure in violation of this section. 9 9 y g S oor ng shall be wood E""� structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. TABLE R301.2(1) inim m o enin area. Emer enc and esca a rescue o enin s shall have a net clear o enin of not less than 5.7 square feet. The net clear R 322.1.6 Protection of mechanical, plumbing and efectrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA 3310.2.1 M u p g g y P P 9 P 9 3502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max. where beam is not located under wall to allow for piping or vents. hei ht o enin shall be not less than 24 inches and the net clear width shall be not less than 20 inches. appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section 3322.2 or � 9 P 9 3502.6 Th e ends of each 'oi GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean 3310.2.2 Window sill hei ht. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches 3322.3. � st, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and not less than 3 inches of bearing DESIGN UNDERLAYMENT FLOOD Freezin Annual 9 in II in accordance with Section R310.2.3. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditionin ; plumbin ap liances and lumbin fixtures; duct on masonry or concrete or alternatively, the ends of joist shall be supported on a t"x4" ribbon strip and shall be nailed to adjacent stud. W SNOW SPEED To o ra hical Special Wind DESIGN FROST IJNE HAZARDS g above the floor; where the sill height is below grade, it shall be provided with a w dow we 9 9 P P 9 p g P TERMITE DECAY Index Tem stems; and other service a ui ment is ermitted below the elevation re uired in Section R322.2 or R322.3 rovided that the are desi ned and installed to R502.7 Lateral restraint at su orts. Joists shall be su orted lateral) at ends b full de th solid blockin r W LOAD (mph) Effects Wind bourne CATEGORY WEATHERING DEPTH TEMP REQUIRED p 3310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width of not less than 36 �' q P ? q P Y 9 PP PP Y Y P g o by attachment to band or rim joist. (A inches. The area of the window well shall allow the emer enc esca a and rescue opening to be fully opened. prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the effects of R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, p Re ion Debris 9 Y P 9 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 zone 3310.2.3.1 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 below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. drawin s m V J v • SLIGHT TO t 0 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 9 MODERATE from the wall and shall be s aced not more than 18 inches on center vertical) for the full hei ht of the window well. R 322.1.7 Protection of water su I and sanity sewn e s stems. New and re lacement water su I s stems shall be desi ned to minimize or eliminate infiltration R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be re ared b a re istered truss desi n 20 140 NO (B) SEVERE 36 TO HEAVY MODERATE Degrees Yes X 1500 P y y PP Y ry 9 Y P PP Y Y 9 p p y g 9 ❑ [� of flood waters into the system in accordance with the plumbing provisions of this code. rofessional where re uired b the statues of the urisdiction in which the ro ect is to be constructed. ^ O P q � Y 1 P 1 ` 3310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section 3405.1 R 322.1.8 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the elevation or by an approved alternative method. required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. R301.2.1.4 Exposure category. 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 R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the Section R506 Concrete Floors (On Ground) 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings with the United Soil Classification System, Group I soils, as detailed in Table R405.1. P4 design flood elevation shall: 3506.1 Concrete slab on grades to be min 3-1/2 inches thick. r , or larger. Exposure B shall be assumed unless the site meets the definition of another ex osure. R311.6 Hallways: min. 36" clear width. R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace slo assin U P t. Be used solely for parking of vehicles, building access or storage. 2. Ex osure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. 9 P 9 p 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: Z) h iall obstructed area. Includes flat o en count and rassland. R311.7.1 Width. Stairwa s shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom Exception: A base course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group I 600 feet from t o part y P rY 9 Y < h stairwa at and below the handrail hei ht includin treads and landin s shall be not less than 31 '{� inches where a 2.1 The total net area of non-egineered openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area according to the United Soil Classification System in accordance with Table 3405.1. 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 height. The clear width of t e y 9 9 9 is measured on the exterior of the enclosure walls. Q 3506.2.3 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 H feet from the unobstructed area. handrail is installed on one side of 27 inches where handrails are provided on both sides. R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapor retarder is not re uired for Gara es, fn 3311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. 1. There shall be not less than two o enin s on different sides of each enclosed area; if a buildin has more than one enclosed area below the desi n q 9 F- R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 151 inches (12.58') between floor levels or landings. p 9 9 9 utility buildings and other unheated accessory structures. U 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 flood elevation, each area shall have openings. Z rovisions, rovided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of 3311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. 2. The bottom of each opening shall be not more than t foot above the higher of the fins► interior grade or floor and the finished exterior grade W P P R311.7.5.2 Treads. The tread depth shall be not fess than 9 inches per supplement. immediately under each opening. Section R602 Wood Wall Framing 2 hei ht limits of this section are exceeded, the desi n of the buildin , or the noncompliant portions thereof, to Chapter 6 are exceeded. Where the story g g 9 in nosin rojection n I han 3 4 inch and not more than 1 1 inches shall be rovided on stairwa s with solid risers. 3. 0 enin s shall be ermitted to be installed in doors and windows• doors and windows without installed o enin s do not meet the re uirem n of thi 3602.3 Design and construction. Components of exterior walls shall it fastened in accordance with Tables 3602.3(1) through 3602.3(4). Wall sheathing resist wind loads shall be in accordance with the Building Code. 3311.7.5.3 Nos gs. A g p t of ess t / � p y P g P p g q e is s U R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. section. shall be fastened directly to framing members and shall confirm to the requirements of Table 3602.3(3). Q 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 R311.7.8.4 Continuity. Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over lowest tread. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. 0 3302.2 P 9 wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall Exceptions: 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical 1. Handrails shall be permitted to be interrupted by a newel post at the tum. structural members su ortin the lowest floor, with exce tion of ilin , ile ca s, columns, rade beams and bracin , is elevated to or above the base PP 9 P P 9 P P 9 9 TABLE 3602.3 1 FASTENING SCHEDULE installations shall be in accordance with Cha ters 34 throw h 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in R311.7.10.1 S iral Stairwa s S iral stairwa s are ermitted rovided that the clear with at and below the handrail is not less than 26 inches and the walkline floor elevation plus 1 foot or the design flood elevation, whichever is higher. U P 9 P Y ' P Y P P 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 accordance with Section 3302.4. radius is not greater than 24} inches. Each tread shall have a depth of not less than 6� inches at the walkline. All treads shall be identical, and the 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall rise shall not be more than 9 inches. Headroom shall not be less than 6 feet 6 inches. and Coastal A Zones shall be supported on pilings or columns. . BLO PTION FASTENING (a,b,c,d) assembly tested in accordance with ASTM E 119 or UL 263. R 311.8 Ramps. 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall R 311.8.1 Maximum slo e. Rams se in s door re uired b Section R 311.2 shall have a sloe of not more than 1 unit vertical in 12 units 1. N JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. Section 3325 Mezzanines TOE NAIL 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 2. CEILING JOISTS TO TOP PLATE assembly tested in accordancis with ASTM E 119, UL 263, or section 703.3 of the Building Code. P p ry g the egres q y p THREE SD COMMON. TOE NAIL horizontal (8.3 percent slope). All other ramps shall hove a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: 3. CEILING JOISTS NOT ATTCHED TO RAFTER , Where it is technical) infeasible to con I because of site constraints, rams shall have a sloe of not more than 1 unit vertical in 8 units R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which ( ) LAPS THREE 16D COMMON FACE NAIL Y PY P P the are located. The enclosed ortion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is OVER PARTITIONS n ti TABLE 3302.1(1) Y P EXTERIOR WALLS horizontal (12.5 percent). located. W n �i 02 MINIMUM MINIMUM FIRE 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 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE 3802.5.1 9 ( ) FACE NAIL ¢ N N N ri � CO - u. R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section Rat t. o � N N M M � �i 5. COLLAR TIE TO RAFTERS THREE 1OD EACH EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE sphere 4 inches or more in diameter. R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they ore located except for walls not more than 36 inches in height, columns FACE NAIL R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and and osts. 6. RAFTER OR ROOF TRUSS TO PLATE THREE 1DD COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL FIRE-RESISTANCE RATED 1 HOUR 0 feet P WALLS greater than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one P THREE 10D COMMON. NOT FIRE-RESISTANCE RATED o HouRs >_5 feet Exce tions: 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP TOE NAIL of the following: 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 RAFTERS PROJEC'�IONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE :'2 feet to <5 feet t. 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 TWO 16D COMMON. END NAIL enclosed space is not greater than 10 percent of the mezzanine area. 8. STUD TO STUD NO AT BWP TABLE 3302.1(2) position. ( ) 16D COMMON AT 24"O.C. FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 2. In buildings that ore not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 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 cn MINIMUM MINIMUM FIRE 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 10. BUILT UP HEADER, TWO PIECES z z EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R312.2.2 endow o enin and control devices. Window o enin control devices shall con with ASTM F 2090. The window o enin control device, after R401.4.1 In lieu of a con lete eotechnicol evaluation footin s shall be laced on rock, sand ravel and or ravel, sand, silt sand, cls a sand, silt ravel or 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL g g P 9 P 9 Ph P 9 P 9 9 P 9 / 9 Y YY Y9 FIRE-RESISTANCE RATED 1 HOUR 0 feet operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than 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 11• CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL 6i z U rn a a WALLS the area re uired b Section 3310.2.1. an inor anic material or fill. 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0 C FACE NAIL z z z o z z Z . of NOT FIRE-RESISTANCE RATED 0 HOURS 3 feet q Y Y 9 / O O O H O O 1- w TABLE R402,2 Concrete: A 28 da minimum con ressive strep th f'c is re uired at the followin locations: 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON ¢ g Y P 9 ( ) q 9 FACE NAIL > a 3302.2.3 Continuit . The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, Section 3313 Automatic Fire Sprinkler Systems 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment ON EACH SIDE OF END JOINT (24"MIN LAP SPICE w m m J Y i m n hr hout with an U deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclosed 3313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade plane shall be equ p e t t oug 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment LENGTH EACH SIDE OF END JOINT) assessor structures. automatic sprinkler system. R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL 3313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 `o 3302.2.4 Parapets for townhouses. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL N or NEPA 13D. R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, o 1. The parapet shall extend not less than 30 inches above the roof surfaces. 3313.2 One and two famil dwellin s automatic fires tens. One and two famil dwellin s havin a hei ht of three stories above rade shall be a ui ed 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating as tested in accordance with Y 9 Ys Y 9 9 9 9 q PP isolated plain concrete footings supporting columns or pedestals are permitted. throw hout with an automatic s rinkler s stem. ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet on 9 P Y R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill lutes shall be anchored with inch diameter FOUR 8D COMMON. TOE NAIL each side of the wall or walls or one la er of 5 8 inch T e X sum board is installed direct) beneath the roof deckin or sheathin , su orted b not less R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. P 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON y / yp gyp 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 FACE NAIL than nominal 2 inch (51 mm) ledgers attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE SD COMMON. TOE NAIL (� walls and any openings or penetrations in the roof are not within 4 feet of the common walls. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the located not more than 12" or less than 3.5" from the end of each plate section. Plates shall be protected against decay and termites. I_ 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 building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON 0 6"O/C TOE NAIL Z W P P f 4 inches below the deck of the lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance deflectors are within 1 inch to 6 inches below the structural members and a maximum distance o 1 27. BUILT UP GIRDERS AND BEAMS (2X LUMBER) 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER rating. The wall shall be rated for exposure from both sides. exterior balconies and decks that are constructed of open wood joist construction. 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL a CD 3302.2.6 Structural independence. Each individual townhouse shall be structurally independent. TABLE R404.1.2(1) Exceptions: Section 3314 Smoke Alarms Minimum Horizontal Reinforcement for Concrete Basement Walls 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and O m 1. Foundations supporting exterior walls or common walls. R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. ROOF, AND WALL SHEATHING TO FRAMING W o SD COMMON (ROOF) 12"o/c at interior W W 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance MAXIMUM UNSUPPORTED Y HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT 8D COMMON (SUBFLOOR) supports (see note f) R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having not less than a 1-hour with UL 2034, WALL (FEET) W a. AEI nails are smoottl-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing � � � o fire-resistance rating where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Building Code. Fire-resistance-rated floor/ceiling and R314.3 Location. Smoke alarms shall be installed in the following locations. <_8 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 10.192" (20d common nail), Z wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof 1. In each sleeping room. AND ONE No. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diametelrs of 0.142" or less. sheathing. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. >8 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically U) 4 Exceptions: 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY f. Intermediate supF;.rts shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end W i1 1A fire-resistance rating of ',fz hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA shower, walls and 4 inches on center to gable end wall framing. w 13. R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke ❑ ~J R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies alarm in a location required by Section R314.3. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls r�-1 shall have an equal or greater fire-resistance rating. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. w R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a self-closing device. Doors 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed MINIMUM VERTICAL REINFORCEMENT BAR SIZE AND SPACING (INCHES) 3602.3(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 F � 0 from garage into habitable sFiace: 45 min. fire rated with self - closing device or automa is - c osing evice. cooking appliance. wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof/ceiling assembly. Exceptions: 1= in he arae and ducts enetratin the walls or ceilin s se aratin the dwellin from the arae shall be constructed of a minimum MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF Where desi ned b in accordanc i h } 3302.5.2 Duct Penetration. Ducts t g g p 9 9 P 9 9 9 9 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH 9 Y e w t accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, � m No. 26 gage sheet steel or other approved material and shall not have openings into the garage. 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with (FEET) (FEET) Do not backfill with any soil containing silt or clay. 2X6 j)2 grade siuds supporting a roof load with not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when Z z W R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Section 3314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. WALL THICKNESS (INCHES) Z � Q Attachment of gypsum board shall comply with Table 3702.3.5. The wall separation provisions of Table 3302.6 shall not apply to garage walls that are individual dwelling unit. 8 10 t2 3602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at comers and intersections with bearing (� p p � perpendicular to the adjacent dwelling unit wall. TABLE 3302.6 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 8 7 NR NR NR partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates need not occur over studs. Plates shall be not less - than 2 inches nominal thickness and have a width not less than the width of the studs. W Section 3315 Carbon Monoxide Alarms 9 8 5 ® 41 NR NR type X gypsum board R315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fire Code of NYS. 10 9 6 ® 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). Notching & bored hole limitations for 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 3602.6(2) Notching and bored hole limitations for interior non bearing walls & figure 3602.6.1 top plate (� ,��REDq/� finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM E84 or UL 723. framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-10d nails 1- ��5�ogERT Cy '�ij� R302.11 Fire 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 3602.6.1) �� �� �L�2 �� 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 1%" clear from inside face of walls. The center of bars shall not vary from this by more than % inch. 1.1 Vertically at the ceilinil and floor levels. 1.2 Horizontally at intervals not exceeding 10 feet. _. - --_ W _ _ * 1 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. � ' , f i f i U _ i 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. ` ? P i � 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 �a I ,` ( ❑ 238�o y0 products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. i ,, , ,:° OF NE`N 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. BER R302.11.1 Rreblocking materials. Except as provided in Section R302.1, Item 4, ffreblocking shall consist of the ; T�, .�Y,R . 201602 3 following materials. 1. Two-inch nominal lumber. x W 2. Two thicknesses of 1" nominal lumber with broken lap joints. T T (A 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. <J NIT 5 5 UNIT 5 6 Q SHEET NUMBER 2 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 0. 5. One half inch gypsum board. Z 6. One quarter inch cement based millboard. (M O EL B 1 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 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: AL1 RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGN Cf) b c P2607.2 Pi n F- Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a, ) N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulation's thermal performance. methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD LlI ULTIMATE DESIGN 1. A waterproof sealant applied 2E 0 MINIMUM NAIL PANEL NAIL WIND SPEED V ult The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. rp pp� at the joint between the wall and the pipe. CONSTRUCTION AND/OR TIMBER CONSTRUCTION � � 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. 6" DIA. U � at 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 REFLECTIVE RED O �d U 2 WOOD NOMINAL PANEL STUD SPACING WIND EXPOSURE TABLE N1102.1.2 (R402.1.2) damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) #187 0 SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) EDGES FIELD CATEGORY 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. Z 12 2) (INCHES) PANEL RATING AN (INCHES) (INCHES O.C.) (INCHES O.C.) Insulation and fenestration Requirements by Component B C D 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. \ / O_ N CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL 3. Other approved materials. V L- o I _FZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE Pp ~ ,� v 8d 1.75 24/16 7/16 16 6 12 170 140 135 U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL A plastic pan installed beneath a gas-fired water heater shall be constructed of material having a flame spread index of 25 or less and a smoke developed EFLECTIVE � ' U > COMMON R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top R-VALUE index of 450 or less when tested in accordance with ASTM E84 or UL723. 4 EXCEPT 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 � o story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering MARINE RWHITE 0 - -' -s�Z - N Section T101 Scope " Z U a)•- m ,n practice. 1 4 I- Q-cn•- rn N1102.2.2 R402.2.2 Ceilings without attics aces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. x c M ( ) 9 P q 9 / 9 Y 1/2" O R802.11 Rafter or truss uplift force. not allow sufficient space for the required insulation, the minimum required R-value for such roof/ceiling assemblies shall be R-30. The insulation shall U For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B extend over the top of the wall plate to the outer edge of plate without compression. The reduction of insulation from the requirements of Section Section T102 General Definitions TRUSS IDENTIFICATION SIGN STROKE � COMPLIANCE WITH 19 NYCRR 1264 ❑ = ti Co N1102.1.2 shall be limited to 500 sf 46 m: or 20 percent of the total insulated ceiling area, whichever is less. Solar-Read Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar U (� `� Span (ft) 12 18 24 28 32 36 42 48 ( ) P 9 y 9 9 9 SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6"IN Uplift Force # 117 149 182 203 226 247 281 314 N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be photovoltaic or solar thermal system. DIAMETER,WITH A STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN � M Increase x1.09 for itch < 5 12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. weatherst6pped 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 m P / / p 9 P Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table Section T103 Solar-Ready Zone MATCHING SYSTEM(PMS)F87. d R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 R1102.1.2 based on the applicable climate zone specified in Chapter 3. T103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. SECTION 1265.4.SIGN OR SYMBOL and shall penetrate the wood not less than 5/8 inch. N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. T103.3 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 THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED �' R702.4 Ceramic Tile. N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR r for wall tile in tub and shower areas and wall panels in shower area shall be of materials listed in Table R702.4.2, n i' men shall meet this re uirement unless the floor overhead z SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY R702.4.2 Backer boards. Materials used as backers Pa below grade or to the basement floor, whichever is less. Walls associated with unconditioned Honed base is q a total floor area less than or equal to 2,000 square feet (185.8 m) per dwelling shall have a solar-ready zone area of not less than 150 square feet PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL and installed in accordance with the manufacturer's recommendations. is insulated in accordance with Section N1102.1.2 and N1102.2.8. (13.94m2). The solar-ready zone shall be composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR 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 Backer Board Materials T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE O STANDARD TABLE N 1 102.4.1.1 (R402.4.1.1) F- MATERIAL 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: Air Barrier and Insulation Installation U GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 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. Z) location or main circuit location. FIBER REINFORCED GYPSUM PANELS ASTM C 1278Of NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS SACKER UNITSASTM C 1325 THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. _NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. F_ BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. At least one installed at 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: ZZ / TABLE R703.8.1 CEILING ATTIC THE AIR BARRIER IN ANY DROPPED CEILING SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY the front and back of dwellingunits. GAPS IN THE AIR BARRIER SEALED. D (EQUATION(EQUATION 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 U 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. D + L (EQUATION 16-9) W BE SEALED. D + S (EQUATION 16-10) SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. O ' ^ a,c (inches) ABOVE ABOVE ABOVE D + .6W EQUATION I6-12 L �J WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. ) � L3x3xt/4 s'-o" 4'-6" 3'-0" THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) O Cn L4x3xt/4 e'-0" 5'-0 4'-6" WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 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 " DOORS SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. ❑ Qii l) L5x3.5xs/4 no'-o" B'-o" s'-o" DESIGN LOADS: ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: L6x3.5x1/4 114'-0' 9'-e" 7'-0' RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECB ON OFSTRUCTURALMEMBERS TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, w FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION THE FOLLOWING LIVE LOADS: GARAGE AND CANTILEVERED 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: ALLOWABLE c. Minimum bearing to be 6". GROUND SNOW LOAD 20PSF FROM FIGURE R301.2(6) STRUCTURAL MEMBER DEFLECTION SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". SPACE SHALL BE SEALED. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 Rafters having slopes greater than L/1 80 R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) 3:12 with no finished Ceiling attached FOLLOWING INFORMATION: 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 R703.12.2 Flashing at foundation. Acorrosion-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 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. O BALCONIES AND DECKS: 40 PSF Interior walls and H 180 2. REQUIRE OF AL1 JOINTS. artitions vertical attachment flange of 3 X 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 P / 3. REQUIRED BEARING WIDTHS. n , EXTERIOR WALL FROM THE SHOWERS AND TUBS. UNINHABITABLE ATTIC W/0 STORAGE: 10 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. stud walls in accordance with Section R703.4. Floors and ceilings w/ brittle finish L/360 4.2. TOP CHORD DEAD LOAD. R703.8.2.2. Support b roof construction. A steel angle shall be laced direct) on to of the roof construction. The roof supporting construction for the steel angle shall ELECTRICAL PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC WITH STORAGE: 20 PSF F- PP Y 9 P Y P PP 9 9 / 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 beLLI 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. 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 4.4. BOTTOM CHORD DEAD LOAD. 0 ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A Exterior walls with plaster Or stucco finish L/180 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. 0 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 4.6. CONTROLLING WIND LOADS. m � r h EXPOSURE CATEGORY: B FROM R301.2.1.4 V shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. Exterior walls With brittle finishes L/1 80 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS Of USE. unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested R703.8.4 Anchorage: Mason veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or rout and extending SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt 6. EACH REACTION FORCE AND DIRECTION. ❑ w 9 Masonry PP 9 9 in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the from seismic provisions of code per Exterior walls with flexible finishes L/180 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY Q into the veneer a minimum 1-1/;? inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size= 22 US gage. Minimum tie fastener = 8d common nail. Airspace= Nominal 1" between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and housing and the interior wolf or ceiling covering. R301.2.2) LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. > �� 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 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. shall be spaced not more than 32" on center horizontally and 24 inches on center vertically. (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPUCES. R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at other points of support., R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. P including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. GM, and GC. 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Section N1103 (R403) 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. U inch in diameter. Weepholes shall be located immediately above the flashing. Systems NOTE: Soils with clay or clay and silt will require a redesign Z R703.14.2 Fire Separation. Polypropylene siding shall not be installed an walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. of building footings. WOOD FLOOR TRUSS SPECIFICATIONS: < 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 WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 16105.3 OF THE BUILDING CODE. U U Exception: Walls perpendicular to the line used to determine the fire separation distance. the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include A B B R EU I AT I 0 N S 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: QJ, R801.3 Roof drainage in areas where expensive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of water disposal from roofs the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall A B D (EQUATION 16-8) Z V 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. initially be programmed by the manufacturer with a heating temperature set point no higher than 71YF (21 C) and a cooling temperature set point no lower D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE ( ) Lll than 78"F 26'C. A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT R.O. ROUGH OPENING 2 R802.1.5.4 Labeling each piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. ( ) ADJ. ADJACENT/ADJUSTABLE R D = DEAD LOAD, L = LIVE LOAD, E) R802.4.2 Framing details. Rafters shall be framed not more than 1 % inches (38 mm) offset from each other to ridge board or directly opposite from each other N1103.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall A.F.T. ABOVE FINISH TREAD EA. EACH Lam• LOUVER RISER E.J. EXPANSION JOINT L.T. LAUNDRY TUB RND ROUND U with a collar tie. 802.3 Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. At have an outdoor setback control that lowers the boiler water temperature based an the outdoor temperature. ALUM. ALUMINUM FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: Q ( ) 9 ANCH. ANCHOR ELEC. ELECTRICAL TCLL = 40 PSF, TCDL - to PSF, AND BCDL = 5 PSF p valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the rafter. N1103.3 R403.3 Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. MAS. MASONRY S.C. SAWCUT ( ) (Prescriptive). P ) pp Y ( ) , ELEV. ELEVATION Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at that N1103.3.1 R403.3.1 Insulation Prescri live. Su I and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches 76.2 mm m diameter and < ANGLE MAT. MATERIAL SCHEM. SCHEMATIC point. Where the roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and ceiling greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a ARCH. ARCHITECTURAL EQUIP 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". EQUIPMENT MDO SHEET joists, such as ridge beams, hips and volleys, 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 MEDIUM DENSITY OVERLAY SHY. TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with Exception: Ducts or portions thereof located completely inside the building thermal envelope. MIN. MECHANICAL SIM. SIMILAR EXT. EXTERIOR FOLLOWING INFORMATION: accepted engineering practices. N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section M1601.4.1. BD. BOARD EE EACH END 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 BLDG. BUILDING STEEL . M.O. MASONRY OPENING STL. 2. LOCATION OF ALL JOINTS. Exceptions: BM BEAM STRUCT. STRUCTURAL 3. REQUIRED BEARING WIDTHS. timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. BTM EOTTOM F C MTL. METAL SUSPENSION 4.1. TOP CHORD LNE LOAD OR SNOW LOAD. specifically considered. / FLOOR COVERING CHANGE SUSP. P Y 2. For ducts having static pressure classification of less than 2 inches of water column 500 Pa additional closures stems shall not be required for BLKG. ELOCKING F.D. FLOOR DRAIN SGD SLIDING GLASS DOOR 4.2. TOP CHORD DEAD LOAD. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported laterally by solid 9 P ( ), Y q • N.I.C. NOT IN CONTRACT 4.3. BOTTOM CHORD LIVE LOAD. blocking, diagonal bridging wood or metal or a continuous 1 inch b 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. BRG. EEARING FDN. FOUNDATION $Q. SQUARE 9 g 9 9 ( ) Y p g j g (NTS) NOT TO SCALE 4.4. BOTTOM CHORD DEAD LOAD. � N1103.3.3 R403.3.3 Duct testing Mandato Ducts shall be pressure tested to determine air leaks e. BRK ERICK FUR. FLOOR Fw- M o 8 feet. ( ) 9 ( ry) P 9 TB TOWEL BAR 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPUCATION. _ BSMT BASEMENT FP FIREPLACEa R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-O" unless otherwise noted on plan. Connect with tecos for header N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall CENTER LINE O.C. ON CENTER r S G TONGUE AND GROVE 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. o N N M rni co N - 1 9Ct, F.R. FIRE RATED TGS TOP of GRADE SLAB 6. EACH REACTION FORCE AND DIRECTION. be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shall be sized in OPER. OPERATOR joist spans of 6'-0" and greater. C.M.U. CONCRETE MASONRY UNIT FRM FRAME TFW TOP OF FOUNDATION WALL 7. JOINT CONNECTOR TYPE AND DESCRIPTIONSIZE, THICKNESS OR GAGE clearance. Where eave or cornice vents are installed blocking, bridging, and insulation shall not block the free flow of air. Not less accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J C.J. CONTROL JOINT OPNG. OPENING (E.G.,( ) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY R806.3 Vent and insulation � 9 than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of the vent. or other approved heating and cooling calculation methodologies. FT FOOT / FEET TYp TYPICAL LOCA LA E JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. COL. COLUMN FTG FOOTING OPT. OPTIONAL T TREAD 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD TR TOWEL ROD 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved COND. CONDITION GA GAUGE OZ. OUNCE 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. Section R807 Attic Access TRPL TRIPLE R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. CONT. CONTINUOUS GALV• GALVANIZED 1/R ONE ROD 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. inches (762 mm) or greater over an area of not less than 30 square feet (2.Smz). The vertical height shall be measured from the top of the ceiling G.C. GENERAL CONTRACTOR 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. CONST. CONSTRUCTION 1/g ONE SHELF U.N.O. UNLESS NOTED OTHERWISE Z rn i n 1 4 4 CTSK. COUNTERSUNK GEN. GENERAL Z framing members to the underside of the roof framing members. Se N 10 (R 04) Electrical Power and Lighting SystemsGYP. GYPSUM PC POURED CONCRETE * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF AFLOOR-CEILING ASSEMBLY, DRAFTSiOPS SHALL BE g z -f m o enin shall be not less than 22 inches b 30 inches 559 mm b 762 mm and shall be located in a hallway or other readily N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 90 percent of the permanently installed lighting fixtures shall contain only C.O. CASED OPENING VERT. VERTICAL INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DMDE THE CONCEALED SPIACE INTO APPROXIMATELY EQUAL AREAS. -15 The rough ra ed p g Y ( Y ) G.L. GLUE LAM PBD. PARTICLE BOARD z N a o_ accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). high-efficacy lamps. CANT. CANTILEVER PL. PLATE V.I.F. VERIFY IN FIELD WHERE THE ASSEMBLY 15 ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFfSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE O O O O O z I= 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 C.T. CERAMIC TILE HOT. HEIGHT W WASHER FOLLOWING CIRCUMSTANCES: CLG. CEILING HDWR. HARDWARE PNL. PANEL Vy/ WITH FLOOR FTLIMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR FORAYED MEMBERS, D D to j � � a Q c~n • access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is Section M1305 Appliance Access C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD WD WOOD MATERIALS: DRAFfSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. w w w w w N J 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 W.W.F. WELDED WIRE FABRIC w of m v PR. PAIR removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or HR. HOUR WO OR W/0 WALKOUT Section R902 Fire Classification replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to D DRYER HDR. HEADER PROJ. PROJECT / PROJECTED WNDW WINDOW `a PENNY PSI POUNDS PER SQ. IN. TYPICAL ROOF & FLOOR TRUSS NOTES: N R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in service an appliance. HB HOSE BIB jurisdictions designated b law as requiring their use or where the edge of the roof is less than 3 feet 914 mm from a lot line. Class A, B and C M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal DBL DOUBLE PSF POUNDS PER SQ.FT. 1 9 Y q 9 9 ( ) PP 9 pp p P 9 p 9 Y g 9 DIA. DIAMETER I.D. INSIDE DIAMETER * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL N roofing required by this section t) be listed shall be tested in accordance with UL 790 or STM E 108. of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and not more than 20 feet (6096 mm) long measured INGR. IN GROUND P.T. PRESSURE TREATED R 902.4 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. DTR. DIRECTION 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. INSUL. INSULATION QUAD. QUADRUPLE DN DOWN * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO identified with a fire classification in accordance with UL 2703. Class A, B or C photovoltaic panel system shall be installed in jurisdictions designated by law M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) DR, DOOR INT. INTERIOR REQ'D REQUIRED INSURE TIGHT FITTING JOINTS. as requiring their use or where the edge of the roof is less than 3 feet 914 mm from a lot line. above the floor in garages. I.S. INSIDE CORNER REF. REFER TO REFERENCE q 9 9 9 9 DW DISH WASHER RMS. ROOMS TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND I assembly.r intrusion into the Wal asse R 903.2.1 Exposed wall flashing required to have akick-out where the eave of the roof intersects a wall to prevent wale mtrus y M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and DWG. DRAWING JT. JOINT REINF. REINFORCING,REINFORCED METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE rri r water shield shall be installed per manufacturer s specifications, to maintain product warranty. Carry down front of fascia, min 4" 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and KSI KIPS PER SQUARE INCH LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SECA BUILDING COMPONENT SAFETY INFORMATION (BICSI) GUIDE TO GOOD PRACTICE FOR W R 905.1.2 ty ice ba e/ P P labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. Q HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or PY higher. Ice protection requirements per table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A (REGISTERED DESIGN PROFESSIONAL 0- CD U than 4:12, entire roof to receive ice & water shield. G2415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping is located less than 1 % * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES, THE CONTRACTOR SHALL ENSURE THAT AIDEQUATE TEMPORARY BRACING HAS O m 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 BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. LL17 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 � �- w slopes from two units vertical in 12 units horizontal 2:12 u to four units vertical in 12 units horizontal (4:12), double PP 9 ( ) 90 6i 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 w � p ( ) P ( R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing member. G RAP H I C SYMBOLS WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 0 I.-4v o gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches (305 mm) horizontally of - All general notes unless otherwise noted on plans or product specifications. Z penetrate through the roofing materials and not less than % inch (19.1 mm) into the roof sheathing. Where the roof sheathing is the vent terminal. Door stops or closures shall not be installed to obtain this clearance. All applicable state & local codes, ordinances and regulations if any. U P g G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontal) from or 1 foot above an ® STRUCTURAL CALC. REFERENCE - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict9 o less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. 9 Y 9 PP Y Y XX R 905.2.8.3 Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground DETAIL REFERENCE compliance with manufacturer's specifications and / or recommendations. Q w d inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof level. �(�( FLOOR FINISH CHANGE - General contractors and subcontractors to review these construction documents upon receipt from architect or into the utter. Where siding is provided on the vertical sidewall onto the roof or into the utter. Where siding is provided on The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening `` and report an and all discrepancies including an dimensional conflicts, immediate) to architect for ❑ g g P g g P into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU r hour shall be installed with a 9 inch vent P y p 9 Y Y the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is 9• PP� P P per termination clearance. corrective measures prior to construction. provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterfloshing shall be O DOOR HARDWARE TYPE - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. J 0 provided in accordance with Section R703.7.2.2. The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches from any air opening into 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. - - - XX BUILDING SECTION - The general notes and typical details apply throughout the job unless otherwise noted or shown. I_ overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than t/a inch (6.4 mm) below the roof sheathing XX XX - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the 0 co and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof Section G2439 (614) Clothes Dryer Exhaust PARTITION TYPE contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper z z v adjustment before proceeding with the work. � w deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underloyment shall be installed G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems shall be independent of all J over the drip edge along eaves and under the drip edge along rake edges. other systems and shall convey the moisture and any products of combustion to the outside of the building. - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their (D 0 0 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 construction shall be of the same character as for similar conditions that are shown or noted elsewhere on - and 4 of this code. duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturer's instructions. the construction document set. LU R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less - All work is to be performed in a professional manner and in accordance with best practice and consistent n� .��FiE[) RC than 3 feet above the highest point where the chimney passes through the roof. with manufacturer's and supplier's recommended installation procedures. U 5 ERT / Section P2607 Waterproofing of Openings �� woe cyFyT� P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a Flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed - The architect has not been retained to perform framing inspections and / or field inspection. The architect Q <v � 1 ��F (� Section R1004 Factory-Built Fireplaces in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing2 h I- R 1004.1 . Factory built fireplaces 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. LLI �'? „ 1 built fireplaces shall be tested in accordance with UL 127. PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS , 8 NYCRR 69.5, ENTITLED R 10004.5 Gasketed fireplace doors. A Basketed 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: = R IS A (P r system has been specifically tested, listed and labeled for such use in accordance with UL 127. R 1006.1 Factory built or masonry fin places shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. '9 023$ �� is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. ❑ F E`N Energy Efficiency N1 101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or JOB616023 BER cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam thickness and installed R-value shall be listed on certification provided by the insulation installer. W UNIT 5 5 UNIT 5 6 SHEET NUMBER z (MODEL B - 1 ) (MODEL B- 2 ) 0- r-" 271 W I I I __ I I 01 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALI6NED WITH RAFTER, U) 66--W X 14"MIN. ATrAGFI r0 EAGi PAIR CONNECT KING STUDS TO TOP PLATE G5 10X24 MN GP A6H TO RAFTERS ROOF FRAMING WRAP 1-1/4"X22 6A.6ALV.COIL STRAP Z (h-W1 r0 EACH PAIR OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2x6 W �•., 2x AGO LEDGER W/2-3/8"x5" LA6 CRIPPLE STUDS Z) o 6F OPP051%RAFTS ROOF RAFTER, DBL TOP PLATE 16'O.G. 0 U �� RAFT7=R BOLTS® Ib"Or, INTO STUDS (� Li SERE PLAN � PLAT SIMPSON STRONG-TIE 2X BLOCKING O '��� 0 A35 0 E1/ERY RR AT 2 END BAYS 2X4 STUD WALL OR V o GEILIN6 J015T OR K/ _O N SIMPSON STRON6-TIE 112 8D NAILS -TIE t125 -TE tib SIMPSON STRONG-TIE RAFTER TO STUD AND KIN65 U +-+ 51MQ50N STRONG 5M"0N 51RONG _ _ i rn ca TRU55 BOTTOM CHORD 51MP50N H2 CONNECTOR a EA. H- � � 0::, v TYP. Bd NAILS TVP. RRSE STRAPS 5nN1 CE ATfAGt®r0 EAGIt PAIR Cf OPPOSING RAFTS. ALTERNATE TO RIDGE STRAP: H3 a EVERY RR 6F PROVIDE 2X4 COLLAR TIE AT ALIGNED ` �M'RIDES 51RAPr ARE NOT REQIfW WF8.1 G0.2AR TM (WHB't ) L 'C N STUD5 AND L15E IN COMBINATION OtILY WHEN STIA5 AND NCMNa61 ab OR 2X4 LRCM ARE LOGAPAI N TRA RWPMAFTERS THIRD cF rte W 4-1 THIRD of THE Arne SPACE N o USE WHEN U �' � +� �N� FOR yU 4-IOd AT EACH G5-22 STRAP T H rn ATTIC SPACE AM ATfAGJ®TO ENIi PAIR 0 RAFT)Rs W q-10d NAILS RAFTER) A 'RAFTERS ALI6N 'RAFTgR5 DO NOT ALIGN / EACH STUD,SEE , fn -� a 'Z - L5U26 FOR 2xb R LS026 FOR 2x8,2x10,OR 2x12 DETAIL 4 ADER z V L 3 T O i a� rn X 'D M ' U o . v FRAMEDOPEM G UU M El'FOR WINDOW OR v -RI DC E 5T-RAP DETA I L / �RI DGE STRAP DATA I L 51HP50N 5TRON6-TIE OR DOOR � co 2x4 5 2xb (FOR CATH.GL65 WITHOUT GOLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) LU28® EVERY GJ STUDS a Ib"O.G. //If�� 2x AGO LEDGER h/3/8"x5" LAG NO SPECIAL FT V O= ao'�o15r. (�)N.TS. LOCATE AT EVERY RAFTgR // N.TS. LOCATE AT EVERY RAFTER BOLT® I6" Or, INTO STUDS ICOTM G�REG2b� ~ 5hfx,GN STRLiJG ShP�aDN sTRLtJG STRAPPING TO BE 1-1/4 X 22 6A. 6ALV.,SEE DETAIL 4n71.ALL STRAPPING GABLE END HALL TO BEAR A MIN.OF 10'ON FRAMING. -TIE Lrs TE nb / -TIE H1H O RLNG OVER MALS TVP. T IDD MAY DE►� F APFLI® / PORGH -ROOF= -re nw OR tflo5 OvFR I/Y st�TmING K U>tT. / ---- - Bp NAILS TVP. / FOR USE V�1 STUDs AND USE IN COMBINATION ONLY WHEN STUDS AND STRAPP I NC DETA I L DETAIL T ATTIC Z ALIGN RAFTEW7 DO NOT ALI6N I 0 N.TS. I I M.TS STRAPPING TO RUN ONTO RIM JOIST,SEE O DETAIL 41/01(ONE STORY)OR ONTO STUD I� (~j ROOF RAFTER HURR I GAME T I E5\\ AT WALL BELOW frWo STORY) \ e QKTS5 LOCATED AT EVERY ROOF RAFTER ° I \ ATT I G ° °° O ST-RAPP I NC DETAIL ° ffrS N POST GAP I2 FOR FRAME GONNEGTI ONS 0 •° t15E EG Z"AT EGDs LL Ln DI N.TS. ° MSTG48t53 2ND FL00R PRE-W (2)Ix " O C� PROVIDE 3 XW6"X3"WASHER PLATE AT ALL ANCHOR BOLTS 4-Ibd FADE NAILS FROM Qj� rn // M5TG48b3 STRAP 4x 5EGURED BY WOOD 51LL PLATES. KING STUD INTO HEADER ❑ �•/ / COLUMN POST TOP ANGHOR 51MP50N PAB OR 55 ANGHOR BOLT5 MAY BE U5ED IN LIEU OF STRM START NAILS THREADED ROD W/WASHER PLATE.ENP Of w ETD LBJGTH 5 LOCATE AT EVERY COLUMW GIRDE=R CONNECTION H/2 LP 1itLtd FRONDS 3"X6'X03b'6ALV.STEL PLATE W/ N.TS. 98 6-80 NAILS AT CORNERS AND INTER5EGTIN6 (4)NUS MMM n"MHl 4�// 5Tt10 NAILS WALLS. 3'X12'X.O3b'6ALV.STEEL PLATE W/ Ir LE1J6TH( ) , I ��NAILS �p 12-BD NAILS AT AT BUTT JOINTS IN STRAI6HT 51HP50N LSTAI2 STRAP W/ \ I -r HALLS WHERE P;£RE 51N6LE PLATE OR HEADER 5-100 NAILS EACH END AT PILFER�� 2X6 KING STUDS N.o.NJ: EACH JACK STUD I ONE AT SPANS UP TO 6 FEET GUf LENGTH \ I -� 24'MINIMUM LAP SPLICE TWO FOR 5PAN5 b TO 12 FEET �I 2-7/S" 5/8"P A30-I ROD THREADED b"BOTH END5. THREE FOR SPANS 12 To Ib FEET 2X6 JACK STUDS(UD NJ: Q FROM MN.EHD BOTTOM PRE-CEtT u9 3/4"AND 1"ROD AT 51MP50N STEEL 5TRON6 WALL,5EE PLANS 12-IW MIN.NAILS ONE AT SPANS<b' DISTANCE cF 7/s" lW LATH IST FLOOR NAILS AT ALL SPLICES THO AT 5PAN5 FROM 6 TO 12' H I2"MM 7 THREE AT SPANS>12' SIMPSON POST BASE ABU44 OR ABU166,SEE PLAN - 2"X3/8"X3°WASHER PL W/NUT EACH 510E UNLlE55 NOTED OTHERWISE ON PLAN (4)NAILS MR IN I LENGTH(TVP.) 65-22 COIL STRAP I r/1 UPPER STORY SHEAR m 1 WALL TO GIRDER ALTERNATE ANGHOR BOLT DETAIL @ EXTERIOR WALL ❑ FLOOR TO FLOOR TI E5 I - - - BELOW GONNEGTION W Q (�)N EOR SET BACK WALLS HDU HOLD-DOWNS AND STRONG MILLDOUBLE TOP WALL PLATE SPLICE DETAILHEADER GONNEGTION .TS. LOCATED AT EVERY STUD ` FOUNDATION N D TION 1/2'm HOOKED ANCHOR BOLT w 1' I \ MINIMUM EMBEDMENT OR EXPANSION @7MTZ. *N.T5.NOM \ BOLT W/5'MINIMUM EMBEDMENTN.T.S. NTS. G0L 5TRM5 LHDER SIfAT}I%PROVDE:Bd CA*aJ(0.131 x 15"LONG)NUS. \ 60L STRAPS AER 9VTIiNG PROME:10d,~(0131 x 5'LONG)NAILS. I \ � r , I \\\ C�N CW.' UMN POST BOTTOM ANCHOR LOCATE AT EVERY COLUMW 61RDLR GONNEGTION W NAF1Ht ALLOWABLE HOLES - Cl) TO Har YRte/,lac 8D NAIL a b'016 AT ALL PANEL EDGES y r , IGD NAIL® 24 0/6 �- V PRWbdWUTXW D LVL Headers and Beams Z ,S TTR WFGM 161)NAIL a 24"0/G 51MP50N HGP HIP H RAFTER ){6 ATHIIN06R PLYWOOD Microllam® LVL Hta�RrFr� CORNER TIE 5EELAN INTERIOR 1.3E TimberStrande and (4)NAILS MN N LSL hole zone Parallame PSL 2 x diameter of the y depth U NOTE:RETURN 24'WIDE W AT PULL HEIGHT I I4"Uq_5 ( IN hole zo largest hole(minimum) WALL RETURN 15 PROVI�AT ENDS OF BRACED WALL LINE THE SOON HOLDOt N MAY I / �° 0 BE ELIMINATED. PROVIDE TWO(ONE AT EACH SIDE)G5-22 STRAP5i PER DETAIL 4 IN LIEU OF I 13/4'MNIMf 1 51MMON BP WASHER n"ll3�bm�N) j o $D NAIL a 6"016 INTERIOR - - AT ALL PANEL ED6E5 orr. 7-. LSTA36 STRAPS SHOWN IN THE DETAIL. NAIL SPL TE W TOPLATE DOU13LE o EXTERIOR GYPSUM BOARD d o SILL PLATE W/IG 2XLL Q p BASEMENTS NAILS o 4'O/G 5/8 DIA.5T[33_ANCHOR Microllame LVL and J T MINIMUM - - - - - 8D NAIL a 12'0/6 AT ALL BOLTS MAX 2'8.O.G_ 2x p RAT YK1Ef EMBEDMENT EXTEND BOLTS MIN.T INTO 65-22 COIL STRAP &K 9W TO R/FI13t MEMBERS NOT AT PANEL ED6E5 Parallam®PSL PON.NTH T16HTE ED HIT't allowed hole zone 3'x 3'WASE RM TO EACH BOLT. (2)2 x 6 AGq %F50N LTP4 RATE NAILED TO snaai GOL 5fRM 15/32"056 OR middle Y3 span PROVIDE TERMITE SHICi�SILL -L5TA36 W/10-I0d NAILS k4 GONBNIOUr BAR SEAL AND MAINTAIN 8'MIN. %L PLATE RIM IND 511 PLATE 0 16"0/G AT M STM MM PLYWOOD SHEATHING IN510E CORNER OUTSIDE CORNER INTO STUD ABOVE AND LOCATED 2'TO 6' FROM yip TO FIN15HED 6RADE YMLEY dac WB?_Ta5. d 1.3E TimberStrande LSL allowed hole zone d BELOW(2 EACH GORNEW FROM TOP OF WALL WVL/6 PBt Tq�E DTD WFGAI LL co � N ao Tall=2,gbo# NOTE: PLAN VIEW PLAN VIEW -7 n Notes Q co I,- General M `° N EXTERIOR WALL TOP C1 N N M M (O SEE FOUNDATION PLAN COIL STRAPS UNDER SHEATHIN6 PROVIDE:8d COMMON(0.131 x 25'L.ON6)NAILS.COIL �/ j /1b / 7 STRAPS OVER SFEATHIN6 PROVIDE:IOd COMMON(0.131 x 3"LONG)NAILS. EXTERIOR I� �jll I�N� HDEPTH MA HOLE SIZE ND • headers and beams looby for uniformly loaded -T nd STORY CORNER GONNEGTOR5 TYPIGAL ANGHOR BOLT STUD TO RIM JOIST TO SILL PLATE 5TRAPP N DETAILS VALLEY PLATE HIP GONNEGTION HALL FRAMING � 4%a" 1" • Round holes only I5'/° 13/4' . No holes in cantilevers. N.T.S. LOCATED AT EVE CORNER N.TS. LOCATION AS NOTED Cl N.TS. LOCATE AT EVERY 5Ti)D N.TS. 17 Nrs• 18 N.T.S. �NT.5� %4'to 20" 2" . No holes in headers or beams in plank orientation. See illustration for Allowed Hole Zone DO NOT cut notch or drill holes in headers except as indicated in illustrations g Z and tables. a �jj Z co co U N a_ A MINIMUM OF TWO BRACED WALL LINES(BNL)ARE RECi1/1RED IN EACH DtREGT10N OF A BUILDING. BWLS SHALL NOT BE SPAGM wmw SNAP+ATV WALL SYEAn" fl EtT11211M AND WALL SFEA n O O O O O Z FL w MORE THAN 60 FT APART. WALLS WITHIN A BWL SHALL NOT BE OFFSET BY MORE THAN 4 FST FROM A BWL BWL LAGATIONS ARE NOTE. TO TGP OF PONY WALL F I���I I NOTE: TO TW or PONY WALL r UES��yl' LO m m j D L a : w INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 F1 MAX PONY WALL MAY BE I I � w m m U SIMPSON DTT1Z nA..DOAM AT 66-WSP$R e D A BRACED WALL PANEL(BHP)SHALL BEGIN WITHIN 10 FEET OF EACH END OF A EHL. THE DISTANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER WALL FAD PANELS(TYPE Al tDU AS RF4W W6E5 OF BHPS SHALL NOT BE eREATER THAN 20 FIST. THERE 5HALL BE A MINIMUM OF TWO BHP ON EACH BHL EXCEPT AT ®Il AT DR/"WALL PETALS G AND D. WALLS<Ib FEET LONG MAY HAVE ONE 48'OR LOWER OW. BHP5 ARE TYPICALLY C5-W5P SHEATHED BRACED WALL PANELS '0 (TYPE A)OR GYPSUM BOARD 66(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BWP TYPES A 3 I/2'NDE LVL HEADER(SEE PLAIV o 0 14-100 NAL.5 AT DTTIZ AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BYE 15 REQUIRED. CONTIHUOUS TO OUTSIDE OF PANEL BWP TYPES ARE INDIGATFIO ON FLOOR PLANS. N 31WO THREADED ROD ® 65-H5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET Z z NOTE:WHERE 24'NDE MINIMUM RILL FEI6HT THE MINIMUM LEN6 OF TABLE'R602.105. NAIL 7(6'MINIMUM MALL CONTINUOUS IIY4"MIN DEEP HEADER TO Ems- CONTIN UOU5 114"MIN DEEP HEADER TO WALL RETURN 15 PROVIDED AT ENDS OF SHEATHING WITH 8d NAILS•6'0/0(ED6E5)AND 12'0/6(FIELD)AND PROVIDE.2X OUTSIDE KING STIP(SEE PLAN) td OUTSIDE KIN&STUD(5EE PILAW w PRCL WM G5-HL5'BRACED WALL LINE THE BOOR BL.OGKIN&AT ALL UNSUPPORTED PANEL EDGES. PROVIDE 800 POUND HOLD" FASTEN j"9EATNIN6 TO HEADER W/ $ FASTEN�'51fATHIN6 TO HEADER yU � LZ HOLDCWN MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE BD NAIL5 a 3'0/6 IN EACH DIRECTION BD NAILS o 3'0/6 IN EACH DIRECTION EITHER A 24'MINIMUM FULL HE16HT WALL RETURN OR A 48'MINIMUM BHP. 51MP50N L5TA24 STRAP ON BOTH 54M AND M 51HP50H L5TA24 STRAP ON UNSHEATHE � TRIM TOP OF PANEL AS REQTb TABLE RbO2.I05 MINIMUM LENGTH REQUIREMENTS OF G5-W5P EACH OF HEADER TO JACK STIR W/I6-I00 NAILS Z FADE HU I6-I00 NAILS b-1/4'505 SGREi,9 O w c� CONTINUOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER W/2 1- FASTEN TOP PLATE TO FADER W/2 H= ORTAL J ca n m z z WALL MIN PANEL PBOTHTH S DE5(4(4 STRAPS PER PANHJ �y W ROWS OF Ibd NAILS o 3.O/G ROWS OF Ibd NAILS o 3'O/G FROM Eo6E ON W WALL AJAGENT CLEAR MINIMUM LENGTH OF S C) HEIGHT(FT) WIDTH'L" FEI6HT(FT) OPN6 HEIGHT BRACED WALL PANEL PARI SHALL HAVE A LENGTH'OF NOT PANEL SHALL HAVE A LENGTH'L'OF NOT $ 28' 0 _ 51HP50N CM COUPLER NUT <64' 24' 1 LESS THAN Ib'FOR 8 FT WALL,18'FOR q LE-S5 THAN 16'FOR ONE STORY AND 24'FOR �./ U < $ 64'TO$0' 32' FT WALL,AHD 20'FOR A 10 FT WALL SEL � FIRST FLOOR OF TWO STORY APPLICATION. 9 32" NMP50M c�rB S <c� z 80"TO 416" 36'* PLAN FOR ACTUAL LB16TH X SEE PLAN FOR ACTUAL LENGTH 10 34 PANEL,VERIFY PANEL 15 PLUMIB o <b4" 21" GYPSUM BOARD "GB"BRACED HALL PANELS(TYPE B)SHALL BE11 3/8'W ANCHOR BOLT OR q b4'TO 80' 30" 48'MINIMUM IN LENGTH ON BOTH SIDES OF HALL PER TABLE - - - X 12 42' NOTE:DETAIL APPLIES TO ~� ADHESIVE ANCHOR $0'TO 416" 41' `R602.105. 5EGUREX2'6YP5UM BOARD WITH bd COOLER NAILS, (2)JACK STUDS MIN.OR PER PLAN L (2)JACK STUDS MIN OR PER PLAN Q n n <b4' 30' Agl5'X I%"6YP5UM BD NAILS,OR Aq8'X I%'ANNUIjW1;INGED BOTH ENDS OF E♦cADER • NAILS a l'O/G 076E5)AND 1'O/G(FIELD). BIAGKIN6 15 NOT 0 L ❑ ^ b4'TO 80 '� `R6C�l1f W AT UNSUPPORTED PANEL ED6E5 WHEN PANELS ARE BLOCKING AT PANEL EDGES BLOCKING AT PANEL EDGCS (V 80'TO qb' 38' INSTALLED HORIZONTALLY. PROVIDE JOIST OR TRITE{OR FULL - " Partial credit for panels 36"to 48"wide per 8602.1052 HEIGHT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B HALLS. ONE JACK AND KING STUDS ONE JACK AND KING STUDS BLOCKIN6 AT PANEL ED6E5 "L" EQUAL TO iL U TYPICAL HOLDOHN DETAIL AT CONTINUOUSLY SHEATHED WOOD TWO KIN6STUDS or > 12" r n �� FASTEN 1nb'9EATHIN6 TO EACH STUD FASTEN 1n6'SHEATHING TO EACH 51W IL�i• FRAMED F=LOOR A STUCTURAL PANEL "CS-WSP" -TYPE A B GYPSUM BOARD GB -TYPE B AND SILL Id/Bo COMMON NAILS®3'o/G AND SILL w,8D COMMON NAILS o 3'o/G 0 FASTEN Tn6'SHEATHIt16 TO STUD (� NOT TO SCALE PER FIGURE 8602.10.5 NOT TO SCALE PER FIGURE 8602.10.5 AND SILL w as NAILS o 4'oiG J PORTAL DETAIL"A"ONLY APPLIES 51MP50H HDU5 HOLD"W/14-I/4'5D5 SIM15ON H OU2 HOLD"W/6-1/4' N.TS. TO 2 FT TO IB FT WIDE OPENINGS. z SCREWS IN DOUBLE END STUD SD5 5GR&LS IF NO FLOOR ABOVE. � C] 0 TABLE 602.103(1)BRACING REQUIREMENTS BASED ON 140MPH TABLE 602.10.3(2)WIND ADJUSTMENT TO HDU4 HOLD"W/10-1/4'505 � WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-I/2'A ANCHOR BOLT OR EXPANSION 504315 IF FLOOR ABOVE. PANEL TO 51T DIRECTLY TI TOP OF CONCRETE FOUNDATION WALL BOLT NTH 2'X2'X31'PL WASHER W 6I P%N DTTIZ HaP M AT(frWSP W&W HALL HEIGHTS,AND 2 BRACED HALL LINES ADJUSTMENT STORY CONDITION ADJUSTMENT / t V741)ANCHOR OR EXPANSION BOLT 0 WALL B•D PMHS(TYPE A).EDU AS RFl�RW BASED ON 5UPPORTIN6 FACTOR OVER 2-VTO ANCHOR OR EXPANSION BOLT (RED A c CONT x4 BAR CONT IN TOP OF CONCRETE CONCRETE •4 BAR CONT IN TOP OF CONCRETE U STORY BWL 5PAGIN6 SHEATHING METHOD 6B EXP05IRE CATEGORY ONE STORY G 1.2 Faw noN FOUNDATION FOUNDATION ne AT pRAGfD HALL DETAILS G AND D. t 177-0 NAILS R DTIV TOP IO' 2S' SS' EXPOSURE CATEGORY ONE STORY D 1.5 k4 BAR CONT IN TOP AND BOTTOM Q EXP05URE CATEGORY TWO STORY G 1.3 PAB5-H8 ANCHOR BOLT OR Vb'THREADED OF CONCRETE FOUNDATION SIMP50N SBT/8X24 OR PART-H8 ANCHOR 2 � 61 TOP 2O' S.O' 10.0' EXP05LIRE CATE60RY TWO STORY D Ib FXTBb WALL 5HEATNIN6 OVER RIM JOIST ROD W/WASHER PLATE,SEE DETAIL 15/01 - BOLT OR Ye°THREADED ROD, W * -••: PARS IS ANCHOR BOLT OR%'THREADED SEE DETAIL 15/01 = OVER ROD W/WASHER PLATE,SEL DETAIL 15/01 ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL E06E FRAMED � TOP 30' 7.0' 14.5' WALT PORTAL DETAIL"B'ONLY APPLIES TO 6 FT TO 18 FT WIDE OPENINN65. to N ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBUTING LENGTH OF 48"TOWARDS RbO2.10.3N MINIMUM L.EN6TH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANS HAS 0 TOP 401 q.O1 18 S' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. WALL TO BE CONTRIBUTING LENGTH OF 48"TOWARDS R602.10.3(I)MINIMUM LB46TH SIMPSON NE SHREQUIRES � �W�6N TO ❑ �` 8�� y0 ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 0582 ON FIRST FLOOR APPLJGATION ONLY. REQUIREhgNT5 FOR BRACED WALL PANES AT BRACE WALL LINES. O TOP 50' 11.01 23.0' ROOF SAVE TO R106E ROOF+2 FLOOR 15 FT 1.1 ACTUAL HORIZONTAL DE516H KIND LOAD AND CONDITION N ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP TOP 60' 13.0' 2151 WALL HEIGHT ANY STORY $FT 0.41 CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL JOB IN i6023 ADHESIAN ANCHOR BOTTOM OF 2 lo' S.0' los' �HHEEIGGHHT AN STORY STORY 11 FST 1..05 FRAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPE D DETAIL - TYPE E DETAIL - TYPE F BOTTOM OF 2 20' q.0' IG.01 WALL HEIGHT ANY STORY 12 FT 1.1 C NOT TO SCALE PER FIGURE R602.10.6.3 D NOT TO SCALE PER FIGURE R602.10.6.2 E 2 na; o NOT TO SCALE PER FIGURE 8602.10.6.1 F NOT TO SCALE PER ENGINEERED METHOD W aaga: HHBB2 OF BDL PER PLAN DIRECTION AT STORY 3 1.3 BOTTOM OF 2 3o' 13.01 27.5' NUMBER OF BHL FER PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER NUMBER OF BW_PER PLAN DIRECTION AT STORY 5 OR MORE Ib BOTTOMOF2 170 BRACED WALL PANEL DETAILS GYP BD FINISH OMI11=D FROM INSIDE FACE OF BHP 1.4 ^ � LL HOLDONN DETAIL AT 5LAB BOTTOM OF 2 So' 21.0' 44.01 APPLIES TO METHOD C5-WSP ONLY L UNIT 5 5 (MODEL B- l UNIT 5 6 MODEL B- 2 20 NTS. BOTTOM OF 2 601 25.0' 525' GYP BD FASTENING ANY STORY 4"0/G O.1 p_I NOT TO SCALE (D APPLIES TO METHOD 6B ONLY ( ) DIW COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED HATCHED AREA to INDICATES LOCATIONF- OF FIRE RATED ROOF d A 2 HR SEPERATION z WALL SHEATHING,4'-0° 82-5 10'-0"HIP WIDTH WALL PER UL#336 W � rS-i � FROM CENTER OF RIDGES TO ALIGN 4-0" 4-0 � FIREWALL-EACH 51DE O �� (NO VENTING) (NO VENTING) U U I V � RIDGE VENT z a? RIDGE VENT F- 0 C31 A 6"AZEK TRIM BOARD 1 N p CN N} L -I"x b"AZEK RAKE / U > I'x 3"AZEK TRIM( - 13I-5 —� c/) _ GUTTERS d LEADERS i ° C6 Lo z ALL 6UTTER5 i LEADERS SHALL BE BAKED i -'-� q O ° 12 HARDIPLANK HO4 12 12 12 12 U Q o `-° WHITE ALUMINUM.032"MIN.GAUGE,6UTTER5 �� 4 SHALL BE 5"SEAMLESS,O.G.STYLE W/ALL 4 CLAP SIDING // 12 �-`I2 12 = r N oCOo b AZEK TRIM BOARD U RELATED I REQUIRED AGGE550RIE-5. LEADERS " ALL ER5 44RSLEADEF�ADERS SHALL BE BAKED M SHALL ESE MIN.2"x3',.027'6A 16E W/GLIPS d WINDOW 12 ANGHORS. CAULK d SEAL ALL JOINTS. PITCH +%- II / WHITE ALUMINIUM.032"MIN.GAUGE,6UTTER5 GUTTERS MIN. 1/b"/FT.PROVIDE P.V.G. HARDIPLANK HORIZONTAL SHALL BE 5'SEAMLE55,O.G.STYLE W/ALL RECEPTORS 8"ABOVE GRADE TO RECEIVE - b" b" 8" RELATED d REQUIRED AGGES5ORIES. LEADERS 12 12 CLAP SIDING LEADERS(CLOSED GAP DESIGN). +/- II 2446 1 1 //1OH. OH. EEOH. I"x 8"AZEK RAKE BD W/ SHALL BE MIN.2"x3",.021"GAUGE W/CLIPS d ANGHORS. CAULK d SEAL ALL JOINTS. PITCH I . 12 I"x 3"AZEK TRIM(TYP) i a GUTTERS MIN. I/b"/FT.PROVIDE P.V.G. 12-' 12 U.-T-4 6 DIAL. RECEPTORS 8'ABOVE 6RADE TO RECEIVE TRIM BOARD - -�-?=•;. I"AZEK SHEETING +/- II +/- tl X 4'-b" 2040 2040 - - _-=-,. LEADERS(CLOSED GAP DESK,f). o 6"HIGH BLIND - DH DH 6"HI6H BLIND T=- -, q Z - _ .-- w FLASHING FLA5HIN6 _ 0 _ - - - - i DINING AREA _ _ Q x8 FASCIA BD. -ALIGN PLATE HT. " - - - - - - - - - - - - - - I _ M.BEDROOM U) 6 b" GL05ET_H OH OH I-0 � Ix8 FASCIA BD. / PLATE HT. ZO 12 PLATE HT. / / / 2-011 - - - - 2.-0.. LINE OF ROOF I I - oH. OH. O g TRU55 BEYOND = i i 0 / u' Ln o I i JL-I-- J1_ L- 'I-- Imo '/ �C - I- �I --,1 I= 1LJ _ _ — OTE W O (3) 2x8 P.T. GIRDER - PUG SHUTTERS WITH FIXED = zCL T ! HINGES. WIDTH OF � Q:) lo"AZEK I I = _ - - - SHUTTER TO BE HALF o BEYOND -' FRIEZE BD. WIDTH OF WINDOW. w Ixl2 AZEK _ - Ix8 FASCIA BOARD TRIM / - II = - - COLUMN®COVE D I I _-- I COLUMNPORCH BEYOND I! I. PORCH BEYOND I I LLiw 5Iii FIN. IST FLOOR = II I � 51MP50N LU528-3 FACE FIN.IST FLOOR_ I I _ _N n - _ _ _ _ _ O MOUNT HANGER ELEV.+0'-0" / ' LL44 (3) 2x12 P.T.61RDER BEYOND - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F� SOFFIT I I I I Ix4 AZEK TRIM I I uj U) Ix AZEK TRIM BOARD OVER I I I I I HATCHED AREA I I ALL 51DE5 I I 0 n I n I n I-o I I I I I I INDICATES LOCATION I I I I m �- 11111 GIRDERS(TYP.) WALL SHEATHING, OF - - - - - - - u u1 ul I OH. OF FIRE RATED ROOF d n °1 lu 5IMP50N BG52-3/b POST I I I I I I " I I I I ❑ r T O GAP ANCHOR o I I I I I I FROM CENTER OF 1 1 10" SQUARE HBt6 PERMA CAST I I I I I II FIREWALL-EACH 51DE LJ z COLUMN #46382 W/SQUARE I ( I I I I I I I I I a FLAT GAP t BASE (OR EQUAL) - 4" 2'-O" o CORNER COLUMN TO BE I I I I I I I I I I _ GL 2 HR SEPERATION PROVIDED W/SPLIT KIT I I I I I I BASEMENT � WALL PER UL#336 I _ - _ _ BASEMENT Q I - 11- == = - I- - - - - - - - - - - - - - - - - -I-t - - - - - - - - - - - - - - - - - -- - - - - -�-I- - - - - - - - - - - - - - - - - - - - - - - - -1 I- - - - rl- - - - - - - - - - - - - - - - - - - - - - -LI- 1 � I bxb P.T.P05T WITH SIMP50N I I ABU66P05TBASE (TYP - ALL I- - -j- - - L - - � - - - - - - - - - - - - - - - - - -1 - - - - - - - - - - - - - - - - - -- - - - - I- - - - - - - - - - - - - - - - - - - - - - - - -I- - - - -t- - - - - - - - - - - - - - - - - - - - - - - -L _j COLUMNS) Z UNIT 56 UNIT 5 5 W TYP. REAR COV. PORCH DETAIL I MODEL B-2 (MAGNOLIA)- AMODEL B- 1 (INKBERRY) ��O�1T E�.EVATION� o3/4"=V-0"' B2-I B2-5 I/411 = I1-011 GL 2 HR SEPERATION A WALL PER UL#336 B2-5 4'-O" 4'-0" HATCHED AREA INDICATES LOCATION OF (NO VENTING) (NO VENTING) TYPICAL ROOFING: # r ^ n ARGHITEGTURAL SHINGLES 15 FIRE RATED ROOF t WALL SHEATHING,4'-0" I RIDGE VENT FELT UNDERLAYMENT w N FROM CENTER OF FIREWALL-EACH SIDE MY PLYWOOD SHEATHING o N N N ri ri 7 N "' RID6E5 TO ALIGN I- ri 6 r; m w RIDGE VENT I"x 8"AZEK RAKE BD W/ IN 3"AZEK TRIM 12"x Ib"VINYL HARDIPLANK TYP16AL ROOFING: 6 AZEK TRIM LOUVERED VENT HORIZONTAL CLAP SIDING ARCHITECTURAL 12 5HIN6LE5 15# FELT G g z UNDERLAYMENT b"HIGH BLIND 12 b'AZEK TRIM BOARD `0' PLYWOOD FLA5HIN6 G 12 0 0 0 ° o o g J w vi z rn rn N N a SHEATHING c1 I'x 8"AZEK RAKE BD W/ • 12'-0"STEP \ w w w J w wN J GEIL.BEYOND \ NOTE. I x 3 AZEK TRIM(TYPJ w m m y ROOF TRU55 DE516NER TO � 8001=® COVERED 12 ADJUST HEEL HEIGHT FOR , 6"DIAD.AZEK N PORCH BEYOND q ROOFS TO BE FLUSH a I2 / TRIM BOARD N EB2-1 12 10'-10" 6'H16H BLINDiw q LINE OF HIGH�b" HIGH BLIND 2 FLASHING - - - - - - - - - - - -1 H FLA5HIN6. Z PORCH _ _ _ _ _ I GREAT ROOM W - ----- i PLATE HT. - - - - - - - - - - p - - - - - - rill _ nil PLATE HT. a D - ---- --vy I Lu �� U I I I I I I I I I I i t W l i i i i i i i i i i B2-1 p o I I I I I I I I I Z I I I I I � I I I I I I (� I q _ I I I I I I I I U CL Fiv_d. 1]31�_7HIJT14 I I o i i Ib'- IBIS WI TH I I W n I I I I I p L11 = I I I I I Q ❑ a II II I II , p p II II II 1 1 I I I I I I b"AZEK TRIM 1 1 I I I I I I I ALL 510E I I I I I m I I I I I I I I I I I I 2020 NYSRG- 8312.2.1 z z w I I I I I J FIN. IST FLOOR I 1 I I I I _ 11 I I I I I I FIN. IST FLOOR IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN z - / / / / ELEV.+0'-0° 2020 NYSRG- 6242'1.8 (503.8) OPERABLE WINDOW OPENING IS LOCATED LE55 THAN 24" C7 0 0 __ _ VENTING SYSTEM TERMINATION LOCATION: ��TME FINISHED FLooR AND GREATER THAN 12"ABOVE v� I U I I I I THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE p R D AR �___--_ ,I I W ---1 I �r--�� THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN b" AZEK TRIM �LL 51DE5 I ( I IIi� II IIII WALL BEYOND I ( I SII it IIII I I bxb P.T.POST WITH SIMP50N I INPUT OF 10,000 BTU PER HOUR(3KW)OR LE55 SHALL BE GOMPLEXTERIY WITH ONE OF THEOOR OF THE BUILDING,TLLOWINP ARABLE WINDOW SHALL U 015E T cy, I IIj Ijj I 6" AZEK TRIM IIII II IIII i I b AZEK TRIM BG52-3/b P05T GAP ANCHOR ✓1: LOCATED AT LE A5T 6 FROM ANY AIR OPENING INTO A �OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE bxb P.T.P05T IeIITH I I I I I ( I I I I I I 1111 fl IIII i I ALL SIDES I SIMP50N AM66 P05T BASE(TYP- I BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER IOp00 TO PA55 THROUGH THE OPENING IN IT5 LARGEST OPENED Q 51MP50N BG52-3/6 141 I III ALL SIDES II II II I I 10" SQUARE HB G P RfNA CAST ( I I IIIA EGRES SII I I I I SII IE S IIII I I I p�GOLUMNS) I BTU PER HOUR BUT NOT OVER 50000 BTU PER HOUR SHALL BE POSITION. I? P05T GAP ANCHOR d I I I COLUMN #46382 W/�iQIQARE I I IIII WINDOt I - III I I IIll IWINDOW Jp i I I I o AN APPLIN5TAL�IANGITH A q INCH VENT E WITH AN INPUT OVER TERMINATION Op00 BTU PER CLEARANCE,AND ND ' FALL PREVENTION DEVIGES THAT COMPLY WITH ASTM F 2080 2 N 51MP50N ABUbb I ILL__ __=J P05T BASE(TfP- I I I FLAT GAP d BASE (�R IEQUAL) I I LI------_-_IJ I 10 SQUARE HB4 6 PERMA CAST I (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO U LI- IJ I Cl SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION (n - CORNER COLUMN Tn E -------- COLUMN #46382 W/SQUAREELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO �T 238A0 O ALL GOLUMN5) I I I I- I I I I I I CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND TFfE AlAIR PROVIDED W/SPLIT KI q I �- FDI FLAT GAP d BASE(OR EQUAL) INTAKE SHALL BE LOCATED AT LEAST 12'ABOVE GRADE. FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING ❑ F NE`I`L I I I I _ I I I I AREA OF THE WINDOW UNIT TO LE55 THAN 5.1 SQUARE FEET. I I I I I I FDI Ge 2 HR SEPERATION I I I - CORNER COLUMN TO BE I I I I I I I I I I PROVIDED W/SPLIT KIT WALL PER UL#336 BASEMENT _ — _ _ _ _ _ _ _ _ _ _ BASEMENT OB i6023- U) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Ll - - - - - - - - - - - - - - - - - - --i - - - -- - - - - - - - - --i _ _ _ _ 2 _ - _ _ -_ _ -- - _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - _ _ _ _ _ _ _ _ _ _ _ _ UNIT 5 5 UNIT 56 II \ / �I UNIT 5 5 UNIT 56 DUET CLUSTER = SHEET NUMBER B2 5L YT I O I `l Z MODEL B- I (INKBERRY) MODEL B-2 (MAGNOLIA) I/4li = I1-oll (MODEL B- 1 ) B- 2 ) ELEVATIONSB 2 W REAR 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED SELF FLASHING A5PHAI_T ROOF SHINGLES z STANDING 5EAM METAL Lu E GHA5E GAP 0 6" TRIM GAP a) RIDGE VENT 0 PLYWOOD SHEATHING 0 `7w7 12 . . . . . . . 0 OPTIONAL WOOL) 15#ROOFING FELT PAPER zo Il ICE 4 WATER SHIELD PER 4-d :3 u) A GAP AND CULTURED IN5TALL ICE 4 WATER 5HIELD ROOF FRAMING Z) . . . . . . .12 GHA5E WITH METAL T MANUFAICTWERII5 5PEG5.To 5TONE VENEER PER MANUFACTURERS cl� 04 12 GARAGE DORMER . . . . . . . . . . . . . . I MAINTAIN PROOLICT WARRANTY. F_ 1E 222� 121 5PEGIFIGATION5 TO MAINTAIN CARRY DOWN FRONT OF FA5GIA- . . . . . . LINE' BEYOND OF RD6F. MIN 4'TYPICAL PRODUCT WARRANTY BEYOND @ BEDROOM!2- cl(/)16 o') cl) RIDGE VENT NOTE0.40 ALtHIRM DRIP 0 < x 7 : m C? RIDGE VENT CAP M u�APPLY ICE t HATER 5HIELP IN 2FAIR WEATHER WHEN THE AIR, GUTTERR El0 ROOF DECK AND MEMBRANE co 10'-S" �1 _T4 L ARE AT TEMPERATURES OF 7 ....... 40°F(5°C)OR H1644ER . . . . . . . . . . . 6ABLE 61-1 12 i� 12 cl . . . . . . . . . . Al 1-1, 1 1 OH. , Lu Lu IF A; IX&FA-'/-'IA E2. AZEK PORCH z _F9T_EHT._ 0 I . 4 FRIEZE EV. M.BEDROOM :j Lij I I I I I I NOTE: 1 APPLY ICE t WATER SHIELD IN U PLATE HT. le.6l 1'4' FAIRWEATHER IL H`IEN THE AIR ROOF DECK AND J TEMPERATURES OF 40°F(5°G)OR MEMBRANE ARE AT NOTE H: PVC,5RMER5 WITH FIXED M-1 F=__1 TT LL IHIGHER z HINGES. WIDTH OF I I I III 111 11 1 111 11 1 11 ..1....1 1.1.1 TTF-71 SHUTTER TO BE HALF _J_L] kg 11 11 1 1 1,111 11 1 1 1 11 — FA5CIA BOARD AZEK 5OFFIT WIDTH OF WINDOW. 130APD W 2'CONT. 5-j UL Ln VENTIN6 OR VENTED VINYL SOFFIT O T1 0 cn o EXTERIOR HALL ' ' ------ FT ' ' -HARDIPLANK 5HIN6LE 510INE7 o ©� T 2 -7/Ib"05B 5HEATHIN6 T= DETAIL -TYVEK OR EQUAL )5 @ 160 _T r.. -2xb WOOD 5TUL -6"R-21 BATT5 __T_Tt� 1 11 111 1 1 11 111 1 1 11- 1 rTFTF1_T_7TT I I I I 1 11 111 1 _r-T1 IIIIJ 11 111 FIN 15T FLOOR I 1 11 1 11 1 11 1 11 11 1 1 11 1 11 1 1 11 1 11 1 1 11 1 11 1 1 11 1 FIN. 15T FLOOR SCALE: 1 1/2" F-0" 2 1 l WALL WALL® BEDROOM I O ® GARAGE 12" SQUARE HBG PERMA CAST AZEK TRIM BEYOND GOLUMN W 5MARE FLAT GAP ALL 510E5 bxb P.T.P05T WITH Ix4 AZEK TRIM #2 BEYOND I r1 1 BA5E(OR EQUAL) - GORNIER 5IMP50N 13r-52-31(o q"(R_3O)BATT 5+ GOLUMN TO BE PROVIDED H/ P05T CAP ANCHOR 4 BATT5 = GOMEII El IN5ULATION (oil w SPLIT KIT KALL 5IMP50N ABUbb VALUE OF(R-4c) (R-Iq) BATT5 V) I? BREAK FDI OoNTINUOU5 ABOVE P05T BASE(TYP- ALL COLUMNS) I"AZEK 5HEETING Vill) GONT.BLIND FLASHING El w O 2"x 6" NAILER-LAB BASEMENT BOLT TO VERT 5TU w DIA X 6*L BOI — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TI - - - - - - - - - - - 4 - - - - - - - - - - - - - - - - —T L - - - - - - 1 - - - - - -1 I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --i - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - -L - - - - - - - - - - - - - U) R16HT END ELEVATION < 2020 N(5RG- 62421.8 (503.8) 2'x 6"RR @ 16" 2020 NY5RG- 8312.2.1 1/4 1 -oil OG VENTING 5Y5TEM TERMINATION LOCATION: IN DWELLING UNIT5,WHERE THE TOP OF THE SILL OF AN q" (R-50) BATTS, z THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH OPERABLE WINDOW OPENING 15 LOCATED LE%THAN 24" LLI AN INPUT OF 10000 BTU PER HOUR(30V OR LC-55 SHALL ABOVE THE FINISHED FLOOR AND GREATER THAN 12" 2"x 4'SOFFIT Ell BE LOCATED AT LEAST 6' FROM ANY AIR OPENING INTO A ABOVE THE FIN15HED GRADE OR OTHER SURFACE BELOW NIT 5 5 MODEL B - I (INKBERRY @ 161,OG 0 BUILDING,AND 5"AN APPLIANCE WITH AN INPUT OVER ON THE EXTERIOR Of:THE BUILDING,THE OPERABLE WINDOW HEADER PER PLAN 0 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: HOUR SHALL BE INSTALLED WITH A q INCH VENT *OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER TERMINATION GI EARANGE,AND AN APPLIANCE WITH AN 5PHERE To PA55 THROUGH THE OPENING IN IT5 LAR6E5T INPUT OVER 501 BTU PER HOUR SHALL HAVE AT LEAST OPENED P051TION. A 12 ING14 VENT TERMINATION CLEARANCE.THE BOTTOM OF FALL PREVENTION PEVICE5 THAT COMPLY WITH ASTM F THE VENT TERMINAL AND THE AIR INTAKE 5HALL BE 2080 /B TRANSOM WINDOW LOCATED AT LEA5T 12'ABOVE GRADE. (THE WINDOW OPENING CONTROL DEVICE AFTER RIDGE VENT 82-5 BEDROOM #2 OPERATION TO RELEA5E THE CONTROL DEVICE ALLOWING THE V41NOOH TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LE55 THAN 5.1 5MARE FEET. 12 2"xb* @ 16"Or,FOR 5EAT 6j CID LINE OF ROOF C6 6 (6 - N ld� BEYOND® MASTEQR < IN . 0 IN IN I M (o BEDROOM SPRAY FOAM INSULATION RIDGE VENT 7 OH DOUBLE-HUNG WINDOW__ TO COMPLETELY FILL SEAT CAVITY '77 (2)2"xb'® END W A35 INSTALL ICE 4 HATER 5HIELD 7 7 -6. 51":150N CONNECTOR PER MANUFACTURERS :><I 51PEGIFICATION5 TO MAINTAIN 5IMP50N H2-5A CONNECTORS H U) PRODUCT WARRANTY R112GE VENT I"x 12"AZEK TRIM RIDGE VENT ------- B0 GYP BE) z NOTE: 7 12 ILI) z APPLY ICE 4 WATER 5HIR E -7 z z z 0 z z Z c� w 0 0 0 P 0 0 < FAIR WEATHER WHEN THE AIR, _j 3/4 T46 056 5UBFLOOR- zn- Z75 �5 -J S2 D ROOF DECK AND MEMBRANE T_ RIDGE VENT 5; 5 5; > > a- 12 GLUED I SCREWED-RUN w cli ARE AT TEMPERATURE5 OF W W W _j W W 7 _j -N PLATES 10� w lo� uj 0� of Im 0 . . . . . I CONTINUOU5 BETHEE A i 1/16" 05B 5HEATHIN6 40°F(50G)OR HIGHER. _647 . . . . . . -6---!=LINE OF ROOF , 1 11 . ; AT EXTERIOR HALL RIP BEYOND 0 6ARA6E:lt_"���� . . .1 z um V 7 f 2XI2 FLOOR 15 A7 r, -7N FA5GIA5 ALIGN JOI5T5 @ 16"OG. id FIRST FLOOR LINE GREAT ROOM L6= DIN AREA -0 BEDIRM#2 gak __PLATff PLATE HT. III►Ip PLATE HT. OR 7"7 FIT FRIEZE 50. U �71 OH UNFINISHED d OH. co T-M I I ITTTI w > 134,57 PERMA IL EXTERIOR WALL 10" SQUARE H Tr7 L I GA5T GOLUMN #46382 H/— TD 1 -.1 LI I 1-1 11 111.1 -HARDIPLANK SHINGLE 5101146 Z 5QUARE FLAT -AP 4 : -7 111 1111111 HIM 11 11 1 1 1 11 11 1 1 111 11 1 -TYVEK OR EQUAL T-M -1/16"056 SHEATHING r2 BASE (OR EQUAL) TT-TT-:=P, — - - - - - - - - U) E? CL I -2xb WOOD 5TUD5 @ 16'O.G. > GOR14ER GOLUMN TO BE MT, I III III I F I III I 1 11 111 1 111 11 111 1 - ��\�(R-13)CL05ED CELL 5PRAY FOAM IN�IUL w PROI H/5PLIT KIT FTTaz ALONG IN51DE FACE OF FND.HALL5-FULL HT 177 _J L_ rN 4 h ,I FIN.15T FLOOR 1 11 FIN. 15T FLOORJ 1111 1 11 1 1 1 1 _4�1 _j wo _ffff T+0'-0" qV I`ELEV.+0'-0" 90 Ahl CD z 6j bxb P.T.P05T WITH 101, 5QUARE 14B1$6 PERMA BEDROOM #2 BAY DETAIL z 3: < 5IMP50N 131 1 CAST GOLUMN #46382 H/ I 1 17) L) c/) P05T CAP ANCHOR 4 5OUARE FLA GAP I �E12-1.1 /40, _N HALL @ GARAGE PIMP 5ON Aa)bb BASE(OR A HALL @ GARAGE w ..... . ........ 6E`YCN0 P05T BA5E(TYP- CORNER GO MN To BE BEYOND 0 EDA Cyi ALL COL"5) If SPLIT KIT I? \C--) ,&eRT C I? PROVIDED K 0 0 < CA w j BA5EMENT BA5EMENTJ gk — — — — — — — — — — — — — — — — — — - - - - - - - El - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 - - - - - - -I-F N - - - - - - -- - - - - - - - - - - - L- - - - - - - - L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - 1- - - - - - - -L - - - - - - - - - - LEFT END ELEVATION,� _ ,_ „ JOB�KMBER UNIT 5 6 )B 2 5� 2 016 0 2 3 SHEET NUMBER FFT7 F7T7 Aj TFF FFfT Fm FTF FTT-T1 F= Fn-q uZzJ MODEL B - 2 (MAGNOLIA)- UNITS 5 5 (MODEL B- 1 ) DUET CLUSTER. .z.) B2 - 1 . 1 & 5 6 (MODEL B- 2 ) ELEVATIONS w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 12 HR 5EPERATION Z WALL PER UL#336 W E 0 38'-6" 38'-8" +-J U „ „ „ o❑ V 13-0' II-2 14-b 22-6„ Ib-0 Z U cS� cp O g 0 5' 5' �— U O > rn A LINE OF REAR o o B2-5 A CHEEK WALL® I- N z UNIT 56 � a) U v Z � n� ci LO rn o2” Q w cc�o co O - - - - - - = ti � 00 0 8° 12-10" 8.1 o lo'-o" 4'-4" M.O. 5'-3" N N ❑ U °' M UNEXGAV. i UNEXGAV. a 4 .G.5LAB WI bxb, _ 4 P.G.SLAB WITH bxb, "P `v 10/10 W.W.M.OR FIBERMESH. 2 q 10/10 W W.M.OR FIB . `-r MIN.3500 P51 GONG, b" 8" Fpt I Q IN.3500 P5 GONG. - ( r------, FDI _ o HD I ter- 0 k. I I N � s 1 E6RE55 15'-8" 4'-4" M.O. 2'-b" Z o WINDOW O p cn 10" P.G. FOUNDATION WALL I -1 I O S„ 10„ o O WITH DAMPROOFIN6 ON lb- U 2x12 FLOOR J015T5 2"x 10' o It `1 ® I6"O.G. HD. i 20"x 10" P.G. FOOTING FD1 r------, 2"x 10 I o o LAB SEAT Q SLAB SEAT _ , (T.O.W. ELEV. = 0-0) I - _ J� l "° z " 8" EGRESS _ _ - - - HD O HD 4 WIDE JOIST 2 m I WINDOW i o U SEAT.T.O.SEAT 0 o ELEV= (-)I'-I " 4 I I F o O N v 12" G.FOUNDATION WALLZff W TH DAMPROOFIN6 ON 7 2'-0" _ L 12"P.G.FOUNDATION WALL 4 = I - - 4'x 12"P.G.FOOTING WITH"DAMPROOFIN6 ON �I I 0 O I - l2)2x10 P.T. FD1 m m 2'-0" 10 24'x 12 P.G.FOOTING 13'-2" I q'-4" 14'-8" I - 123'-0" 14'-4" 10" O I I HD ❑ Qj� Q I 10"P.G.FOUNDATION DIRECT VENT HEATING EQUIP. 1- I I WALL WITH DAMPROOFING I I 4"WIDE N DIRECT VENT HEATING EQUIP. HID, APPLIANCE CLEARANCE 3�" IA L I- ON 20"x 10"P.G.FOOTING J015T SEAT. �_ APPLIANCE CLEARANCE APPLIANGE5 • IANGE5 SHALL BE INSTALLED ON�"x "x 12. P PG I I " 5HALL BE INSTALLED WITH THE I �I I I 4 WIDE - WI THE CLEARANCES FROM FTG N.0 J -T.O W.ELEV. = 0'-0" I TOW ELEV= !-)I I �, v 4"WIDE J ( I I I i J015T 5EAT. I � o CLEARANCES FROM UNPROTECTED � "HID15T SEUNPROTECTED GOMBU5TIBLE I I J I g o GOMB05TIBLE MATERIALS A5 I I TOW ELEV= (-)I'-I " M TERIAL5 A5 INDICATED ON TILE I s, ® u, INDICATED ON THE APPLIANCE LABEL I P Ij > TOW.EL�4AT. APPLIANCE LABEL AND IN THE L J i o 1 c_v AND IN THE MANUFAGTURER5 I ~� MANUFACTURERS INSTALLATION ®�) FW-2 I p ® ry I - IN5TALLATION IN5TRLIGTION5. L IN TRUGTIONS. 00 0o I I 31"DIA STEEL COLUMN ^^ .. x I ON 30°x 30"x 12"DP PG PROVIDE FRESH AIR INTAKE I HD W OVIDE FRE5H AIR INTAKE p o I I a� i `�' I T FTG N.O.Na TO MEGH EQUIP PER CODE U7 • MEGH EQUIP PER CODE Ll r HD 2x12 FLOOR-J0� J 2x12 FLOOR J015T5 I II ❑ 10" m - I'-0" 6'-0" 6'-2" I S'-5" - 8'-5" 8'-5" 2'-0" „ JL ® Ib"O.G. ® Ib"O.G. 2 0 F I- I I� I I ❑ w C D.O. - D.O. II I D.O. 5 I/4"x q I/2" LOW D.O. L J BASEMENT SLABfl -� I— I I I III = I I LVL 61RDER + FD1 #4"P.G.SLAB(MIN.25 P51 GO I L I I q� �L- J — J r , OOb MIL.PO L VAPOR FDI 4 I — — —� — — — J I I I BASEMENT SLAB 4 v _ � V7 IYP. BEAM POCKET I —BARRIER -i I I — — — I I I I *4 MI 5LAB(MIN. PVS �R) ii Fpl `� F- WRAP EN05 OF GDR — p p TAMP FILL Tp g5S5 DENSITY N O FDI K F- i I J I I * Q W/ALUMINUM AT o * I — I ( ) I I BARRIER POGKET OR PROVIDE lo" g'-o" 15' 0' x - I4'-2" 11 I'-o" I (�W. LEV= I I I I *TAMP+E FILL TO q5%DENSITY 2 c ( ) o AIR 5PAGE ALL j I I rQ„ - - I I I ce I -' UNFINISHED BASEMENT III FD1 F- 112" v SIDES UNFINISHED BA EMENT u� _ I I _o = ( 1 j I *8'-0"GEILIN6 HT. III W r *8'-0'CEILINGL I I v r I I ® � , _ 2'-0" 2'-6" 4"WIDE U *(R-13)CLOSED SPRAY I I I a i I O I _ �� I J — N N_ FOAM)IGNSUL ALONG INSIDE Y 10" JOIST SEAT. ❑ FOAM IN5UL ALO IN51DE �� I I — J I I r- N r FADE OF END.WALLS FULL HT I TOW.ELEV= (-)I'-I ", L J FADE OF FND. FULL HT CO (� ——-I = _ �' v O U OR DRAPED BLANKET — ®— -1 O OR DRAPED BLANKET Q I �O Q r x '�' INSULATION XO IN5ULATION L J I I x cv N I� § *ALL ExPoSED HOT WATER 10" 5-4 J *ALL EXP05W HOT WATER 4"WIDE J015T I - m I '� N ® PIPING AND/OR HEATING DUCTS HD PIPING AND/OR TING DUCTS O TO INSULATEV"N.Y.S. ELEV= ()I'-I T 4" I 4"WIDE J015T — — cv CODE.7 TO 13E INSULATED A5 PER N.YS. 1'-l0" 4"WIDE JOIST x I SEAT.T.O.SEAT r = C _ — UNEXGAV. 6 D.O. 12 FLUSH I I n ° 3jE12 FL 2"x lo" 4'P.G.SLAB WITH bxb, 5EAT.T.O.SEAT ��_ FD 1 LAB SEAT 10/10 W.W.M.OR - ELEV- (-)I'-I " o I I 0 0 I I I j o I F- - - - � I '- FIBERME5H.; LOOR J015T5 18-b I F t IF / I -3r 6 r b'-8" b'-8" I'-O" 3'-8" 8" MIN.3500 P51 GONG. HD IXY,q a,/2=L I 3. 2.. O T.O.W. —� I _ UNEXGAV. L-1 J L = i ELEV. =0'-0" I o D.O. 5 1/4"x 9 I/2" LOW HD a N N N C7 f- (O tlj 2x12 FLOOR J015T5 o I " - _ o N c�; N ri ri to 7 "' -4'PL.5LAB WITH ® 16 O.G. I 10 P.G.FOUNDATION WALL 3 I - C - TVCbIRDER 7 6 b,10/10 W.W.M. - I I WITH DAMPROOFING ON 20"x B1-5 I I F-T - - - - • FD1 OR FIBERMESH. O o J II 10"P.G.FOOTING N N.3500 P51 NN p r X I I ELEV. = 0'-0" I I I I I o " pE a 8 NG. 4'-b" I'-0" �/2' b" 7' 2' I a' FDI 82-5 4 0 LE65 ® MIDPOINT I DASHED LINE INDIGA 5 I� _ _ _ �I 3'-4" o III JOIST SEAT. 4 3 I I I FD1 I 2"x 10" I „ I'_2„ TOW.ELEV= l-)r-I „ SLAB 5EAT I-0„ - -I I- I OF FOUNDATION WALL FIRST FLOORS I g z 3'-2 I I-b FROM TOP 4 n cn a g #5 CORN REBAR5 W/ 4'-0" 5 I I z z v, z a HD BOTTTOM. -11P L- - - - J I F II o 0 0 P o o Z w LE65® DPOINT OF FW-2 a • T L (2)2X12 FLUSH FOUNDATI N WALL st I'-b" ( I O (2)2X12 FLUSH - - - - - - , - c_n c_n c_n § u5 v_� a Q U) O UNEXCAVATED TYi'IGAL I I v II > > > w > > - C\, t FROM TO d BOTTTOM. o I I o _ W w w � m m L) 6ARA6E 5LAB I T.O.W.ELEV. - 4"WIDE J015T °3-- - O UP 14R I *4'P�:y .G.SLAB(MIN.3500 P51 GONGU Ii I I p 01-00 SEAT.T.O.SEAT �� 2x1-2 F R JOISTS Op III *REINFORCED WITH bxb,10/10 W WM. ELEV= (-)I'-I " 5%DEN51TY I ® 1 L N s dl I 3 O *SLOPE GARAGE TAW 4 FIH TO pSLAB DOWN 2" N x x I I II N 2'-6" 14'-2" 8" UNEXGAVATED TYPIGAL Q - F- N I - - - - o u, 0 GARAGE 5LAB � i N TOWARDS GARAGE DOOR � � (O� �0� I ( I I 4 P.G.SLAB(MIN.3500 P51 CONGA O L 8 P.G. FOUNDATION WALL o �_ REINFORCED WITH bxb,IOAO W.W.M. o = I I L — — — — — — — 1 I O WITH DAMPROOFIN6 ON o � � 5 "x q 1/2" LOW *TAMP d FILL TO q5%DENSITY cv I -a „ „ I -� — — L- — — — — — — — — — — — • *SLOPE 6ARA6E 5LAB DOWN 2" I `n 16"x 8 DP P.G. FOOTING ll HD - _ J L_ _ J TOWARDS 6ARA5E DOOR 1 0„ 17-10 8 N bi - - 6 q 6'-q" 10" o W ^ . 2 12 FL00 T5 I I I r- 2 M--�•1 v o ® Ib"o. . I I 4 I D.O. I I �5 I/4" q 1/2" LOW D.O. II O m 8" i'-O" I i I L - J VL GIRDER J I w w `r loll2-6' `r I I-S' 17'-10' I FDI TYP. BEAM POGKET W w F TOP OF WALL I 4 ❑ c=i o = WRAP EN05 OF GDR I Z DN= -I'-2" T.O.W.ELEV. = FDI „ 8" P.G. FOUNDATION L I 0,-0„ I 5 ( W/ALUMINUM AT I (� HD 4 WIDE JOIST q SEAT.T.O.SEAT WITH DAMPROOFIN6 ON TOP OF WALL III J FD1 POCKET OR PROVIDE w ELEV= (-)I'-I ° 4" I6"x 8" DP P.G. FOOTIN ON= -I'-2" I v, I/2" AIR 5PAGE ALL I W • I _n 51DE5 I ❑ g" AB AB � � 2 ❑ • FD 1 S 10 P.G.FOUNDATION WALL _ 2x12 FLOOR JOISTS f, v' �n• � . � " I 0 lb"OL, o I I u� ® WITH DAMPROOFIN6 ON 20"x ( w - I `~ lo"P.G.FOOTING-T.O.W. ( O CD 2'-0" 2'-b" 2'-6" 0" 11'-4" m 10" = c� 0 3 A �, I „ ELEV. =0'-0" I ll z m v FD1 N 62-5 N z 6i A lo" 15-4 10 � 4" WIDE L) I B-5 I 1 J015T SEAT. (II N HD 2 o HD cv 2 i FD1 TOW.ELEV= (-)1'-I " ( ❑ ED cv cv �EFZ RC FD1 _ _ _ _ _ _ _ _ C) �, oOERT Ib'-O" M.O. I'-S` 1'-4" I6'-O" M.O. I'-b" HD o HD o Q �� ��'� �1- �O� 2� l'-0" 15-0" 18'-8" 18'-10" 4'-0" Il'-0" W LINE OF FRONT OF FOUNDATION WALL® 381-61,-140'-O" 0 N o MA51ER BEDROOM UNIT 55 7b-b O� 30) UNIT 56 UNIT 5 5 ❑ F E`Ny . I12 H SEP RA3�N MODEL B-2 (MAGNOLIA)- L]Ij MODEL B- I (INKBERRY) BER :r016023 HD- HOLD DOWN GENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO REVIEW THESE < SHEET NUMBER _ MULTIPLE LVL GIRDER CONNECTIONS: CONSTRUCTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND UNIT 5 5 UNIT 56 DUET CLUSTER a FOR ALL MULTIPLE LVL GIRDERS, LAG BOLT REPORT ANY AND ALL D15GREPANGIE5 INGLUDING ANY DIMENSIONAL FOUNDATION PLAN AB= ANCHOR BOLTS® TOGETHER W/ I/2" BOLTS @ 2'-0�� O.G., 2" MIN, CONFLICTS, IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEASURES M O D EL B- 1 ) B- 2 ) ZGARAGE 51MP50N FROM TOP 8 BOTTOM, 4 MIN. 4" FROM ENDS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. DIMENSIONS 1/4��=1�-O�� ( FOUNDATION PLAN " STRONG WALLS B2 � 2 SHALL BE GALGULATED AND NEVER 5GALED UNLESS OTHERWISE NOTED. W ❑ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED CE 2 HR 5EPERATION WALL PER UL#336 Z w E ] U 10" 5QUARE HB46 PERMA CAST A A 10" 5QUARE H1346 PERMA GA5T U r 3 IX COLUMN #46382 W/SQUARE FLAT B-5 O V 6x6 POST WITH i 82-5 COLUMN #46382 W/5QUARE bxb5IMP.T.P.TN 0 5 WITH POST I 14'-2° I GAP 4 BASE (OR EQUAL) - FLAT GAP 4 BA5E (OR EQUAL) Z ^ , GAP ANCHOR 4 51MP50N 1 0 - CORNER COLUMN TO BE O W CORNER COLUMN TO BE N ABUbb P05T BASE(TYP , PROVIDED W/5PLIT KIT p I 22-b I6'-0° U -F o rn II-0' 14'46" PROVIDED W/SPLIT KIT .}J cn d cp ALL COLUMNS) 2-o' 13'-2' i U > 2 w D N o I AL16N TOP OF Lu o I COVERED TRANSOMS - - - - - _ c~n °z (2)3016 TR (2)3016 TR _ - _ Z V •: u) wI I PORCH t= -(3�2�C8�T��IRBE 6x6 P.T.P05T WI1N 51MP5oN i a�•- rn (2) 3050 DH (2)3050 DH I N ® 6-0'HD HT ® 8'-0"HD HT I I 1 BG52-3/6 P05T GAP ANCHOR 4 Q w M 5'-b" 5'-6" b'-10" 1'-8" 6'-4" II'-3" 4'-II" I 8'-0" 8'-0" 1 SIMPSON ABUbb P05T BASE _ Q (TYP-ALL GOLUMN5) o N i 2 AL16N TOP OF ryCOVERED u' i I DI - - r - FW-2 TRAN5OM5 HD L - - - J L -� - J HD 1 o I PORCH :I o 0 a i a016 TR a = o (2)3010 TR (3)2816 TR � a01b TR o ' I 6080 5L. L. DR W/ I6 TR (2)2X10 HDR J LQ - ® 8 HD HT EGRESS (3) 850 DH I Yv 6080 5L. 6 .DR W/ o }V I 1 ® 8'-0"HQ HT LY la - - (2) 50 DH WINDOW ® 8' "HD HT iq " (2) I8" 51 FLIGHTS 21 "G to y I (2) IS" 51D LICHTS I to m r I lI`� Iq o , 1 3050 DH 1 o D1 F - - �r _1 I 12 DI DI ROOF TRU%61RDER _—�_ N ROOF TRU55 61RDER _ _ L - - - J - - - J H 0 I pl _ _ _ -_ `\ ( F- /7 DI _�_ - _N - - �� II'-0"CEILING Q \\ (2) 2X HDR / - HD �- - - - - - - - - - - -� H -- - 4444 - - -� 9I = 0 J E- \ la BREAKFAST \ DI / m - -� �— — �- -� " HD _ I �r I - 5.25 x II"I/8 LVL HDR - U 525" it 1/8"LVL HDR AREA \ / J r - - - r - - - i 2016 TR r �- - = � - - JTr �- -- - J I F ® 8'-O"HD 2052 DHT ry F m (- b" 14'-O.. 3'-0,. 4.2.. 2.-0., 4" I 14'-0" I I'-0" � - - - - - - - N I v 2816 TR® 1 I(T I I (2)2X10 HDR GONTINUOU5 // \\ c. L -1U525"x II 1/8"LVL HDR O2852 DH I ( o II -012'-0" 4" 15,-0„ b8'-0"HD HTL J "' I I I 10'-4" PRE-F O m 1 1 I3'-0"TRA GEILIN6 1 I FIREPL E Ln MASTER EDROOM I `� n'-0"GEILIN6 I I ~o C� II 3 1 BREAKFAST AREA I LIVING AREA 1 g z PRE-FAB II'-0"G ILIN6 I D I ( m I � I i� FIREPLACE GREAT ROOM iL——J o I z I FW1 2 a'-0"GEILIN6 o i TEMP 6L R5 1 ❑ Q m I I BEDROOM #2/ w w °� 11'-0"GEILI 6 I I I OPT. DEN 5010 I RAISED HEA TH r--'1 TEMP 6L OR5 I KITGH N FWH OPT. I I 00 'oo I I 2016 TR N i I RAISED HEARTH 1 ( I I I I 2052 DH ry ® 8-0 HO HT F� -\ I I 0 2, o 16'-4" 4" 6' 6 4" 5',4 4 5'-0" 4 5'-0"\ I O - 00 � X668 z 1 - �I I 12'-0"5TEP GEILIN6 I w w a o / _ AIPNr, - " GREAT ROOM2816 TR® I I ® II-0 GEILIN6 I w 11 I _ U�e-5o2"HDDHHr �6KI CHEN L--_jI- @ I._O,. Q GL. 4 � �, 4" ooI oo � �, 3'-0.. I 1 � I b"8-0 3-8 4-0 I6-4" ❑4 2 4 2-0 l0'-0"GEI IN6 10'-0"G ® 2 z I I (2)2816 TR v D1 4" X66 WIG �WIGL� v a'-0"GEILIN6 �,, 5D 1 I I I m PANT. LIN. ��e e I I BATHROOM ,�� I I I J ®(8-00 HO 14T F I - 1 1 - �° X668 I I I DINING AREA I F " U I I L J Q © I I I I N I I SQUARE HB6 I I o we (4)2x4 I I 1 I I PERMA GA5T COLUMN L J I m 4" FW b 6„ D 4" � POST REF W/SQUARE FLAT GAP Q (3)2816 TR® L _ " �, LJ .LO 2I "C" J I- -1 4 BA5E(OR EQUAL) - (3)2852 DH II-0 GEILIN6 z o a n / ry 2 0„ " 2 6„ a-0HD HT I i �, I DINING AREA �� 30 ATTIG� \ DI / CORNER COLUMN TO r , I I ACCESS Wc „ = 50 I \ / BE PROVIDED W/ Z v 4" m 10" SQUARE HBr16 - I (2)2668 ® HATCH 6'-0 -10 _ 3-8 4 - - - - - - - - SPLIT KIT W PERMA GA5T COLUMN L J in BIFOLD ® �? b� 5D 10'-0"GEILIN6 - NOTE "V": e�8 5'-8" b" 3'-4" 10 4° 2'-0" 4° II'-2" b° e F_ ry 5D cn b o _ _ s Hp i = o #46382 W/5QUARE I I u� I m DOOR5 o FLAT GAP BASF X668 ti'0�0 Mh5TER F_ -1 a - � � � � U (OR EQUAL) - I (3)2X6 21 "G' BATHROOM ON 4R k._O.. Iq 5016 TR Q O ON 148 cs L - J m q'-0"GEILIN r'os o II'-0"GEILIN6 1i DI (3) 2x6 HDR m 0 CORNER COLUMN TO ( J P05T = " " - o `� FOYER OVERED 3080 EXT INSUL DR o BE PROVIDED W/ DI 4" 3'-l0" 4" 3'-4" 4' 10'-4" 1-2 q-0 G ILIN6 �W� LAV, o _ „ SPLIT KIT � LAUN Ry _ `" V N PORCH I w/(2) I2 fHp e - - - - - - - - _ ? o m EF© GL. ® I 4'-b" �� la 51DELICHT5 0 - - 4444 — _i — N �6 — v o TUB Alyw NOTE "S,, Sp 3._4.. m 81_0" I'-O' v- "x � IR - s - 0`� 602 - m DI r 3 22'X "ATTIC (4) 2x6 `r 0 a HD m la GOVEREED I I X a' 0,50. SHWR PAN AGG 5 HATCH POST bR1 - a 5016 TR DI I�i I PORGI�f NOTE "5": _ _ = b'-2., 4" 4'-0„ 1'-0" 6' 3'-4" 4" 3._2,. 4" �b _ P I 11'-0"GEILIN6 - ui r ao 3080 EXT INSUL DR I I N o - - bxb P.T.POST WITH M o ti 1 I/(2) 12" 5, 4" I I N 1 FOYER 2868 INSUL DR- 868 IN5UL DR- _ 16 "x 3 Ip i-2 r N 45 MIN.FIRE 45 MIN.FIRE 66 SHWR PAN 51MP50N BG52-3/b P05T p 11 � N N rMi co co r "' 51DELI6HT5 �, TEMP.GLASS RATED�SELF PTN ON 2X4 ���5�'F - - - - "' � GAP ANCHOR 4 51MP50N � - GL051N6 DEVICE GLO51N5 DEVICE " Oot ABUbb P05T BA5E(TYP- a� O cn 2F- 3'_4.1„ I I b l0'-0" 4" 54' 6 KNEE WALL - - - q'-Om GEILIN6 5p® TEMP 6L PRTN p P_j I ALL C.OLUMN5) bxb P.T.POST WITH - - - G02 (4)2x6 P05T C DOOR - 51MP50N BG52-3/6 P05T HD-, _ X668 0 I GAP ANCHOR 4 51MP50N & - - - - - - b" 6'-10" = 4" 4,_0„ 4" a' 0 ABU66 P05T BASE(TYP m ALL COLUMNS) o ) L y TWO GAR GARAGE - 10'-0" EILIN6 I ®8'-0"HO HT g z m la WC ®5p _ TWO GAR GARAGE *4"P.G.SLAB(MIN.3500 P51 CONCH MA TER �© -Z (3)2850 DH z c N a o GL. p REINFORCED WITH 6x6,10/10 W.W.M. " BATH OOM I (TEMPERED) z z z O z z Z b (R-21)BATTS a-0 GEILIN6 �, I 0 0 0 �= 0 0 w DI � *4'P.G.SLAB(MIN.3500 P51 CONGA : " _ � SLOPE GARAGE SLAB DOWN 2 h � � � ¢ � N g H ® 3030 AWN b" 8'-b"©EF u' 4" 4'-6 .� 4 3'-4" b" REINFORCED WITH 6x6,10/10 W W.M. TOWARD5 6ARA6E DOOR WILL x I > > > W > > a Q " SLOPE GARAGE SLAB DOWN 2 * " / ® 8-0 HD HT 8 ? * TYPE'X'GYP BD ON 6ARA6E �6 LAV LAV WC l I-OJ Y w m m U O lo'-0"GEILIN6 % TOWARDS GARAGE DOOR o WALLS 4 GEILIN6 68 �� �� — n BATH #2 * 'TYPE`X'GYP BD ON GARAGE O * 'TYPE'X'6YP BD ON INT OF LIVING p `t 12 cn WALLS 4 GEILIN6 cv 5 SPADE COMMON WALLS TO GARAGE -� - - - - DI o 0 * "TYPE'X'6YP BD ON INT OF LIVING -2 O HD v 610 5PAGE GOMMON WALL5 TO 6ARAGE 2010 TR - ® Q ® 8'-0"HD HT cuoy -- - - - - - - , 1 205ODH N ENERGY NOTES B2 5 " I'-O" 18'-0" 4'-2" 4,. I Ib'-O" 1 b.._ Z - ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ECCCNYS ,l 6 (R-21)BATTS Iq W II' "GEILIN6 D/21 DI (2)2X6 H R 1 I � 0 RESIDENTIAL PROVISIONS. � a� DI I I � � a BEDROOM #2 Ia - SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 - N 1104.1 I DI _ HD I II'-0"STEP GEILIN6 I O o 0 2'-b" b,1 12'-0" b" DI 18,_0„ 16010 OH DR N I MASTER 1 a w m - - - - - - - a I BEDROOM I 2'-0" w a w w HD 5 1/4"x ib"LVL HDR HD 1 1 0 m o 16010 OH OR IZN � I I I z 2020 NY5RG- 62421.8 (503.8) I a — - — _— — _— — _— — _— — _ 0 2'-0" 1 VENTING 5Y5TEM TERMINATION LOCATION:_ r Hp 5 1/4"x 16"LVL HDR HD THE VENT TERMINAL OF A DIRECT VENT APPLIANGE WITH AN INPUT OF D/2I D/21 1830 H I 1 W 10,000 BTU PER HOUR(3KW)OR LE55 5HALL BE LOCATED AT LEA5T 1 D/21 D1 ®1-0"HD T o I I O v b"FROM ANY AIR OPENING INTO A BUILDI'46,AND SUGH AN 62-1. o DI `� 0 2010 TR ❑ APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT D1 A I 1 ® 8' 050 DH OVER 50,000 BTU PER HOUR 5HALL BE INSTALLED WITH A a INCH 4 VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT 2 B-5 L - - - - - - - - - - - - - OVER 50,000 BTU PER HOUR 5HALL HAVE:ATL EA5T A 12 INCH VENT N Hp SEAT HD FW FW-2 2-0 -O b (2)2X10 HDR TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND o 0 m THE AIR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE 6RADE. _ (2)2X6 HDR `� (2)2X6 HDR K' Z Z ui J Z la L - - JL J 1a - - - 2. HD F - - - -� - - - HD C7 0 o cn (2)3016 TR U) /* MODEL B-1 MASTER D1 (2)3050 DH DI A L 30 0 TR L 30 0 TR w BEDROOM WALL ® 8'-0"HD HT B2-5 Ia ® 8'-0" D HT ® 8'-0" DHT Ia Q �Ft_D A C, j 2020 NY5RG- 8312.2.1 BEYOND 2'-b" 4'-0" 4'-O" 2'-b" I'-0" I b'-0"R.O. I'-8" I'-4" Ib'-0"R.O. I'-b" DI 4'-0 30 0 DH q1_011 30 0 DH 4'-0" DI (� \5� ,ERT C IN OWELLIN6 UNIT5,WHERE THE TOP OF THE SILL OF AN OPERABLE TZ WINDOW OPENING 15 LOCATED LE55 THAN 24" ABOVE THE FIN15HED 0 FLOOR AND GREATER THAN 12"ABOVE THE FINISHED GRADE OR 2'-0" 2'-b" 2'-b" 2'-6" 18'-8" 18'-10" 4'-O" IT-O" W * < OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDIN6,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 38'-b" *OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO #FA THR EVE THE OPENING IN ITS LARGEST OPENED POSITION. UNIT 5 6 FLOOR PLAN UNIT 5 5 FLOOR PLAN - *FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 20x0 (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO ❑ O RELEA5E THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY 1/4"=l�-0�� � LIVING AREA- 1,5gq 5Q. FT. �2 HR 5EPERAT1oN1/4"=1'-0" OPEN,SHALL NOT REDUCE THE NET CLEAR;OPENIN6 AREA OF THE MODEL B-2 (MAGNOLIA) - WALL PER UL#336 MODEL B- 1 (INKBERRY LIVING AREA= 1,5ga 0. . JOB N BER w1NDow uN1r To LE55 THAN 5.15QUARE FEET. GARAGE AREA= 377 SQ. FT. GARAGE AREA= 311 SQ. FT. COVERED PORCH AREA= 250 50. FT. GOVERED PORGH AREA= Iq2 50. FT. w 2 016023 NOTE_ R: ONE CARBON MONOXIDE ALARM IN NEW ONE NOTE "5": EF =EXHAU5T FAN: GENERAL CONTRACTORS AND SUBCONTRACTORS TO REVIEW THESE Q SHEET NUMBER AND TWO-FAMILY DWELLIN65,TOWNHOUSES STAIR MANUFACTURER TO MULTIPLE LVL GIRDER GONNECTION5: 5o CFM INTERMITTENT OR NOTE V : GON5TRUGTION DOGUMENT5 UPON RECEIPT FROM ARGHITEGT AND UNIT 5 5 UNIT 5 6 DUET CLUSTER PRE--ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN GROUP R-2 DE516N 5TAIR5 TO MEET ALL © 20 GFM GONTII"ft1OU5 *ALL DRYERS TO BE VENTED = NOTE' c �� APPLICABLE CODES AND TO FOR ALL MULTIPLE LVL GIRDERS, LAG BOLT TO OUTSIDE AIR PER CODE REPORT ANY AND ALL DISGREPANGfES INCLUDING ANY DIMENSIONAL � ALL WINDOW5 SHALL BE TRU55E5 W/ 12 MIN. HEEL BUILDIN65(GOND05 4 CO-OP5)AND UNIT5 REPORT ANY OOE5 PENGIES * CONFLICTS, IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEASURES Z _HEIGHTS (U.O.N.) ® 24" O.G. OFFERED FOR SALE IN THE IMMEDIATE TOGETHER W/ I/2 BOLTS ® 2 4 FROM ENDS G°2 CARBON MONOXIDE ALL WASHER TO BE B- 1 ) B - 2 )ANDERSEN 200 SERIES = TEMPERED VIGIN11Y OF BEDROOMS ON THE LOHE5T AND GONFLIGT5 TO THE DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO GON5TRUCTION. DO NOT 5GALE DRAWINGS. DIMENSIONS SHALL (MODEL ( FLOOR PLAN U) 3 DESIGNED BY TRU55 ENGINEER GLAZING FLOOR LEVEL GONTAININ6 BEDROOM5. ARCHITECT PRIOR TO STAIR FROM TOP BOTTOM, MIN. �p 5MOKE OETEGTOR BE GALGULATED AND NEVER 5GALED UNLE55 OTHERN15E NOTED. w FABRICATION. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I6'-2" GABLE WIDTH WOOD ROOF TRUSS SPECIFICATIONS: /—GAP bxb P.T.P05T WITH � ^^ 11 INSTALL ICE d WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO 4 0 51MP50N BG52-3/b P05T H W MANUFAGTURER'5 5PEGIFIGATION5 TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED - ANGHOR 4 51MP5ON Z PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. ABU66 POST BASE(lYP _ -ALL GOLUMN5) p aj NOTE: ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING - - q O (� ' APPLY ICE 4 WATER 5HIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK —D.O - (3) X8 PAIR EF IS'-0" HIP WIDTH " LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN � B2-5 p AND MEMBRANE ARE AT TEMPERATURES OF 40 F (5 G) OR HIGHER, PER SECTION 1605 i Z V D .c .3 OF THE BUILDING CODE. 11'-0" PL HT. I ( 11'-0" PL HT. _O PRE-ENGINEERED ROOF ( q 2 HR 5EPERATION TPX55E5 PER TPU55 MANJF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE I F- c(D 12 12 I „ WALL PER UL#"336 U ■r"`� U > STRESS DESIGN: 101 a I— a 1oH I 5EE DETAIL I/FW-2 a� o 0 D (EQUATION 16-8) I I - - - - - - - 2WPT - - - - - F_ �`= �,`�} 51MP50N 5TRONG-TIE D + L (EQUATION 16-9) No R. ,� I L - L J - - - - - - L J J Z U � ci`o MTS STRAPPING(LENGTHS VARY) � �r � � �� r -�r I � � N °'� M D + S (EQUATION 16-10) �I i I O x CONTINUOUS WALL SHEATHING TO D + .6W (EQUATION 16-12) L �� - rn i 1 I U o `o v TOP OF TWJ55 HEEL �' 1 x N `2�Q U r N coC D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) ,� I A II'-0" PL HT. `SS �- �� El M II'-O" PL HT. B-5 + 12" HEEL HT. �J I II'-0" PL HT. HEEL HEIGHT VARIES-SEE TRUSS DRAWINGS FO2 D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = x W/ 12" HEEL I ACTUAL HEEL HEIC)HT5 LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL _ + 12" HEEL HT. P4 ( BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 L - - - - - - — — i'-0" HEIGHT I� NOTE "R" I"� a OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND I -I oH. AL16N FA5GIA5 I� SPEED (101 MPH BASIC DESIGN WIND SPEED) IN = i ) 12 I� I�, EXPOSURE CATEGORY B. I NOTE °R" IQ o lo'-lo° OVERHANG WIDTH a r-- 12 VARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE _ _ ROOF TRU55 61RDER _ _ _ _ ROOF TRU55 GIRDER _ _ j " oH• I I 1— Z \ - _ FOLLOWING DESIGN LOADS: q-0 PL HT I Ali- - r I O -� TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND i ,///// ) W/36 HEEL HT. _ _ _ - - - - - - J1LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD / / _ _ _ _ = L UUP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 � / (12'-0"WIDTH) � o - - � Q =�_ - GUTTER PSF, BCLL=1 OPSF, AND BCDL = 10 PSF. PROVIDE 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE z 12 - - - - - - - - _ I �' OH. Z - NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. �" q // / / - - --- - - - -- - - -- 8•FASCIA BD 82-4 i ;////j// j///j// JL TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD 12 I /' //j //j%//ji \—I " '�' / // / / � I-0PL HT DEFLECTION OF THE LESSER OF L/360 OR .75". ( q (- I � j j/j j j /j j j j j j OVERLA TRV55E5 �i �^ O / /� f LL Lr) TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ' v� I i//jj//j %/jj%/j I I I b" O Cn VENTED VINYL SOFFIT ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR I �,� I / // / / + / / / // OH. Z C) TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INT.BEARI TRAY GEIL. INCLUDE THE FOLLOWING INFORMATION: (_ WALL BELOW NF 1. DEPTH, SLOPE IF ANY), SPAN, AND SPACING. b" I I ( I /j//// // ///j� �I I J I 2. LOCATION OF ALL JOINTS. OH. I / /// / ////// I I r—� 3. REQUIRED BEARING WIDTHS. ® I I / j//j j /j// f� D ARE INDIGATBS /// // // TION OF FIRE RATED LEADER TO DRYNELL- TYF� 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. I I / / / INT.BEARING I- - 4.2. TOP CHORD DEAD LOAD. ' / ///// /j//R WALL SHEATHING, WALL BELOW ��\ 4.3. BOTTOM CHORD LIVE LOAD. j/ j/ 0 FROM CENTER OF 12 FLUSH ROOFS � 4.4. BOTTOM CHORD DEAD LOAD. I I — — — — j/j j/ � LL - EACH SIDE T -1 4.5. CONCENTRATED LOADS AND THEIR POINTS OF FLUSH OOF5 J /j/ I I - JL O APPLICATION. I HATCHED AREA INDICATES / /// / I I F - I- -I LOCATION OF FIRE RATED ROOF NOTE "R" I II'-0" PL HT. w 4.6. CONTROLLING WIND LOADS. /_ WALL SHEATHING,4'-0"FROM ''' DETAIL 1 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR I I — — '// // // /// Ilk / / / / I I + 12" HEEL HT. p DESIGN VALUES FOR CONDITIONS OF USE. /� - T // / /' C= II • 6. EACH REACTION FORCE AND DIRECTION. , I I j j%/ /j I II SS IL-��I I I I m (� T T 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, GS I //// /j; II o °a I IL I 12 E W NO O SCALE K THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION I — I — - — `s /�// / / - - - 1�jI l III 4 I OOF EACH JOINT CONNECTOR EXCEPT WHERE I a II SYMMETRICALLY w -I I I I II LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 " IR RIDGES TO I I I I I I AL16N FA5GIA5 GA MIN THICKNESS GRADE A GALVANIZED STEEL NOTE R 'Lb ( INSTALL HALF OF o �� /FA5TENER5® EACH o PLATES. lks) TRU RID6E W/VENT END OF 5TRAP 0 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH 12 — — / // / 1 r I - - L- J II II'-0" PL HT. ~ MEMBER. 'S a 0 9. CONNECTION REQUIREMENTS FOR TRUSS TO / / / I �O� I - -( �' �I + 12" HER HT. 0 o GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD II'-0" PL HT. 1 CO C� '/�,/ % 1� // - J I-_ `■/ aoo�po SPLICES. -/ter// / / /7` /l// - - -u- - v w 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. I , / // / j siv 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS j////// ////// AL16N R1D6E5 �J I p MEMBERS. 5'I N �Q I 549' U o e arRorx� 12. REQUIRED PERMANENT TRUSS MEMBER BRACING I, °„ I L �/ /// / _ TRUSS RIDGE W/VENT - - - �- O nE rid LOCATIONS. -y '/j/// Z. / /, n �- - - I J�r� oH. p o ° OR (3)' P05T , �� j////// , // I I I I I - - f� // / // // _ 12 I X °0 * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH 12X(b _ FLUSI I I� ' �l ° II F_ I I 2 ql 1 = ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND srna ne MANUFACTURE OF METAL-PLATE-CONNECTED WOOD Q -1 I —� j/ �/j � _� - -J m - _ _ - r _- - I _ ROOF TRU55 61RDER _ I �GSS I o TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS ,Z. I �o // /// j//T I �-- J- - - - N 14-I0d DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY Y) / /// //1 1 1 1 As' I F_ - -- Ll �- (TOTAL) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF w �J� NL I �- 1 / ��/jj//j I - - - �- - - - - - - - I OH. NEW YORK. �� , r — — — -j/ j /j// � 31 ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, M o n N °0 OVERHANGS AND ROOF PITCHES SO THAT FASCIAS AND U5E IN COMBINATION ONLY DETAIL 2 I I I / i///i// ///i/' I I ti, I i �� i o N N M 6 RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. / �v 1 I n 12 / / //j//j I I I I I I I I I ° I L WHEN STUDS AND RAFTERS TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH ry I ( +/- I I THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT m I / / DO NOT AL16N NOT TO SCALE I I // / / ( I I I „ B2 -4 WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING bxb P.T.P05T J - — - // //// ///j//j I I ULII-0PL HT. ASSEMBLY TO INSURE TIGHT FITTING JOINTS. WITH 51MP50N ' I I j%/j///� j% // , I I, ,I I I I I , n + 12" HEEL HT. * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER BG52-3/6 _ L�0 _ 1- //// / �/ I I I I L_- -- J L --_- II ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. P05T GAP C — - -�C j j//// / / I I I I I I I -- - - - -I I I z z THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND ANCHOR d - T I ///j//j / / I I I I g g 51MP50N a // // // // No "R" I I NO "R" I I rl Tri z m � a a METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR —I / / w AB%b P05T // // / // I I o I z z z o z z Z N SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN _ I_O, L J� �/ /// / / /// = I �I II Q J UJ BASE(TYP / / I' / 0 0 0 0 < o o z w - DESIGNED AND INSTALLED TO PREVENT ROTATION AND I // // // // ' - - - > - a Q m _- ALL GOLUMN5) oH. N /// / OH. 8' o I I - - - - - - II > > > w > > N I PROVIDE LATERAL STABILITY IN ACCORDANCE WITH / / // / ( zl I ILu ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA 51DENALL ABOVE BUILDING COMPONENT SAFETY INFORMATION (BCSQ GUIDE 11'_0" PL HT. I 12 12 I °H 12 12 I I I I LOWER ROOF J �" / // // I// // / I I I - _ - - - - - - 1 o TO GOOD PRACTICE FOR HANDLING, INSTALLING & o i// / // / 12(—�I 12��12 1 - �i L - - - - - - - - - - N BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. I f— - .� -1 * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS NL _ OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN = ll '�%o ////+- %//j% I I I I ( I 10rff NOTE: INTERSECTING ROOFS 2 HR FIREWALL BELOW ROOF o = // / 3-g 5'-0' ON TRUSS DRAWINGS. o „`�l / / // / ,� r ° I I ( I I b" WEAVE ROOF SHINGLES AT ( GARRY TO UNDER5IDE OF * g - I I y NOTE R 20'-3" HIP PL HT / // " II INTER5EGTION OVER ICE 5HIELD I H16p E5T ROOF 5HEATHIN6 - TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, " - -- - -- - - - - -- - -- - - - - - - - - CARRY MEMBRANE MIN. 24 DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY 62-5 Tr-o' PL HT. - _ __ /// / // I No R z MEMBRANEWITHOUT THE APPROVAL OF A REGISTERED DESIGN OH. I / rl////// IN I IN I I w OUT IN ALL 0IREGTION5 OF I N o = o �//j%//j // / / - - - - I I I I I I a 0 1 PROFESSIONAL. c // / �i // / - - L I F-+ } INTER5EGTION 1L THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS L- z 4 0 '/ /// // / // O m Z AND METHODS OF ERECTING THE TRUSSES. THE �n -L /// /// // // f w F,•� w � 10-0HIP WIDTH / / // / I I Z W Q CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY ///// / // //// m I z I > w W d, I w BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE 8'-Q" PL HT. ANDERSEN 2446 DH /////// / �/ - - - - - - - - - - - I I w a w W-a CL INSTILLATION OF THE TRUSSES. I I2 12 IN GABLE END WL � �- I I I I p o Q_ I ABOVE FLOOR 110.53 NI 110.53 I /////// //// / ROOF 55 I 3� I Z ROOF TRU55 - I RO: 2'-4"X 4'-b" NF XZ Lf) I— /////// ///// �A 61RDER5 UNDER I I ' I I (, N I �,PG Jf// /// /'j DORMER WALLS I p 10-0 PL HT. U O q O SS // I ( �= I + 12" HEEL HT. p r-o" ;e, - = /HIP RAFTER, 'sig o // / 10'-0" PL HT.51MP50N HGP HIP 5EE PLAN OH' ��' �G // / /I " AL16N CORNER TIE F` NO R Sv " , S + 12 HEEL HT. FA5GIA5 12 12 „-� I I'-0"PL HT. 2'-0„ I I q a 2-o w 510EWALL ABOVE LOWER �• 12 12 << OH. I I III OR _ I'-0" ROOF 10.53 10.53 OR A 10'-0" PL HT. I m o II'-0" PL HT. — 4'-0" FRONT GARAGE I B-5 + 12" HEEL HT. I I I z z Iii WALL PL HT. ABOVE I I a o OH - !tIoff o FIR5T FLOOR - - - - - - — == - -J-� Z - - -- - - - - - (D Vim= w TRU55 R106E W/VENT I o p ��-ED A c U �-,5 �0BERT n, w ' DETAIL EXTERIOR WALL L� UNIT 5 6 12 HR SEPERATION UNIT 5 5 ROOF WEAVE B AREA OF ONE: ROOF WALL PER UL#336 N� " Q� TOP PLATE HIP E�IJILT OVER ANOTHER MODEL B-2 (MAGNOLIA) B2 5 I SEE DETAIL I/FW-2 MODEL B- 1 (INKBERRY) � 9 FNE DETAIL NOT TO SCALE B2 -4GONNEGTION 2 JOB MBER GUTTERS 4 LEADERS INSTALL IGE AND NOTE R: 2016023 ALL GUTTERS LEADERS SHALL BE BAKED WHITE ALUMINUM .032 NOTE O: NOTE 5: PRE-ENGINEERED ROOF UNIT 5 5 UNIT 5 6 DUET CLUSTER Q SHEET NUMBER WATER 5HIELD PER ROOF PLAN MIN. GAUGE, GUTTERS SHALL BE 5" SEAMLESS, O.G. STYLE W/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED SCISSOR TRUSSES W/ 12 MIN. HEEL MANUFAGTURE'5 a RELATED 4 REQUIRED AGGE55ORIE5. LEADERS SHALL BE MIN. ROOF TRU55E5 @ 24" O.G. ROOF TRU55E5 @ 24" O.G. HEI6HT5 (U.O.N.) @ 24" O.G. _ MAINTAIN TO (MODEL B- 1 ) (MODEL B- 2 ) ROOF PLAN B2 � 4 2 x3 , .027 GAUGE W/ CLIPS ANCHORS. CAULK SEAL ALL DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 1/4 =1 -0z JOINTS. PITCH GUTTERS MIN. I/8"/FT. PROVIDE P.V.G. RECEPTORS MAINTAIN PRODUCT ENGINEER 8" ABOVE GRADE TO REGEIVE LEADERS (GL05ED GAP DE516N). WARRANTY w p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I �� � 4®o ���� 2020 NYSBG SECTION 106.6-EXCEPTION 4: 48" MIN 48" MIN 1� � 2 HOUR FIRE RATED RE515TANGE WALL ASSEMBLY MAY TERMINATE OPTION#2 z AT UNDER5I0E ROOF SHEATHING IF FIRE RETARDANT TREATED 2020 NY5BG 5EGTION SECURE ROOF SHEATHING TO G-RUNNER TRACK SHEATHING I5 INSTALLED FOR A DI5TANGE OF 4'-0" ON BOTH SIDES 706.6-EXGEPTION 4: 2"G-RUNNER JOINTTRACO -CAULK FOR OPTION#1 E WAI,Ie RATING - HR. SMOKE TIGHT JOINT OVER OF 2 HOUR FIRE RATED RE515TANG15 WALL ASSEMBLY 2 HOUR FIRE RATED RE515TANGE FINISH RATING - 120 MIN. WALL ASSEMBLY MAY TERMINATE AT METAL EDGE FLASHING OPTION#2 O �I� 2 STC RATING - 61 SEE ITEM 7 48 48 THE UNDERSIDE OF ROOF NON-RATED SECURE WALL SHEATHING TO 0 V .0 5HEATHIN6 PROVIDED THE ROOF 15 V 0- PROTECTED WITH 5/8"TYPE "X" G-RUNNER TRACK TYPICAL ROOFING z ^ , E) EXX GYPSUM BOARD DIRECTLY BENEATH ROOF TRU55 O W i o rn M r L THE UNDERSIDE OF ROOF'SHEATHING U �r'I U >N � �' AND 15 SUPPORTED BY 2 LEDGERS RAKE BOARD-TYP _ 2' H STUD TRAGK AN FRAMINGATTACHE�OR To A MINIMUM OF 51DE5 OF ROOF - - - -- -..--.- -_------- -- -- - _ -- Z OPTIC N 2 ~ .'^_ t °• •w,ti ;} •`�, G U K FOR SMOKE TI H # DISTANCE OF 4'-0"ON BOTH SIDES TYPICAL SIDING R �x T �x Z J6i T OVER OF 2 HOUR FIRE RATED RE515TANGE L O °x Cl)c) :_._:.__ Q W M I '�. t6 1,.,,,,,.,• r:•••.•••..f.,•f.ff. fff _.._--•-•- ' ROOF ® 24 O.G. WALL A55EMBLY.ALLOW NO 12"VERTICALLY d 12"HORIZONTALLY o ,.,•f,•fffef ffffffff••••••••ffffef»fa•• .....••..... > U) i.•,•. :. ;: TUDS CONTINUED TO UN ER51DE 41-0"O U r- _ co ................._.,.,,,,,,. o,unuunun, _r__..._ ..1.__unono..u„mwff,.f,.f,f,.•__,.f,.,,.I. 5HEAT}IING OPEN NGS N ROOF WITHIN F Mco I ��.._. ... Imo- .......... --, ._........ -'- - ..... - _ _.. ............--- - ROOF I I 2 ❑ _ -' HOUR FIRE RATED RE515TANGE WALL C� ..... h:;a ns� --_ �ti�f. i{•_� cf . ._..------���_:.. .. I A ASSEMBLY EACH SIDE.MINIMUM 7FN 2x4 LEDGERS W/ co ^ , . ` IR SPACE EA. 51D # B ROOF 5HIN6LE To BE 2�"x2(TYLONG 5TALLLED z Y2 INUM 19WW� Nmffi fREATED PLYWOOD 5HTGBREAKAWAY CLIPS " OUT,IF LOWER ROOF 15, r`'' " ASR .yF1C5EGURE ROOF c; �t; `�� ` CYP. BD. OR MINERAL n ; ;WOOL FIRE BLOGKI 0 BELOW HIGHER ROOF� •, Tr �� FING�- - � -` SHEATHING TO CONFIGURATION BION A 3 I/2 (R-13) BATT ASW CLIPS OR .00, USCF - - .063 ALUMINUM z U56 ALU 1 ALUM ANGLE CLIPS x'r-----------Tx#XT--------- BREAKAWAY GLIP5 0 EX3}OSE')TC)FIRE €'�tOM AREA S1.`.[1�kRjVT*1QN 11E,�LT.:SIT)[:{�d":�i3.�' AIR SPADE _ DOUBLE H-STUD TRACK I"AIR SPACE 1"AIR 5PAGE U 14 ' _ r"4� SGREWED BACK TO BACK < ' ' �. (2)PIEGE5 G.P.TOUG GK I"FIREGUARD .S „_ /' ' 3 ' `„_. . " 1/2"6YP.BD DOUBLE H-5TUD FILL I" GAVITY AT FLOORS AND R, �� Z TRACK SGREWED TYPE X 5HAFTLINE TER ----- I_� w-___ _, w _,#�„� _, ` ' __�-w_--_ y BACK TO BACK _<< BOARDS W/FIBERG FINISH TH _ __ -ww___-_ _www-... - ---_ __-- >'.:- ••- �....,,,,,.� OR MINERAL -- - - r• � - CEILING GYP. ARD SIDES AND E06E5 `�. ti :r_ - '! `• , WOOL FIRE BLOGK NC U !.'J, • �` U y � .�. , �,-�:. I" AIR 5PAGE . ..... ' ................................� --..............::.:..:.:::.F.........'::::....... . .. :..::::: : r'Jy:_::. - . . 2 H 4 ILL Ln ....... ..................................................... .....:::'::..Y.- ..V-. -.......:.. ...........-_..._._ .....:':. OUCH _ STUD TRACK .'-j�" '�- •�-. _.• (2) PIECES GP T ROCK I _. ... :::_: - . INE , .....v......_... . >. TYPE "X" SHAF FIREGUARD TL R 4 �`:; :w WATER PROOF BOARDS W/ 2x4 P.T. SILL PLATE O m FIBER6LA55 FINISH ON BOTH 51DE5 _ ❑ • , •�.S \ , f�.\JF .4`I''a.. kms•.• 1 1 �•'• , { AND EDGES _ FIR5T FLOOR ---- t:. q 5X 3/4 T$6 05B SGREWED - RUN ✓� Y RIM J015T PER FLR J015T MANUF. 5 OPTION#I 1� GONTINUOU5 BETWEEN FILL I"CAVITY AT FLOORS AND CEILING W/ ROOF TRU55 2020 NYSBG SECTION?06.6-EXCEPTION 4: J015T5 PER PLAN 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY 4 ,E CI��R1 i�t�l 1'�r PLATES AT EXTERIOR - = 6YP.BOARD OR MINERAL WOOL FIRE TERMINATE AT UNDER51DE ROOF SHEATHING IF FIRE RETARDANT ~� WALL - „_ (2) 2x4 P.T. SILL PLATE BLOGKIN6 .063 U56 ALUMINUM TREATED SHEATHING 15 INSTALLED FOR A D15TANGE OF 4'-0"ON E;9ltf}SF.f.}Tt.) V'i�: i' 'RE:?'`~1 .FTF� RiIE3)✓ ^' BREAKAWAY CLIPS BOTH SIDES OF 2 HOUR FIRE RATED RESISTANCE WALL A55EMBLY O •� ;.,o,,., 3-418r}" 3 " (R-13)CLOSED CELL SPRAY FOAM IN5UL 8"� ANCHOR BOLTS(14" LONG + OPTON#2 W " SII IN ,'� 5�x� (':E �� .+.,, AIR SP�1t.E ;-••,4 r-,.------- ��S[E� ;�P.4t:E ALONG IN51DE FACE OF FND.WALLS-FULL HT ° 3 HOOK, M EMBEDMENT) OR 2020 NYSBG SECTION 106.b-EXCEPTION!4: 1 I OR DRAPED BLANKET INSULATION ° " i,l 2 HOUR FIRE RATED RESISTANCE WALL A5515MBLY MAY TERMINATE AT I x € d ANGHOR5 W/3X3 X4 .-- <'• •---_-,--• ,_� -- ^ ,...._... ...;--- •- •--i - r.. 11 THE UNDERSIDE OF ROOF NON-RATED 5HEATHIN6 PROVIDED THE ROOF ��R PL 9 24 OIG. RESISTANCE T m : r'; ;'r' % ?;�, I.;•.', `{ !` ii; # 15 PROTECTED WITH 5/S"TYPE "X"GYPSUM BOARD DIRECTLY 13ENEATH ;/ , } l: I ; , .�, : ;. , `, '�•,\E ;I�; ,i,7:', (1) 4 HORIZ.REBAR d THE UNDER51DE OF ROOF 5HEATHING AND I5 5UPPORTED BY 2" # RATED WALL ASSEMBLY DETAIL W O f fi , (I) 4 HORIZ.REBAR® MID BA�jEMNT t� LEDGERS ATTACHED TO THE SIDES OF ROOF FRAMING FOR A MININAJM > �` � , ,,..:• � - � ,.; ! �,,. ; . ,�...^- HEIGHT OF WALL STORY ° ,.{ OF DISTANCE OF 4'-0"ON BOTH SIDES OF 2 HOUR FIRE RATED '•,''.''; ,l� f �' ' ' '` � SEE CLUSTER FOUNDATION PLANS FOR LOGATI ONS �`�, ,fr ; :• ? jy';�,j.,:,.*nj'jfT� ' ° FI'2 RESISTANCE WALL A55EMBLY.ALLOW N:0 OPENINGS IN ROOF WITHIN �� 11 11 N.T.S. " 4-0 OF 2 HOUR FIRE RATED RE515TANCE WALL A55EMBLY EACH ' 12 FOUNDATION WALL ON 24"A2" TYPICAL BASEMENT SLAB 510E.MINIMUM GLA55 B ROOF 5HINGLE TO BE INSTALLED. P.G. FOOTING #4"P.G.5LAB(MIN.2500 P51 U c �--- `• fes, '�.. •••' `,�.. . ' .'-. : cm) W. ^t ``,.,';�; ,•4,4 4 (2,t; - ^`; �,r 1�' '', `;`,��'�•', 3 ��,, ° d° '.006 MIL.POLYETHELENE 5TG RF T I NCS Q ;; : , ^- • # ~ ,`7,}�.'__'. ; .. : i /% • -e"_'_...•tii r-. V 202 N 1 U J `i / ''• i• : ' ° • AAMWP BARRIER TO Q5%DEN5ITY �0 NYSBG SECTION 706.6-EXCEPTION 4: a 0 w� USG BROCHURE 5A100 (FIRE RESISTANT 1 d' 2 HOUR FIRE RATED R15515TANG15 WALL ASSEMBLY MAY TERMINATE AT 2020 NYSBG SECTION 7Obb-EXCEPTION 4: ~ 5 -•,.,,•1 .�, ;`! ski:'1 .-t S : ° d OPTION 2 4• :r •}'!' ji .._: , {., �.;. '. i ' _ ,... ° A55EMBLIES) # z U f,' d UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT TREATED SHEATHING 1 ;` ,' '�:`,,; ; ! .r f,J •.. 1 15 INSTALLED FOR A D15TANGE OF 4-0 ON BOTH 51DE5 OF 2 HOUR • .• ., PAGE 22 (AREA SEPARATION WALL w , : 2 HOUR FIRE RATED RE515TANGE WALL LL I '1� .% + ti.^ ::;t.\ A.. SYSTEMS) FIRE RATED RE515TANGE WALL A55EM13 Y Q_ „^••""u'A''�• - ••"•' •- --�• ' k• .d d d ° °. A55EMBLY MAY TERMINATE AT THE TEST#UL DES U341 UNDERSIDE OF ROOF NON-RATED U 48 48 5HEATHIN6 PROVIDED THE ROOF 15 0 HORIZONTAL #4 a ° AGOUSTIGAL PERFORMANCE = 5TG 60 PROTECTED WITH 5/8" TYPE "X"GYPSUM d ° TEST#RAL-TL-SS-350 BOARD DIRECTLY BENEATH THE a ° ° BASED ON 2x4 FRAME WITH MIN. 3" UNDERSIDE OF ROOF SHEATHING AND 15 MINERAL WOOL BATT AT EACH SIDE 5UPPORTED BY 2"LEDGERS ATTACHED TO 5EPARATION WALL: (Max Height - 66 ft) E THE 51DE5 OF ROOF FRAMING FOR A 2 HR FIRE RESISTANC SECTION 1206.3 OF 2020 NYSBG- WALLS, MINIMUM OF P15TANGE OF 4'-0"ON BOTH PARTITIONS AND FLOOR/CEILIN6 2' H STUD TRACK AN 51DE5 OF 2 HOUR FIRE RATED RE515TANCE I. f=loor, Intermediate or Top Wall -- 2 in. wide channel Shaped with I in. long legs formed from No. 25 M56 gale Steel, Secured with suitable A55EMBLIE5 SEPARATING DWELLING G U K FOR SMOKE TI H OPTION #2 WALL A55EMBLY.ALLOW NO OPENINGS IN RATED WALL ASSEMBLY DETAIL UNITS FROM EAGH OTHER OR FROM J I T OVER ROOF WITHIN 4'-0"OF 2 HOUR FIRE RATED fa5tener5 Spaced 24 in. OG. ( 2. Metal 5tud5 -- 5teel members formed from No. 25 M56 goly 5teel having "H" -Shaped flanged spaced 24 in. OG; overall depth 2 in. and "." PUBLIC, OR SERVICE AREAS SHALL HAVE 2 4 TUD5 CONTINUED TO ERSIDE ROOF 5155® 24"O.G. RE515TANCE WALL A55EMBLY EACH 510E. � r N.T.S. SEE GLUSTER FOUNDATION PLANS FOR LOGATION5 A 5TG OF 50 OR MORE. 0 R OF 5HEATHIN6 MINIMUM GLA55 B ROOF 5HINGLE TO BE w ,� ,� N °� flange width 1-3/8 in. INSTALLED. � M 6 � 7 7 M - . 3. 6yp5um Board* -- Two IaLer5 of i in. thick gypsum board liner pane 15, supplied in nom 24 in. widths. Vertical edge5 of panels friction fitted USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED 5TG=60 I" Al 5PAGE EA. 51DE� o � N N Mcl� r,-: � � - into "H" -Shaped Studs. TEST #RAL-TL-88-350; STC = 60 �__ - N N V G6G ING -- Type 5LX. TYPIGAL FRAME: WALLS (2) PIECES G.P.TOUGHROGK I" UNITED 5TATE5 GYPSUM GO -- Type 5LX !=� FIREGUARD TYPE "x"5HAFTLINER, U56 MEXICO 5 A DE G V -- Type 5LX. GYP. BD. OR MINERAL UNRATED WATER PROOF BOARDS W/ WOOL FIRE BLOGKI Z :n j WINDOW \ AND EDGES FINISH ON BOTH SIDES ASW CLIPS OR .0�3 PROTECTED WALL: (Bearing or Nonbearing Wall) - - 0 a of g g g _ T 0 0 0 °-° o LD z J \ 2 HOUR FIRE RATED RE515TANGE ALUM ANGLE CLIPS > > > > D D a ¢ co 4. Wood Studs -- Nom 2 4 in. max 5 acin 24 in. OG. Studs cross braced at mid-he ht where necessary for clip attachment. Mtn 3/4 In. _ _ I AIR SPACE DOUBLE H-STUD TRACK W W W W W W N WALL A55EMBLY SHOWN HATCHED SGREWED BACK TO BACK � war w m 00 � � p g Ig ht between wood framing and fire Separation wall. 4A. 5teel 5tud5 -- (A5 an alternate to Item 4" not 5hown) -- For Bearing Wall Rating - Gorro5lon protected Steel 5tud5, min No. 20 M56 2020 NYSIM 1065 HORIZONTAL coI'MINU Y: DOUBLE H-STUD TRACK 56REWED FILL I" CAVITY AT FLOORS AND N (0.032a in., min bare metal thickne,55) 5teel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) gals Steel or No. 20 M56 (0.033 in. thick) WERIOR ' XG0N1"�151�0h1 BACK r0 BACK FIRE KKR wra.L TO exrERioR wAI L CEILING W/GYP. BOARD OR MINERAL primed 5teel, cold formed, 5holl be de5igned in accordance with the current edition of the Specification for the Design of Gold-f=ormed Steel N " WOOL FIRE BLOCKING N I AIR SPACE Structural Members the American Iron and Steel In5titute. All de,5i n detail5 enhancing the 5tructural integrity of the wall a55embl includingUNRATED 2" H-STUD TRACK 5TG RA�TINC WINDOW the axial de5ign load of the 5tud5, 5holl be a5 5pecified by the 5teel de5igner and/or producer, and 5hollmeet the requirement5 of all 2020 NY5B6 SECTION 106.5 (2) PIECES G.P. T�16HROGK I" USG BROCHURE 5A100 (FIRE RE515TANT a EXCEPTION #2L FIREGUARD TYPE "X" 5HAFTLINER 2x4 P.T. 51LL PLATE H F� applicable local code agende5. The max stud Spacing of wall assemblies Shall not exceed 24 in. OG. Studs attached to floor and Ceiling WATER PROOF BOARDS l^U - A55EMBLIE5) z UN5PRINKLERED BUILDINGS: 6ARA6E PACE 22 (AREA SEPARATION WALL w track5 with 1/2 in. long Type 5-12 5teel 5crews on both 51de5 of 5tud5 or by welded or bolted connection5 de5i9ned in accordance with the FIRE RETARDANT TREATED - _ FIBERGLASS FIN15H ON BOTH 51DE5 -0� U - --- - 2020 NY5BG 5EGTION 106.5 AND EDGES 5Y5TEM5) 0- A151 c� 5pecification5. Top and bottom tracks Shall consist Of Steel members, min No. 20 M56 (0.032q in., min bare metal thickness) steel or min SHEATHING TO EXTEND 4'-0" ON UNEXCAVATED TYPICAL TE5T #UL DES U341r EXCEPTION #3 w m No. 20 656 (0.036 in. thick) galy 5teel or No 20 M56 (0.033 in. thick) primed 5teel, that provide a 5ound 5tructural connection between BOTH SIDES OF 2 HOUR FIRE -- -- - - - --_- - GARAGE SLAB Steel Studs, and to ad'acent a55emblie5 5uch a5 a floor, Ceiling, and/or other walls. Attached to floor and ceiling a55emblie5 with 5teel RESISTANCE WALL BUILDINGS EQUIPPED W/NFPA 13 ORL •4"P.G.SLAB(MIN.3500 PSI GONGS w w g g ASSEMBLY AND OFFSET WALL NFPA 15R SPRINKLER: ° REINFORCED WITH bxb,sono ww.M. ACOUSTICAL PERFORMANCE = 5TG 60 ] iL fa5tener5 5 aced not greater than 24 in. O.G. 5tud5 cro55-braced with 5tud fromin at midhei ht where nece55ar for Clip attachment. Min " " FIRE RETARDANT TREATED SHEATHING a d 'TAMP d FILL TO 5LAS DENSITY TEST#RAL-TL-88-350 0 = Q p g g g y P 4-0 MIN. 4-0 MIN. (I) #4 HORIZ.REBAR ° •SLOPE GARAGE SLAB DOWN 2" BASED ON 2x4 FRAME WITH MIN. 3" � ❑ 3/4 in. separation between steel framing and area 5eparation wall. Pini5h rating ho5 not been evaluated for Steel 5tud5. AT 2 HOUR FIRE RATED RE515TANGE z WALL A55EMBLY END S" WIDE X FULL TOWARDS GARAGE DOOR MINERAL WOOL BATT AT EACH SIDE (D a 46 Steel 5tud5 -- A5 an alternate to Item5 4 and 4A, for u5e in Configuration B only, not 5hown) -- For Nonbearing Wall Rating - Channel 2 HR FIRE RESISTANCE HEIGHT OF 2 HOUR FIRE RATED ° 5EGTION 1206.3 OF 2020 NY566- WALLS, cn �1 0 5haped, fabricated from min 25 M56 corro5ion-protected 5teel, min 3-1/2 in. wide, min I-1/4 in. flonge5 and 1/4 in. return, 5paced a max of 24 RE515TANGE WALL ASSEMBLY a PARTITIONS AND FLOOR/GEILIN6 w in. OG. 5tud5 to be, cut 3/8 to 3/4 in. le55 than o55embly height. Top and bottom track5 5hall be, channel 5haped, fabricated from min 25 M56 RATED WALL ASSEMBLY DETAIL 2 _ - _ _ ASSEMFROM BLIES OTHER OR FROMELLIIN6 PUBLIC, OR ❑ corrosion-protected steel, min width to accorrmodate Stud Size, with min I in. long legs, attached to floor and ceiling with fa5tener5 24 in. OG FI,,12 ° . SERVICE AREAS SHALL HAVE A 5TG OF 50 w max. 5tud5 cro55-braced with 5tud framing at midheight where nece55ory for clip attachment. Min 3/4 in. 5eparation between 5teel framing and N.T.S. OFF-SET EXTERIOR WALLS ° OR MORE. _ area separation wall. FIni5h rating has not been evaluated for Steel 5tud5. (I)#4 HORIZ.REBAR® MID 2 HOUR FIRE RATED HEI6HT OF WALL STORY a PROVIDED STG=60 5. Gypsum Board -- Gla5sifled or Unclo55ified -- Min 1/2 In. thick, 4 ft wide, applied either horizontally or vertically. 6yp5um board attached to TYPICAL FRAME WALL ° ,P ANCHOR BOLTS(14' m RE515TANGE WALL A55EMBLY Studs with I-I/4 in. long Steel drywall nail5 5paced 8 in. OG. Vertical �oint5 located over 5tud5. (Optional) Joints Covered with paper tape and LONG + 3" HOOK,8" MIN point compound. Nail heads covered with point compound. SHOWN HATCHED ° EMBEDMENT) OR ADHE51VE z Q NOTE: UL #336 EXGEED5 CURRENT FIRE CODE U ❑ ❑ � 6. Attachment GIip5 -- Aluminum angle, 0.063 n. thick, 2 in. wide with 2 in. and 2-1/4 in. leg5. GIip5 Secured with Type 5 5Grew5 3/8 in. long to UNIT UNIT 12" FOUNDATION WALL ON 24"x12" ANCHORS W/3"X3"X�4" STANDARDS AND REDUCES SOUND TRANSFER u) �� �� WASHER PL ® 24 OIG. BETWEEN UNITS w H 5tud5 and with Type W 5Grew5 I-1/4 in. long to wood framing through hole5 provided in clip. UNRATED WINDOWS P.G. FOOTINGIn 6A. Clip placement (Item 6) for 5eparation walls up to 23 ft high. Space clip5 a max of 10 ft OG vertically between wood framing and "H" AND DOORS FtE�ARC Studs. d U �� 05eRT Ch, J d° ~ �� ��� SRL ��� 6B. Clip placement (Item 6) for 5eparation walls up to 44 ft high. Space GIip5 o5 de5Gribed in Item 6A for upper 24 ft. Remaining wall area _ _ w below require5 GIip5 5paced a max 5 ft OG vertically between wood framing and "H" 5tud5. ° U 6G. Clip placement (Item 6) for 5eparation wall5 up to 66 ft high: Space GIip5 o5 de5Gribed in Item 6A for upper 24 ft. Space clips a5 - HORIZONTAL #4 « described in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips spaced a max of 40 in. OG vertically " a ° 0238 ` between wood framing and "1-i" 5tud5. S UNRATED SIDING (TVP) ❑ 1. Non-Bearing Wall Partition inter5ection -- (Optional) Two nominal 2 by 4 in. 5tud or nominal 2 by 6 in. 5tud nailed together with two Sin. long 4'-o" MIN. 4'-0" MIN. ° ° l0d nai15 5paced a max. 16 in. OG. vertically and fastened to one 5ide of the minimum 2 by 4 in. 5tud with 3 in. long 10d nails 5paced a max I6 2020 NYSBG SECTION 106.5 EXCEPTION #3 ° JOB in. OG. vertically. Inter5ection between artition wood 5tud5 to be, flu5h with the 2 4 in. 5tud5. The wall partition wood 5tud5 are to be BUILDINGS EQUIPPED W/NFPA 13 OR NFPA 13 SPRINKLER: 2020 NY5BG 5EGTION 106.5 EXCEPTION #2 2 HR FIRE RESISTANCE UNITS 5 5 y p p FIRE RETARDANT TREATED SHEATHING AT 2 HOUR FIRE RATED UNSPRINKLERED BUILDINGS: 2t16023 framed with a Second 2 by 4 in. wood Stud fastened with 3 in. long IOd nails 5paced a max. I6 in. OG. vertically. Maximum one non-bearing wall RES15TANGE WALL A55EMBLY END S" WIDE x FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED SHEATHING TO EXTEND 4'-0" 6i partition inter5ection per Stud cavity. Non-bearing wall partition Stud depth 5hail be at a minimum equal to the depth of the wall. R FIRE RESISTANCE ON BOTH SIDES OF 2 HOUR FIRE RATED RESISTANCE RATED WALL ASSEMBLY DETAIL 5 (MODEL B- 1 ) & Q SHEET NUMBER 2 H WALL A55EMBLY = *Bearing the UL GIa55ification Mark RATED WALL ASSEMBLY DETAIL N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS Fw2 5 6 (MODEL B- 2 zUSG AREA SEPARATION WALL SYSTEM UL# U336; ) Last Updated on 2010-10-27 N.T.S. AT FLUSH CONDITION F TEST #RAL-TL-88-350; STC = 60 W _ o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED