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HomeMy WebLinkAbout46293-Z �o�og�fFOty Town of Southold 8/22/2022 �' P.O.Box 1179 0 o • 3 53095 Main Rd 4.y�l �ao�A Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43344 Date: 8/22/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 9 Farmstead Ct Unit 54, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-28 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated pursuant to which Building Permit No. 46293 dated 5/21/2021 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. (LJnit 54 The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0108 7/5/2022 ELECTRICAL CERTIFICATE NO. 46293 8/11/2022 PLUMBERS CERTIFICATION DATED 8/8/2022 All "ffA PpVbing Co actors Inc uth ri Signature o�SUFEa TOWN OF SOUTHOLD oy� BUILDING DEPARTMENT co z TOWN CLERK'S OFFICE �y • ��, SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46293 Date: 5/21/2021 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#54, B-2 model) At premises located at: 9 Farmstead Ct Unit 54, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-2-28 Pursuant to application dated 5/4/2021 and approved by the Building Inspector. To expire on 11/20/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,911.60 CO-NEW DWELLING $50.00 Total: $1,961.60 Building Inspector pF SOUTyoI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(a)-town.southold.ny.us Southold,NY 11971-0959 COU�'�,��\ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 9 Farmstead Ct Unit 54 city,Cutchogue st: NY zip: 11935 Building Permit#: 46293 Section: 102.1 Block: 2 Lot: 2$ 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 50 Ceiling Fixtures 22 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 4 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 27 Heat Detectors 1 Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 2 Transformer UC Lights 7' Dryer Recpt G8S Emergency Fixtures Time Clocks Disconnect 1 Switches 46 4'LED Exit Fixtures 11 Pump Other Equipment: Fridge, Oven, Micro/ Hood, DW, W/D, 150A Panel 30 Circuit/21 Used Notes: New One Story w/ Unfinished Basement Inspector Signature: Date: August 11, 2022 S.Devlin-Cert Electrical Compliance Form las (/ly�'ti�l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CA P.O.Box 1179 r Southold,NY 11971-0959 a� l/�OUN1016 BUILDING DEPARTMENT TOWN OF SO•UTHOLD CIERTIFICATION Date: ," U` Building Permit No. I a R3 C �t*59) Owner: Nm()k '6W tb) , L.L C (Please print) Plumber: All C (Please print) I certify that the solder used in the water supply system contains less than.2/10 of I% lead. (Plumbers Signature) Sworn to before me this day of 20 Notary Public," 166 COLInty N;oia;y Public,St-.Ie of lq,--%rv1'b011 Reg. No.0IF16368361. Quo!"l,ad in Suffolk County Comrnis4ion ExoimsJs_/r.3a 2-)- w / OF 50UTyo # TOWN OF SOUTHOLD BUILDING DEPT. u 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ j,--FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (F AL) [ ] CODE VIOLATION /[_] PRE C/O REMARKS: S ] v�p L �z r � . DATE INSPECTOR * # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 -1N'SPE7- ROUGH ION [ ] FOUNDATION 1 ST [ PLBG. [ ] OUNDATION 2ND = [ ] INSULATIOWCAULKING [ FRAMING T PRibi [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]' FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: • DATE INSPECTO aoF souls # TOWN OF SOUTHOLD BUILDING DEPT. co765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] . ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING- [ ] FRAMING [STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY -[ ] FIRE SAFETY INSPECTION [ ]-aFIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR aoe soulyolo �,LCk # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��'' 765.1802 - INSPECTION [ ] FOUNDATION 1 ST [ ] 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: WO Tn' 4cj� Is •��� DATE3 ���, INSPECTOR so # # TOWN OF SOUTHOLD BUILDING- DEPT. Vnu631-765-1802 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: DATE g/ t( INSPECTOR `- o�aOE SOUIyo v`l �!'r ,��4 # TOWN OF SOUTHOLD BUILDING DEPT. courm N 631-765-1802 INSPECTION [ ] UNDATION 1ST [ ] ROUGH PLBG. [XFOUNDATION 2ND [ ] SULATI�ON/CAULKING [ ] FRAMING /STRAPPING [ FINAL All [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O ] RENTAL REMARKS: DATE *I INSPECTOR Home Energy Rating Certificate Property HERS 9 Farmstead Ct Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2022-08-11 Rating Number: MC199 9 Farmstead Ct Registry ID: 514929310 Cutchogue, NY 11935 Estimated Annual Energy Cost HERS Index:-53 Efficient Home Comparison: 47% Better Use MMBtu Cost Percent Heating 49.1 $97 7% General information Cooling 0.7 $40 3% Conditioned Area 3080 sq. ft. House Type Townhouse, end unit Hot Water 11.0 $12 1% Conditioned Volume 32538 cubic ft. Foundation Conditioned basement Lights/Appliances 21.8 $1048 80% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $120 9% Mechanical Systems Features Total 82.6 $1317 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: 69 cfm, 30.0 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI ECCC New York State 2020 Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 't to 1270 CFM50 (2.34 ACH50) Foundation Walls R-13.0 Met od Blower door Michael Fauci 1,270 CFM x 60 Min/Hr=76,200 / 32,538ft'r.34HC50 P Energy Testing Services Lights and Appliance Features 1648 Locust Ave, Unit E Interior Fluor Lighting(%) 0.0 ange/Oven Fuel Natural gas Bohemia, NY, 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Ext. 105 Refrigerator(kWh/yr) 568 Clothes Dryer CEF 3.94 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: -- REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. NY-ECCC 2020 Certificate 9 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: 1270 Clg: 1270 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. HERS ndex: 53 ++, Builder or Design P ___es__siol f _na_ Signature REM/Rate - Residential Energy Analysis and Rating Software v16.0.6 Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 9 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: 2022-08-11 Outdoors Temp During Test: 83 of CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes 7 No❑ Type: Furnace Lr l Boiler II Heat Pumper Other❑ t z Venting Tyne 3 DraftSin llaee Sip llage CO: CO E tciettc Fuel Type Circle Type) Pascal (Worst-Case) (Natural) (Worst Case atwal Rating:95.0 N❑✓ P❑O❑E❑ NQNOMO s NSA Pa. Pass❑✓ Fail❑_ Pass❑✓Fail❑ N/A PPM NIA PPM Water Heater Primary: Yes 0 Type: Standard Tank ✓Elndirect Tanldess ❑ Size: 75.0 Style Common Vent No Instantaneous QCommercial (See Note 5below) (Gallons) 4 Stand Alone ✓❑ s z Ventine Type 3 Drat S illa a Spillage(Natural) CO CO 'Efficiency Fuel Tvpe (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.69 N❑✓ P❑O aE❑ N❑M❑S Z✓ N/A Pa. Pass❑✓ Fail❑ Pass❑✓Fail N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑✓ No❑ Oven CO 1 PPM Ambient CO(During Oven CO Testing) o PPM Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal z Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. a Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: /� _- Date: 2022-08-11 9 - Manual S Compliance Report Job: wri htsoft P P Date: Aug 1,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC I 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 54-9 Farmstead Ct., Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 12393 Btuh Entering coil DB: 75.8°F Outdoor design WB: 71.0°F Latent gain: 2499 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.07 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: 62.6°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 600 cfm Output capacity: 36800 Btuh 131% of load Temp. rise: 0 °F Meets all requirements of ACCA Manual S. -�-wrightsoft° 2022-Aug-01 14:37:07 Right Universal 2016 18.0.32 RSU20066 Page 1 ACQ\...mor Model B2 MAN JSD\Rimor Model B2 MAN JSD.ruP Calc=MJ8 Front Door faces: w � Residential _ _ Review • Form ACCK® ' for HVAC System Design (Loads, Equipment, 15 Mar 09 nrcdgccaadaSomnaw Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes F­i No Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes f-1 No OEM performance data(heating,cooling,blower): Yes F1 No Building plan#: Manual D Friction Rate Worksheet: Yes F-1 No Duct distribution sketch: Yes F-1 No 7 Home address(Street or Lot#,Block,Subdivision): Model B2(Magnolia), Entire House HVAC LOAD CALCULATION ,0 Desiqn Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 'F Orientation: Front Door faces West Indoor temperature: 68 of North,Fast,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 EQUIPMENTHVAC ,0 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: SplitAC Heating cfm: 600 Fumace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 600 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for 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 .• 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) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed-based on the building plan listed above. I uno- . the claims made on -forms will •- subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAutho(ity having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist Wr1A9h1lSotm Ri9 ht-Suite®Universal 2018 18.0.32 RSU20066 ,M.x.n,wu+mwm Load Short Form Job: wrightsoft® Date: Aug 1,2022 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.cam Project • • For: Unit 54-9 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 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 ROOM NAME Area Htg load CIg load HtgAVF CIgAVF (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. -�- wrightsoft- 2022-Aug-01 14:37:07 Right-suite®Universal 2018 18.0.32 RSU20066 Pagel ACOA...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. -wrightsoft, 2022-Aug-01 14:37:07 �+1 'Model Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 AVC ...mor Model B2 MAN JSD\Rimor Model 82 MAN JSD.rup Calc=MJ8 Front Door faces: W -�. 9 - Project Summar Job: V1�ri ht5oft 1 Y Date: Aug 01,2022 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 54-9 Farmstead Ct., Cutchogue, NY 11935 N otes: Desjgn 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(ft') 3299 3299 Equipment latent load 2499 Btuh Volume(ft') 19156 19156 Air changes/hour 0.25 0.11 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. wrightsoft- 2022-Aug-01 14:37:07 �-• ..,»• -«a..,..._,...,,._., Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 MA R ...mor Model B2 MAN JSD%Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W N Level 2 ikgo PFRakfast �98 cfm 140 cfm Living Kftten 105 cfm M bed adiab Pant Laundry 1,60 cfm Dining area An rfm A\ Mud M bath Ei67 fm 11 cfm CL1 �7 cfm L40 cfm Stair 1 Foyer 1`27 cgRth 2 CL Garage Broan Exhaust Fan Model L150 60 CFM Energy Star Continous user timer Bed 2 LL107 cfm Job#: Energy Testing Services LLC Scale:1.:91 Performed by Energy Testing Services... Page 1 1648-A Locust Ave Right Suite®Universal 2018 Unit 54-9 Farmstead Ct. Bohemia,NY 11716 _ 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2022-Aug-01 14:37:16 r.b.delfino@energytestingservices.com •••N JSD\Rimor Model B2 MAN JSD.rup N Level 1 �6x 16 8x16 9 1 14 x 16 114219 cfm adiab 0 Bsmnt Makeup air 60 219 cfm CFM Skuttl 14 model 216 24x16 24" 8x16 Job#: Energy Testing Services LLC Scale: 1 :91 Performed by Energy Testing Services ... Page Unit 54-9 Farmstead Ct. 1648-A Locust Ave Righ;S0 eO UUniversal 018 Bohemia, NY 11716 Cutchogue,NY 11935 Phone:631-244-2627 N JSD�R 22 Mod I 13-01 2 MAN JSD.rup r.b.delfino@energytestingsery ices.com Duct System Summary Job: - + wrightsoft® Date: Aug 01,2022 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 54-9 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 Supply Branch DetailTable Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln(ft) Trunk Bath 2 h 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 1 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 st2B Mud h 359 11 9 0.004 4.0 Ox 0 MtFx 7.8 160.0 st1 1 • • Trunk Detail Table Trunk Htg Cig 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 st2B SO 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 st28 Peak AVF 129 188 0.003 212 14.6 16 x 8 ShtMetl st2A i Bold/italic values have been manually overridden 2022-Aug-01 14:37:07 wrightsoft" Ri ht-Suite®Universal 2018 18.0.32 RSU20066 u+r� 9 I Page 1 ACM...mor Model B2 MAN JSD\Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W 1 I 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 - wrightsoft® 2022-Aug-0114:37:07 �wm•d.nim.u.e....o,,,,.� Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 /•fvVt1...mar Model B2 MAN JSD\Rimor Model 132 MAN JSD.rup Calc=MJ8 Front Door faces: W .OFFICE LOCATION: - M41LING ADDRESS: Town Hall AnnexP.O.Box 1179 4 54375 State Route 25 Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Telephone:631765-1938 Southold,NY www.southoldtownny.gov fCo . a - 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 , W �-I' �R.:,r; SCOTT A. RUSSELL � �; ��`�� MICHAEL M. COLLINS, P.E. SUPERVISOR ( : t k ((( � ��F TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SO (630 NEW YORK 11971 Tel. (631)-765-1560 32 ,�`{ Fax. (631)-765—9015 -LC LL 1N5 rt. cii� :�S6 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 • f GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH . _ SUITE 202 ISLANDIA. NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 May 01, 2022 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Basement Code Conformance Unit#54—Permit#46293 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. Resp ctfullysub itted, '(EREDARC �\5 05SRT CAy�'yij� QX Glen Ch eny, AIA, LEED AP Principal (P 9 02381 Q T��F NE`Ny 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 i GRCFI ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 19749 WWW.GRCHARCHITECTURE.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 products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New Y� rk State Residential Code for both spray foam and draped blanket insulation exposed in basement c, ndition. Spray Foam Insulation t Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 XI" (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or leis and smoke development index less than 450 in accordance with ASTME84. i Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, intding facing shall have aflame spread index not to exceed 25 with an accompanying smoke.- Development index not I to exceed 45 . Provided/ Installed. "Ec:)touch.FlaME Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espectfuly1submi ed, i ��RED ARCy CB�Ftr cy FRL�SCA Glen Cherve y IA, LEE AP 61 Principal '9 02381 Q� "CF NE -1 GRCH ARCHITECTURE PC . 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 May 01, 2022 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit#54— Permit#46293 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. qcia ubmitted, A�'C,S, ��5 CgERT C jy� X �<C/ �,Q RLQ C\ y,AIA, LEED AP 0238113 0 T�OF NE�y U,)j 5W f4 AW, �,�Ir.rf� •'- - -.zi�.�y�� .a� »_•t,1A c af.S7lY1+• a s. � _ � -!. 1. .� -i. �. A.i ' t. r++w� r i �• is �'-v 1' i r t� •:Y r i\ i, I 11�� y P•,..l�`aTy�•��''�' ase . •�L.j.,t�1� �,y -. _ f ,t M } *t •6 tom, a - .p '` ,� ,'�t � �. 1.1 °' . �d �' -'�� "'3 tri..� .::r� ✓: '�' "` ;.&y 's; Tffi ml� '+ !''�7'Y�x � �_C� t`_ya, ��E'���t•Ser w „;'a 0 k t ,a � a.r. E5� °, �<- fr t.'Y ' iia'f:.Y ""� �'�1 � ��_ r i.t'.y��`y^3v��� y. A••- ��•� �;�jy '�� °�. '� � ° � �, -z "ti.. i �+�� ,•""'.fir,. t,� �:` x. n �l� 1�!>t ;• 4� ' ti >�\ ���a w `a �. "� �g�� � :. �� "r`r ' ,` '�.�:�,,�x s4 it� t J'•,4 � 4..1� � > ,:.� � `tiVs L> � • `u, iw Amt u w a ' l� vi cF`+rub ��r� $k��,r+••f � � P a�i. '�',`�::. tv 41 ,t.-s „} �' e^"" t,�A ,may." .1 4' rev'_ +�. _. � �a .��i 9t�F �'.�` r�,i♦ . 4,7 c.� ^�:F— 4Fr -��y Y F� � •y,,,.r ,2.r#-':. � .N; .A�,A�` �� r` _ "r'- . X: ;,,�,, 1y. ¢® F' ." - •tai �t3�' .fir-" d ,r..-�, i r "rr � "- '� T�""... k•aR �l�,`�p 4�.. x 4 x j h ^rFi� ° n... _qfm mp I � ri 4' W �C.✓��.'.+ `tom. r, s • �t .q J y f s .��'��� .r- K`' r° :�� r.: r.`� - �_ it .j•'�-; _.`Y, a. e i • • � � • • • o o FOUNDATION(IST) OUND A T IONe ROU GH FR C. PLUM ; e INSULATION.PER N.Y. STATETNtRGY CODE r rMA IOWA: 9- • e e ® • 0 8 FIRM,FM A _ Ma WIN -A JJ � • { o�7fif N "I TOWN OF SOUTHOLD-BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy • Telephone(631) 765-1802 Fax (631) 765-9502 httl)s://www.soulffioldtownny.gov For Office Use Only Date Received;.,� �� r•...J - PERMIT NO. Building Inspector: AkJV Lf�)V ~� 1 Applications and forms must be filled out in their entirety.Incomplete applications "" MAY - 4 2021 will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. i APPLICATION FOR BUILDING PERMIT . Date: 0 �' " `` ` J ' = ' OWNER(S)OF PROPERTY: Name: Rimor Development Tax Map#:SCTM#1000- 102.01 - 02- 0101P Physical Address: - ----- --- -- - - - - Phone#: 631-678-2667 J Email: teamalia65@gmail.co Mailing Address: CONTACT PERSON: Name:Henry Alia Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Emall: 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 __TEmail: teamalia65@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION 42New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 2-`0 M—),00 Will the lot be re-graded? 2Yes ❑No Will excess fill be removed from premises? ❑Yes �21\lo - 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? { Yes ❑No IF YES, PROVIDE A COPY. on file wath buffilding department 2 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,Newyork and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuanty Section 210.45 of the New York State Penal Law. Application Submitted By(print ): Hepry Alia 2Authoriz d Agept Downer Signature of Applicant: Date: 7 2.. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Henry Alia being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this Zjday of Ak� , 202_ Notary Pu is SHERRY PIRONE PROPERTY OWNER AUTHOFRIZAA149MBLIC,STATE OF NEW YORK (Where the applicant is not the owff$rjistration No. 01PI6388308 Qualified 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 a oEj _._' !BUILDING DEPARTMENT-Electrical Inspector 2021 TON OF SOUTHOLD OL WTown Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(cD-town.southold.nv.us APPLICATION FOR ELECTRICAL INSPECTION. REQUESTED BY: 14? r --J le'f Date: Company Name: 1'?a ffa L Name: License No.: '-, >l bb rn email: vyo. e lec C""Vin Address: c,, Phone No.. JOB SITE INFORMATION: (All Information Required) Name: L/fvr' Address: CoLcmsAcnd (4 054) (jihJAqw,4V Cross Street: ftjt I I SJb At L Phone No.: ) BIdg.Permit '83 email:. Tax Map District: 1000 Section: Block: Lot: 0 BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for Inspection?: YEN Rough In Final §�19 Do you need a Temp Certificate?: CES)i NO Issued OnCma& q-2,2-21 Tomp lnfaFmatio9z----,, (All information required) Service Size ( �-�P 3 Ph Size: �A # Meters Old Meter# Eew::Se:rv)qe - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Lateralscl N) 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 6) 82-Request for Inspection Form.xis rX, .4 SUEi✓0(� `=a `'" BUILDING DEPARTMENT-Electrical Inspector �O G� SEP 2 0 2021 T®vvN OF SOUTH®LD . Town Hall:Annex•- 54.375 Main.Road-- PO Box 11.79 O Southold, New York 11971-0959 :5 (631) 765-1802 - FAX(631) 765-9502., roger.riChert(a�-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED - -ompany=NaM - = _�C,=- -Z: - Name: License No.:- bb Irn email: �C C Address: i Phone No.. L 1p JOS SITE INFORMATION: (All Information Required) Name: �{ j- e -� Address: #5A q Cross Street: Phone No.: email:, Bldg.Permit c-��,�t► Tax Map District: 1000 Section: ,c`� Block: .(� Lot: O 2 BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle-All That Apply: Is job ready for inspection?: YE 7N Rough In Final Do you need a Temp Certificate?: NO Issued On crna q-2,2-,Z1 Temp Informati® (All information required) Service Size3 Ph Size: #Meters _ Old Meter# 1 P ew Servl - Fire Reconnect- Flood Reconnect ' Service Reconnected -Underground -Overhead # Underground Lateralsin 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION b. o% 82-Request for Inspection Form.-Is (� r l v. 7 ' PERMIT# Address: Switches , Outlets GFI'S ` b i Surfaced Sconces' I�. -i --- - t -� �j H H's UC Lts Fans . . .........;.. _ _ .. .. ,.. .. . .,..... . .... . . . ..•.Frid`g .._,.� . ,_. . .. . . ....... , e. ..H.W Ekhaust. Z Oven: ' _:W/D-..: . . . ........... Smokes DW.- s Mini .. . .. ., .:.. _ ..;,'Car ori : .. .... . Micro. - ..,Generator. , j.... ... _.,_ Comb o �. 1. _ .... Cookfop __.... Transfer` • Ac. AH Hood Service �� Arrtps' Have- Used Special:. Comments: uFFQ(A-��G Town Hal!Annex Telephone(631)765-1802 54375 Main Road P. G- Sox 1179 Fax(631) 765-9502 0 Southold, NY 11971-0959 1 BUILDING DEPARTS E'NT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 2. Owner: �� m 1 �C� 6�Yl i LL ' ,�L A Location-of Property: l # Ir l�i E f ��1 U Please to otice that the.{check applicable line): New commerciei:dt side • . I - . re- d. nttal.:struc>:ure. :::'Addition to exisf'ing commerciaL�or residential strudi irk' _ a: RehabilitatiQnfb.'dn existirig commercial or residerit[al-structure to be.consti-ucted`;o:r perf&c. d.at the subj6bfproperty reference above will.:util'i: (check appi•cable�ino): Truss-type:consTT (. )tructionl L - _ Qc)c,+ _o Pre-engineered vi f _ I Vii) :�� • �''', ' . � �. - .. [r i d:, k+r �Ny .�•. rar. ,�,t%.'r�r`a�a�e. �.'=�^"�rhrz,`!'+ t{ �./�••�J<�tii: �G%it''o ff�ii'�5� - , . �,� yam•..,, tifff��.t, h€:�t�.a}y rr :. ..fo';the ny'rn Y ,'r t?, a [•— •I -71 ir:����.`.��}:{ it � I'.1^t�~ ;•r�•'•�s :k �Y�a�%' "-f I yial. 4.�•.sJ��ti 2, 1 yr. i t�vc i• 1, M 'Y •.�. � `: it '}t'2 "�sl' E � �`' •?<: �y^.`F7.rlr it r} ;.� `2�1 E *�:.•�..,.. o• 't LX ;��' i dr r .•:� i�:S- ':'�.�.�,.:•sr:_ :tom.. ..��� i1 1��t: Z °•' i Ill.. T I _ I _1 I __ I.!1 3 ttl!ice` �. � "�� `!` r, �? I '1 _ � r!b ;,• •r< �>IT � i ..-„ -`y i :f+ \ ice• '' ;•t I` 's�(il_' + i,1., to� ,` �+ 'c° roti t 1 '_ .. 6 - �. • • .r � i � � r• si'"`k� `ti: ::� _•� 1, �.� >. �• `I '� � t � � � i i s r qd Iml Elf PER • VIM CLUBHOUSE 6.190 GFA 5 • t - �•• 1 STORY EN EN loll • i=`v' ►' • { tw`L 1'r"1u Irl{'=I,.i Lr Ir Irla Ir am f•• r1� it frll�rytrhLr11=1�?ilr"'frl-rl��lirl lrllrl�,liL1 -sill's lrla"1��Is�ly ,•w IM19..f Lr1i.` �yr 1r. rl�rljr�r r ■. �•, ■ 1� L.:{I Irl{r{Lrli frll�rliar{�{I�'(1� w li�flrl�i,/rrlr 1;1=�!L cLI'(arLi 1�11s,�1 •, f"Ir�11=�• �%�;ir�. tf��1�t{I^•�{{�1{�11,:1�.:11�iirlr:1�.1��1:.lr� yw! •ice:+ :InL�+�1�11�1:iL�!�1.;{1�Irif�i1•,11�IL�4 w • • • • . , a • Ar. .-w-• ••pili •��M`•*iti • i •- 1 • • .• a-. w�i••ayw•�a'••-.' w'rr� � a�•"�•!•��+•,'a� t i�� fad,• t-t t • t •t•t � Mil��I • D 0 m • :`# m x 'IPE SHALL BE 15" CPP WITH A SLUPE OF U% e STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS FOLLOW UNLESS OTHERWISE NOTED: • OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED IECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. ® BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED E MINIMUM 6" DR-18 PVC OR CAST IRON WITH A IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. )E C900 BLUE BRUTE DR-18 PRESSURE PIPING STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH WATER MAIN TO BE 10" WITH 6" HYDRANT 'OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. SERVICE CONNECTIONS TO BE 1". a COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH ,EARTH OR OTHER INSULATION TO PREVENT NIMUM OF 10 FEET OF SEPARATION ©ETWEEN FREEZING. VER/DRAINAGE LINES. a BLOCKING: ALL TEES, BENDS; PLUGS AND HYDRANTS SHALL BE NIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED kLL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. NIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: :RVICES TO BE INSTALLED BY PSE&G AND fAAY VARY DUE TO FIELD CONDITIONS. ELECTRIC PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ON FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. d DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN /DRAINAGE UNE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST 'ARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, DNTRACTOR SHALL ENSURE ALL CROSSING 0 BACTERIOLOGICAL_TESTING: BACTERIOLOGICAL ANALYSES OF WATER DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF TO MAINTAIN ALL REQUIRED VERTICAL . HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. NSTALLED UNDERGROUND. Habitable Garage Area nit NumbersF Total (SF) e5� Pointe Area (SF) (S ) 77-124 1,999 486 2,485 etch 0 paue 3,8,10,12,14, .,23,26,27,29, Cutc"h®gue, New York 33,36,39,41,45 1,599 363 1,962 'Town of Southold 17049,50,52,54, >8, 59,68, 72, 76 No. Revision Date Appvd. ,5,6,9,11,13, 13 TOWN/SCDHS REVISIONS 7/28/17 AVL L9,20,22,24, 12 TOWN REVISIONS 6/14/17 AVL 1.8,30,32,35,381 1,599 363 11962 11 SCDH REVISIONS 4/22/17 AVL 42,44,48,51,53, 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL 73;74,75= 9 --TOWN REVi5iON3�: --= �-—3i2�r17, —. _::YA1/L-•`—_ = 7,34,37,43,55, 8 SCDH REVISIONS 3/9/17 AVI. 1,599 380 1,979 plo 'e : ..: �.' 63 65 67 69 71 _ w f�':"r.i*'�;�; �'>tv:""r�'.>,�� y"-,=uT••.;fi'".a.:�FryY`^ ":ix�=t':��2$�s�;>'�'��'°3;?f,c,'•r ;; ';: 15,16,17,18 1,99g. . 4.08 2,407 Issued for Date July 10, 2015 N/A 6,188 N/A 6,188 /�! (� ' Stg6/� G M': 1®/\`W Mq�—Y11IO2-01® 3® ry - �ssma lv+•-•mfrw.�rr-.•aw�w^aa wrmaonurt.sraw.✓+A...nr.pp ,9UFMW'=iJN V OEPAR i tIIENT OF 4 a+".nt ,'TH SE MCES PER=FOR APPROVAL OF MUM=TION FOR A n.A3is Vie' w•fisra;,.cr�ro APPROVED——._� r:;t � .. :��'``a��.� Drawing Number FOR MAXIMUM , WDMM 0PIFFIS TH-BEE YFEARS FRON DATE OF APPROVAL ,`�®��� m i r m I Sheet ofi f,;. -v4. �(P s ,c 9 2$ 9��EssloN Project Number 29305.00 SCDHS Reference # CIO-06-0013 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANIC AVENUE,SUITE 2C,YAPHANK,NY 11980 Health Department Ref.No. (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLItCATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. SECTION 1 FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R10-17- Q I Tax Map NO.: 1000 District Section Block Lot ,,,--T: Name of Current Applicant: Rimor Development LLC Tel#: (631) 7359200 Mailing Address:PO BOX 903, Cutehogue, NY 11935 Email Address:teamalia65@gmail.com Name of Current Agent:Henry Alia TTel#: (631) 67$2667 Mailing Address: PO Box 903, Cutchogue, NY 11935 Email Address:teamalia65@gmail.com DATE OF ORIGINAL APPROVAL: 09/03/2017 'If more than 6 years old and SCDHS site inspections have not been — performed,a new application will be required SECTION 2 1 FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: Tel#: - I hereby transfer all rights and interest in the above referenced permit-to the new applicant,named above; Signature of Previous Applicant/Agent: ,:Date: SECTION 3 FOR TRANSFERS WITHOUT PREVIOUS ADPLICANT/AGEN .PERMISSI®tN_ 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 ii FOR ALL RENEWALS AND TRANSFERS Application is hereby made to[ }TRANSFER, EW (check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I here y cc ify that I have examined this complete application and the statements therein are true and correct,and that all work shall be done' a o ance11to all applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a nu m a r urs; S210.45 of New York State Penal Law." Signature of Current Applicant/Agent a Date z.0 Print Name of Current Applicant/Agent Hey !i Title Agent/Project Manager DEPART E SE ONLY Permit is Transferred/ gi Until Number of Bedrooms Approved IV14 Signature of Department Representative Date lo a Ir—.7—a WWM-104(Rev.02/12) NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFOREARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS.POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION, IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209•FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR.TO ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ° �Q ,A ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ,� C1 OIL �OO ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. Q20 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED sGe 00, �� SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. \ GONG A. 1� �� q 1. NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS PG> !��• ``` O //�� OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. \ O p� A "� OQ "'�,1, �/� PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 5"`00 �� 0 0 �� O�Qq •���O,�Q` ,V� _ 1CONDSOIL COTIONS IF ANY,NDITIONS,TIONS, INCLUDING VEGETATTION,TREES,PATHS,DEBRIS ORARANY OTHER CONDITIONS Q (3. °ODS OTHER THAN VISIBLE PERMANENT STRUCTURES. A'<' P �7 � -0 ° , „ COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS.ALLRIGHTS O 6 ^ 7 //C �� \ OaQ`,PJQ \ nj �8 G'0o N49 50 53 E RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, 9�9 11 6b ?°, .(� / -9 5� � Q Q� \ RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED \COQ` �• 60.00 IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN ?0" G� l //�.' r `�0 Aj C LL.I PERMISSION OF THE SURVEYOR. 00 cNo ;,p r° ' �(�A�� �C / ��r`�o"��Ac h00 bF. N LC°n C� CO 0 0'.�f �'h° rs°;�o C<�� ,ri\�� ��� •s O�'(1• C �'oi G�� SS., Via. / 0 0 O / 5� °,y° U) R=140.00' 2�Z�� F F ��Q� o /5 � G �2 " h ro _� wq�� L=37.19 o° apo" 2/' O� �� / "O" 3� —S 23°11'01" E �.. . ° �o �� oa° Lam, 39.36' 'POO r A.01 tk E O" ° S 38°23'13" l T R=112.00 oQ goo ?" ti,�h QP 62.34 L=29.72' \ CO. R=112.00' W R �P OAVID p D,Sj L=29.75' z c,- c °2 r°" �°sGP� �.h° S 53037'34" E yr o,° 51.14' L� Z Q I W �- c9 !(:+;.tl,r``l z R=112.00' O� L=29.75' Q I oS 4'0.0502 S 38024'18" E J r- �Q N 96.29' I U) LAND R=410.00' N L=450.51' S 24033'07"W I j 107.80' !! S 65026'53" E 16_7.99' (ACTUAL) \d R=275.00' ���,�P'� I— S52055'20"W 07-17-2021 FOUNDATION LOCATION FINAL SURVEY L=77.85' I ,--S37°04'4WE 02-10-2022 SANITARY AS-BUILT FOR UNITS 53 & 54 S 49009'21" E w IVB 95.00' I 04-27-2022 FINAL SURVEY UNIT DESIGNATION MAP OF 238.82 gI TOWN OF HARVEST POINTE CONDOMINIUM 2 FILE NO.:471 FILED January 09,2018 S 40052'38" E > wI SITUATED AT SOUTHOLD 27.03' Q Z CUTCHOGUE S52055'20"W = OI TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 19.24' _ a S.C.T.M.DISTRICT IOW.SECTION 10201,BLOCK 0200,LOTS 027.000 6 028.000 �- z � - � - - WL NELSON + POPE LL w 7 if engineers•architects•surveyors 0 � SCHOOL HOUSE LANE 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com DRAWN BY: NP ADD No.:INDIVIDUALSUo026_S SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF 1 DATE: 05-04-2022 PROJECT NO.: 00026 V=30' 0 m i m O GE-- GG E E fin„ r,P$ NOTES: M�TEFz gERV1 I I THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE 23 O W IV PROPERTYl\1\ NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, W vk.ER $5 4 4m PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, y PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY Cj N PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED $E 4 PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF '^ EBP \ O \ N ITEM BEARING THE SEAL OF N ENGINEER OR LAND SURVEYOR IS ALTERED,THE '4? STOORP PJER \�° \\ ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND 20 O \\ � VdIBOf` nG f O THE RNOTATION ION,A DASPE BY'FOLLOWED BY HIS HEALSIGNATURE NDTHE DATE OF SUCH Go ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. N \ \ (fl O COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED y>SOOZG N \ P$E \O f G� (/j �j� SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. �OG)q ✓ i20� $jogRP " 00\- �L �/^�`� OR RNO IIGHTOF WAYS,IYSICAL FANY,NOT SHOWN ARE NOT CERTTS ON PROPERTY UNLESS TIIFFIIED RECORDED EASEMENTS 0071 Z q i / \ 04 �'B°RO \ `• UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED 1Y AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. O 22 �� (�� \ S. �4 N�\N�'}� y�2 G ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN (1 `� \ D \'f� F i �` PLAN DATED 7121118.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED ZLO N \ i i\C'I� TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS p p t;Zm b •w� N -7- �,��FL O� THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. •N ;O N N •'•� �lP E C CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR N• \ O_3 cp. N 15��yJ�G O� \ F O� FURTHER DESIGN. N / PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 8 \ 'L•''' 0` W 2�', m1� C CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, N 6' S. Ctt` T71 mj_ E PERMANENT SOIL CONDITIONS,VEGETATION, PATHS,DEBRIS OR ANY OTHER CONDITIONS y G \ OTHER THAN VISIBLE PERMENT STRUCTURES. 1Q VIP \ <6� NELSON&POPE.ENGINEERS AND SURVEYORS.ALL RIGHTS $ 5 5 7 �PG \ \ F RESERVED.-S COPYRIGHTNO PART THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, * a T N �S. SES \ �, RECORDING OR BY ANY OTHER MENS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN \ ��' �•1.13 tpP�7 . \ PERMISSION OF THE SURVEYOR. uj o y- °� �9 OC1��PJ Q- \ O O. G ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT SHOWN LL, �.(J°!G ?O ALL SANITARY PIPING 4-AND 6-SDR-35,TYPICAL V cj 3:ttu ® % moo• 0 2 / c oaQ�P Q /� \ �l/ oma' �o' G'L ���\ �c p -A_° I�lpAVlppc O,A �o00 s s \ c U5 c�>2L �i \ 7 0 \ G1 / c�Oda Z sE Q. 2 s G ry. v! •O _` C� p ! 1. (�}631 X Jim rA Od`�8 y \A/s' y0 ASO,O u�4% ;b // .p \ // ? 1 Q,�SCF' 4 �C) ! -w I_ Q Lu At sA! �• Ste, / �� \/ 'S: Cj` C� .I`. . p J , Q 0, ° �A ��s� 0 - GO�2 �,66 GP Q , ��. 1so2�'' J a Q I f \�?O`P'S i 'pu'. A��D UD 2 ),. d $LL Laos`s ti ?sb 6 SO / a� N p �! 0 b9 Oi p�O p, "2, `?O?� �`� III ✓!6®�� Com- JU'p ®g INN, O p`'' Cyd �I~';�a.���pr,n 07-17-2021 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED 02-10-2022 SANITARY AS-BUILT FOR UNITS 52, 53 & 54 SANITARY SYSTEM AS-BUILT TABLE UNIT DESIGNATION MAP OF HARVEST POINTE CONDOMINIUM 2 STRUCTURE NAME I TIE A I TIE B FILE NO.:471 FILED January 09,2018 UNITS#52,53&54 Sr UATMAT ST-1 39.7' 47.3' CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK ST-2 34.7' 40.3' S.C.T.M.DWMCT 1000,SECTION 102.01,BLOCK 0200,LOTS 026.000,027.000&on.000 LP 52.1' 64.0' oNF� W L NELSON ♦ POPE HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S ml if engineers •8mhitecft•surveyors UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 70 Maxess Road,Melville,NY 11747. 631,427.5665. nelsonpope.com 52 R10-17-0106 1,599 S.F. 363 S.F. 11 962 S.F. DRAWN BY: NP ADDNo.;INDIVIDUALSURVEYS 53 R10-17-0107 1,599 S.F. 363 S.F. 1,962 S.F. 00026 IS A E: 54 —=" RT6}=1T0108 1,599 S.F. 363 S.F. 1,962 S.F. CHECKED BY: MS FILE NO.: SHEET NO.: 1 OF 1 DATE: 02-11-2022 PROJECT NO.: 00026 ' =30' !C� I APPR VED ASN4 D PLUMBER CERTIFICATION B P # LC��I! ON LEAD CONTENT BEFORE DATE. CERTIFICATE OF OCCUPANCY FEE: BY: SOLDER USEDI.N WATER NOTIFY BUILDING D�PAR M T AT SUPPLYS.YSTEM CAN,,NOT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: EXCEED 2/10 OF 1% LEAD. 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST ,;pL—UM.BjN.G,,,. BE COMPLETE FOS �.0. 'ALL PLUMBING WASTE: ALL CONSTRUCTION SHALL MEET THE -� ATER_LINESNEED;v. REQUIREMENTS OF THE CODES OF NEW T fING.$EFQ_BE CORING YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL COMPLY WITH ALL CODES OF INSPECTION REQUIRED NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF TRUSS PLACARDING REQUIRED SOUTHOLD TOWN PLANNING BOARD .S94�n .; � 1G-i�STEES — DO NOT PROCEED,WITH. .,FRAMING UNTIL SURVEY: OCCUPANCY OR SOF FOUNDATION LOCATION HAS BEEN APPROVED. USE IS UNLAWFUL WITHOUT CERTIFICATE Must provide Manuals OF OCCUPANCY D, J and S as per NYS Energy Code RETAIN STORM WATER RUNOFF Blower door PURSUANT TO CHAPTER 236 and ductwork OF THE TOWN CODE. testing required. All exterior lighting installed,replaced or repaired shall conform to Chapter 172 �•''t3'the Town Code PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, Section R316 Foam Plastic z W TABLE R405.1 draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. Properties .of Soil Classified According to the Unified Soil Classification System W C ' 2020 RESIDENTIAL CODE. 0 F NEW YORK STATE space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall R316.2 labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall bear NI 2 ^ o U FIED SOIL VOLUME 2 020 EXISTING B U I LD I N C' 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 Z) U 2. Floor framing is constructed of truss-type open-web or perforated members. end use will comply with the requirements. GROUP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL U m R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam lastic shall be se arated from SYMBOL CHARACTERISTICS POTENTIAL EXPANSION o `�� R 2020 FIRE CODE OF NEW YORK STATE R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. p p GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, 12 U 0 the interior of a building by an approved thermal barrier of not less than % inch gypsum wallboard. LITTLE OR NO FINES GOOD LOW LOW Q. 2020 MECHANICAL CODE. OF NEW YORK STATE Z R302.13 Fre rotection of floors. Floor assemblies that are not re uired elsewhere in this code to be fire-resistance rated, shall be rovided 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, 2020 PLUMBING CODE OF NEW YORK STATE P q P / GOOD LOW LOW _o LnTLE OR NO FlNES L rn ca gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is required by Section R807.1. o s GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, � �� � � � U 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 2. The space is entered only for purposes of repairs or maintenance. LITTLE oR No FINEs GOOD LOW LOW U .6" a) Exceptions: 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/8 inch SP POORLY GRADED SANDS, OR GRAVELLY SANDS, = s U - . 2 0 20 NEW YORK STATE E N E R GY C 0 N S E RVATI 0 N C 0 N STR U CTI 0 N C 0 D E- 4. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. gyp LITRE OR NO FlNES GOOD LOW LOW � N Q sum board. +_ N GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES GOOD MEDIUM LOW ~ y a)z _ R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the perimeter joist space without the (/q .� _ RESIDENTIAL P R OVI S I 0 N S thermal barrier specified in Section R316.4 subject to all of the following: sM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW Z V N = nz � Section R303 L ntn •- rn Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not more than 3Y inch. GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW 0 Q L j r_ co 2. The densi of the foam lastic shall be in the ran a of 0.5 and 2.0 oundS er cubic foot. sC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW M v SECTION R101 R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. ty P 9 P P = cn _ m �. 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, GENERAL Exceptions: ❑ W 0° with ASTM E 84 ar UL 7Z3. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW U 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is GRouP 2 SLIGHT PLASTICITY R101.2 The provisions of the 2020 Residential Code of NYS for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, installed in accordance with Section M1507. CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, re lacement re air a ui ment use and occu anc location removal and demolition of detached one and two famil dwellin s and townhouses not more 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an Section R317 Protection of Wood and Wood-Based Products Against Decay GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM (D 2 P P q P P y' Y 9 R317 All sills and lates on exterior foundation wall to be ressure reservativel treated in accordance with AWPA U1. CLAYS ro Low d than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. P P P Y plane in height. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing Lashing. of the stairway. R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable wood R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. R202 Definitions: Section R305 R317.1.1. field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that fasteners and service openings. has been sufficient) braced to revent damn e b the back fill where the unbalanced hei It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. Ceiling Height R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in Y P 9 Y ght of fill exceeds 4 feet. Z Mezzanine: An intermediate level or levels between the floor and ceilin of an sto . R305.1 Minimum hei ht. Minimum ceilin hei hts of 7'-0" in habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, toilet rooms & laundry rooms, contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated Section R405 Foundation Drainage 9 Y ry 9 9 9 iosteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F 1667. R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or 0 Windbome Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the ultimate design wind Exceptions: s eed Vult is 130 m h or reater. 2. A shower or tub a ui ed with a showerhead shall have a ceilin hei ht of not less than 6 feet 8 inches above an area of not less than 30 usable spaces located`below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be U P ( ) P 9 q PP 9 9 R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position installed at or below t„e top of footing or below the bottom of the slab and shall d scharge by gravity or mechanical means into an approved Z) inches by 3i inches c the sther obstr that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall drainage system. � limitations of this code 3. Beams irders ducts or other obstructions in basements containin habitable s ace shall be ermitted to ro'ect to within 6 feet 4 inches of the R301.1.1 Alternative provisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the , g 9 P P P 1 be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a stroke with Exception: A drainag" system is not re uired where the foundation is installed on well drained round or sand ravel mixture with soils accordin � 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 System,gGroup 1 Soils, as detailed in Table R405.1. g 9 9 U 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 Omer enc res onse. Where access is b means of a rivate road and the buildin address cannot be viewed from the ublic wa , a monument, ole or Z ( ) ( ) 9 Y P Y P 9 P Y P purposes of glazing. other sign or means shall be used to identify the structure. Address identification shall be maintained. ise conventional construction contains structural elements exceedin the limits of Section R301 or otherwise not R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a hazardous location where Section R406 Foundation Waterproofing and Dampproofing U R301.1.3 Engineered design. Where a building c thenv g R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior IY conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only the bottom exposed edge of the glazing is less than 60 inches above the floor. Section R321 Elevators and Platform Lifts spaces and floors below grade shall be dompproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement 0 demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. R 321.1 Elevators. Where rovided assen er elevators limited use and limited a lication elevators or rivate residence elevators shall corn I with ASME A17.1 CSA floor to the fi is � /� system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 2. Where the glazing is on a wall less than 180 degrees from the plane of the door in a closed position and within 24 inches of the hinge side of P P 9 pp P PY / n had grade using a bituminous coating, LL- u J R44. F- an in-swin in door. M scope of this code. 9 9 Re 321.2 Platform Lifts. Where rovided, latform lifts shall corn I with ASME A18.1. U ` ' J R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent P P PY R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall le backfilled with porous fill up it a height of onetihalf of the backfill) Z structed in accordance with the wind rovisions of this code usin the ultimate desi n wind walkin surface of stairwa s, landin s between fli hts of stairs and rams shall be considered to be a hazardous location. The re and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoidling infiltration of fine soils. �) R301.2.1 Wind design criteria. Buildings and portions thereof shall be con p g 9 9 Y 9 9 p Section R322 Flood Resistant Construction The remainder of excave!sd area shall be backfilled with the same type of soil as was removed during excavation. ❑ v speed in Table R301.2(2) as determined from Figure R301.2(5)B. Exceptions: R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in Table T !_"'� 1. Glazing adjacent to walking surface and rail is installed 34"-38" above landing. R301.2(1), and substantial improvement and repair of substantial damage of buildings and structures in floor hazard areas, shall be designed and R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered b a class one va or retarder P4 R301.2.1.2 Protection of openings: Window glazing in windbome debris regions shall be protected to meet the requirements of the large missile test of ASTM E1996 & 2. Glazing 36 inches or more measured horizontally from the walking surface. Y P constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard area shall material. If this retarder material is used, provide 1 s.f, of venting per 1500 s.f. floor area. Install vents within 3 feet of each corner 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. Exception: Wood structural panels with a thickness of not less than 7/16" and span not more than 8'-0" shall be permitted for opening protection. Panels Section R310 Emergency Escape and Rescue Openings iloodways shall be designed and constructed in accordance with ASCE 24. R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24",. shall be precut and attached to the framing surrounding the opening. Panels shall be predrilled and secured with the attachment hardware provided. R 322.1.5 lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood-resistant UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the building R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood f� AND RESCUE OPENING PER SECTION R310. E ress window & window well or structure in violation of this section. TABLE R301.2(1) ( 9 ) structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. I IG RITERIA R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing R502.4 Joists under bearin artitions: Provide 2x full de th blockin ® 48" o.c. max, where beam is not located under wall to allow for i in or vents. O CLIMATIC AND GEOGRAPH CAL DES N C a (lances and lumbin fixtures; ducts stems; and other service a ui ment shall be located at or above the elevation re uired in Section R322.2 or 9 P p 9 p p g R310.2.1 Minimum opening ores. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. The net clear PP P 9 Y q P q R502.6 The ends of each 'oist, beam or irder shall have not less than 1 1 2 inches of bearin on wood or metal and not, less than 3 inches of bearin GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean P,322.3. 1 9 / 9 9 a FLOOD height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. on mason or concrete or alternative) , the ends of 'oist shall be su orted on a 1"x4" ribbon stri and shall be nailed to ad'acent stud. ~ r"""1 SNOW SPEED To o ra hical Special Wind DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual mer enc esca a and rescue o enin it shall have a sill hei ht of not more than 44 inches Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct ry y pp p W p 9 P TERMITE DECAY HAZARDS R310.2.2 Window sill height. Where a window is provided as the e g y p p g, g LOAD (mph) Effects Wind bourne CATEGORY WEATHERING DEPTH TEMP REQUIRED Index Temp hall a rovided with a window well in accordance with Section R310.2.3. systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed to R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to band or rim joist. 0 above the floor, where the sill height is below grade, its b p revent water from enterin or accumulatin within the corn onents and to resist h drostatic and h drod namic loads and stresses, includin the effects of R502.8.2 En meered wood roducts. Cuts, notches and holes bored in trusses, structural corn osite lumber, structural lue-larminated members, Region Debris R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width of not less than 36 P 9 9 p Y Y Y 9 9 P P 9 � zone buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or as shown on these m � '*) r inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. drawings. �+ J V MODERATE SLIGHT TO 10 R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with 20 140 NO (B) SEVERE 36' TO HEAVY MODERATE De rees Yes X 1500 hes shall roject not less than 3 inches R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to minimize or eliminate infiltration R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a registered truss design ❑ 9 the window ll the fully open position. Ladders or rungs shall have to inside width of not less than 12 Inc . t of flood waters into the s stem in accordance with the lumbin rovisions of this code. O from the wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. Y p 9 p professional where required by the statues of the jurisdiction in which the project is to be constructed. R 322.1.8 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the elevation R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section R405.1 required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. r Section R506 Concrete Floors On Ground R301.2.1.4 Exposure category. or ep on approved alternative method. - - R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the R506.1 Concrete slab on rades to be min 3-1 2 inches thick. 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings Exception: A drainage system for window wells is not required where the foundation is on well drained soil or sand gravel mixture soils in accordance 9 / design flood elevation shall: U or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. with the United Soil Classification System, Group I soils, as detailed in Table R405.1. R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace slag passing 1. Be used solely for parking of vehicles, building access or storage. (/j 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.6 Hallways: min. 36" clear width. ^ a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. � Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: 600 feet from the partially obstructed area. Includes flat open country and grassland. R311.7 Stairways - 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 F- 3. Ex osure D. Flat unobstructed areas ex osed to wind flowin over o en water for a distance of not less tan 5000 feet. Ex osure D extends downwind 600 2.1 The total net area of non egineered openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area according to the United Soil Classification System in accordance with Table R405.1. Q P P 9 P P R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom is measured on the exterior of the enclosure walls. F- feet from the unobstructed area. height. The clear width of the stairway at and below the handrail height, including treads and landings, shall be not less than 31 t/z inches where a: R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between F R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: the concrete floor slab and the base course or the re ared sub rode where no base course exists. The va or retarder is not re uired for Gara es, handrail is installed on one side of 27 inches where handrails are provided on both sides. P P 9 P q � 9 �- U R301.3 Sto Hei ht. The wind rovisions of ithis code shall a I to buildin s with sto hei hts not exceedin 11 feet 7 inches and the lateral) unsu orted 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design utility buildings and other unheated accessory structures. Z ry 9 P PP Y 9 ry 9 9 Y PP R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. flood elevation, each area shall have openings. bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 151 inches (12.58') between floor levels or landings. W provisions, provided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of 2.The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade Section R602 Wood Wall Framing 2 Cha ter 6 are exceeded. Where the sto hei ht limits of this section are exceeded, the desi n of the buildin , or the noncom liant ortions thereof, to R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. immediately under each opening. Z) P rY 9 9 9 P P R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) througtn R602.3(4). Wall sheathing U resist wind loads shall be in accordance with the Building Code. R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. ' 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this shall be fastened directly to framing members and shall confirm to the requirements of Table R602.3(3). U R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 k Inches shall be provided on stairways with solid risers. section. Q R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall R311.7.8.4 Continuity. Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over lowest tread. 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical Exceptions: structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in 11oor elevation plus 1 foot or the design flood elevation, whichever is higher. TABLE R602.3(l) FASTENING SCHEDULE accordance with Section R302.4. 1. Handrails shall be permitted to be interrupted by a newel post at the tum. 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 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall P Y P y P P and Coastal A Zones shall be supported on pilings or columns. DISCRIPTION FF SA TENING (a,b,c,d) LYPE assembly tested in accordance with ASTM E 119 or UL 263. radius is not greater than 24� inches. Each tread shall have a depth of not less than 6� inches at the walkline. All treads shall be identical, and the rise shall not be more than 9� inches. Headroom shall not be less than 6 feet 6 inches. 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL 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 Section R325 Mezzanines assembly tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. R 311.8 Ramps. R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall comply with section R325.6 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units 3. CEILING JOISTS NOT ATTCHED '-) RAFTER , LAPS THREE 16D COMMON FACE NAIL horizontal 8.3 ercent sloe All other ram s shall have a maximum slo of 1 unit vertical in 8 units horizontal 12.5 ercent Exce tion: R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which ( ) r` TABLE R302.1(1) ( p p )' p p ( p )' p they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is OVER PARTITIONS � r- EXTERIOR WALLS Where it is technically infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units r'I N r° located. H ri o r; cc6 horizontal (12.5 percent). 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL ¢ N N N ri N ui MINIMUM MINIMUM FIRE R 325.4 (dears of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. o N N ri ri co EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 312.1 Guardrails: Porches, balconies, and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, columns FlRE-RESISTANCE RATED 1 HOUR 0 feet sphere 4 inches or more in diameter. 6. RAFTER OR ROOF TRUSS TO PLATE WALLS and posts. THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL NOT FIRE-RESISTANCE RATED o HouRs 6 feet R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and Exceptions: 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL PROJECTIONS FlRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE >2 feet to <5 feet 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 RAFTER$ 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 TWO 16D COMMON. END NAIL TABLE R302.1(2) enclosed space is not greater than 10 percent of the mezzanine area. 8. STUD TO STUD NO AT BWP " 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened ( ) 16D COMMON AT 24 O.C. FACE NAIL • EXTERIOR WALLS- D'ArELLINGS WITH FIRE SPRINKLERS 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with c position. Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. 9. STUD TO STUD (AT BRACED NALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL z � MINIMUM MINIMUM FIRE 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL g Z EXTERIOF' WALL ELEMENT FIRE-RESISTANCE RATING SEPARAITON DISTANCE 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. R401.4.1 h lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or FlRE-RESISTANCE RATED 1 HOUR 0 feet 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL Z z ut u) a' a WALLS R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings on soil that consists primarily of clay or silt or have z z z O z z Z N � NOT FIRE-RESISTANCE RATED o HouRs 3 feet operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than any inorganic material or fill. 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0/C FACE NAIL O O O I= O O w � rn ¢ - - g the area required by Section R310.2.1. TABLE R402.2 Concrete: A 28 da minimum corn ressive strep th f'c is re uired at the followin locations: 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL > a Y P 9 ( ) q 9 > > > w > > ¢ co ON EACH SIDE OF END JOINT 24'MIN LAP SPICE w w w w w N , R302.2.3 Continuity. The fire-resistance-rated �r/all or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment o: a: o' w � a' m m v deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclosed Section R313 Automatic Fre Sprinkler Systems 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment LENGTH EACH SIDE OF END JOINT) assessor structures. R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade plane shall be equipment throughout with an R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL co R302.2.4 Parapets for townhouses. automatic sprinkler system. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL cC) 1. The parapet shall extend not less than 30 inches above the roof surfaces. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 R 403.1.3.6 Isolated concrete footin s. In detached one and two famil dwellin s that are three stories or less in hei ht and constructed with stud bearin walls, o or NFPA 13D. 9 y 9 9 9 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 isolated plain concrete footings supporting columns or pedestals are permitted. c� 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 R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped FOUR 8D COMMON. TOE NAIL throughout with an automatic sprinkler s stem. R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with)� inch diameter . each side of the wall or walls or one layer of 5/8 inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less y anchor bolts s aced as shown on the lans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL than nominal 2 inch 51 mm led ers attached to the sides of the roof framin members, for a distance of not less than 4 feet on each side of the wall or R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. P P ( ) 9 9 the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL (� walls and any openings or penetrations in the roof are not within 4 feet of the common walls. located not more than 12" or less than 3.5" from the end of each plate section. Plates shall be protected against decay and termites. I I G 0 I H- 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches above the Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the 22. R M JOIST OR BLOCK N T S LL OR TOP PLATE 8D COMMON ® 6"0/C TOE NAIL Z w lower roof. The common wall constru:tion from the lower roof t) the underside of the higher roof deck shall have not less than a 1-hour fire-resistance building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their 27. BUILT UP GIRDERS AND BEAMS (2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER W [� L CD rating. The wall shall be rated for exposure from both sides. deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL W O � R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. exterior balconies and decks that are constructed of open wood joist construction. TABLE R404.1.2(1) o m 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and Exceptions: Minimum Horizontal Reinforcement for Concrete Basement Walls -I p ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior W w 1. Foundations supporting exterior walls or common walls. Section R314 Smoke Alarms MAXIMUM UNSUPPORTED 8D COMMON (SUBFLOOR) supports (see note f) > v W 5. Townhouses separated by a common wall as provided in Secticn R302.2, Item 1 or 2 R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT W w 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 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 WALL (FEET) a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing 0 � X o fire-resistance rating where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Building Code. Fre-resistance-rated floor/ceiling and with UL 2034. <g connections shall have minimum averse bendin ield strep the as follows: 80 ksi for shank diameter of 0.192" 20d common nail , Z ONE N0. 4 BAR WITHIN t2 INCHES OF THE TOP OF 11iE WALL STORY 9 9 Y 9 ( ) U wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof R314.3 Location. Smoke alarms shall be installed in the following locations. AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. o sheathing. 1. In each sleeping room. d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied 'vertically � ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY W ri Exceptions: 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end T _ walls and 4 inches on center to able end wall framin 0 W =• 1A fire-resistance rating of '/Z hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or 9 g' 13. shower. R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls I r T 1 shall have an equal or greater fire-resistance rating. alarm in a location required by Section R314.3. R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a self-closing device. Doors 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. MINIMUM VERTICAL REINFORCEMENT BAR R602.3 5 2x4 wall studs at 16 inches on center with a maximum hei ht of 10 feet shall su ort a maximum of one floor lus roof ceilin assembl . 2x6 -w' O_ from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing device. SIZE AND SPACING (INCHES) ( ) 9 pp p / 9 y L v 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed 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: F= 5.: R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum cookin a liance. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF Where desi ned b In accordance with acce ted en ineerin ractice or where the ultimate desi n winds eed is less than or a ual to 130 m h, O m 9 pp WALL HEIGHT BACKFILL HEIGHT 45 PSF PER TOOT OF DEPTH g Y P 9 9 P 9 P q P z No. 26 gage sheet steel or other approved material and shall not have openings into the garage. _ z 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. (�E7) (��) Do not backfill with any soil containing silt or clay. 2X6 j2 grade studs supporting a roof load with not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when iu R302.6 Dwelling garage fire separation. The garoge shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. ¢ Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with WALL THICKNESS (INCHES) Z g v perpendicular to the adjacent dwelling unit wall. Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the 8 10 12 R602.3.2 Top plate. Wood stud walls shau �e capped with a double top plate installed to provide overlapping at comers and intersections with bearing (D C) o cn individual dwellin unit. 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 - 9 8 7 NR NR NR ... r_`....... ...... TABLE R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable areas. Garage ceiling: 5/8 than 2 inches nominal thickness and have a width not less than the width of the studs. W RED type X gypsum board Section R315 Carbon Monoxide Alarms 9 8 5 ® 4t NR NR 9 9 9 ( ), g C��G' ()QER7- 0 y R602.6 Drillin and notchin of dimensional lumber to conform to sections R602.6, R602.6.1, and fi ure R602.6 1 Natchin & bored hole limitations for � C •' 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 to s s ep at 5 er 22 NR exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls & fi ure R602.6.1 to late U w � �� finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM E84 or UL 723. R315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fre Code of NYS. 9 p p n Fp A framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-10d nails E- � , r, � R302.11 Fre blocking shall be provided in wood•-framed construction in the following locations: NR denotes no reinforcing required. „ 0'` each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) Q * Z 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: Locate vertical bars 1Y" clear from inside face of walls. The center of bars shall not vary from this by more than 3X inch. 2 e"� +; �" -< 1.1 Vertically at the ceiling and floor levels. 1.2 Horizontally at intervals not exceeding 10 feet. U �j� d'',��.� '4.e -rte 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. U) -7 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. 3 0 aQ 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 ❑ FAN products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. J N BER R302.11.1 Freblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. 016 0 2 3 1. Two-inch nominal lumber. 2. Two thicknesses of 1" nominal lumber with broken lap joints. UNIT 3 UNIT 5 4 SHEET NUMBER 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. Q 2 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. W 5. One half inch gypsum board. Z 6. One quarter inch cement based millboard. r M O D EL B I S I 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 ` / / Q COPYRIGHT GRCH ARCHITECTUR P,C. 20,17: ALL RIGHTS RESERVED . �A TABLE R602.3(3) TRUSS IDENTIFICATION SIGN 0 F- Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of P2607.2 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 W ULTIMATE DESIGN 2 E MINIMUM NAIL PANEL NAIL The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches 153 mm below rade. 1. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND OR TIMBER CONSTRUCTION D Q WIND SPEED V alt P 9 P ( ) 9 SPACING (mph) N1101.14 R401.3 Certificate Mandato A permanent certificate shall be completed b the builder or other approved and posted on a wall in the where the 2. A flashing of an approved elastomeric material. ai MINIMUM MINIMUM MAXIMUM WALL ( ) (Mandatory). P P Y PP PadY p REFLECTIVE RED 6" DIA. U WOOD NOMINAL PANEL STUD SPACING furnace is located, a utility room or an approved location inside the building. P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause O 4� � SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) #187 0 U ami INCHES PANEL SPAN INCHES EDGES FIELD CATEGORY TABLE N1102.1.2 (R402.1.2) V (INCHES) (INCHES) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. Z RATING (INCHES O.C.) (INCHES O.C.) Insulation and fenestration Requirements by ComponentN O ^ 1 � � ` B C D 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. _ ` ) L_ 0) M CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL 3. Other approved materials. F- � W 't c�i 8d ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE PP 0 `�� ,*.., m r- L COMMON 1.75 24/16 7/16 16 6 12 170 140 135 U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL A plastic pan installed beneath a gas-fired water heater shall be constructed of material having a flame spread index of 25 or less and a smoke developed EFLECTIVE 0 r l i U > - 6 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. >N 4 EXCEPT 0.32 0.55 0.40 49 20 OR 13+5h 8 13 19 10 13 10,2 ft 10 13 M WHITE � -2 Is N> story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering MARINE / / / 2 a)Z - Section T101 Scope -'� LO practice. Z U N1102.2.2 R402.2.2 Ceilings without attics aces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1 2" 1/4" O 1_ X(n La M ( ) 9 P q 9 / 9 Y / Q w c co r, R802.11 Rafter or truss uplift force. not allow sufficient space for the required insulation, the minimum required R-value for such roof/ceiling assemblies shall be R-30. The insulation shall TRUSS IDENTIFICATION SIGN STROKE U = � For rafters at Ill in 130mph wind speed. Roof pitch > 5/12 Exposure B extend over the top of the wall plate to the outer edge of plate without compression. The reduction of insulation from the requirements of Section Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 UM ao 42 48 N1102.1.2 shall be limited to 500 sf 46 mz 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 S ❑ U Span (ft) 12 18 24 28 32 36 ( ) P 9 Y 9 9 9 SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN Uplift Force # 117 149 18;1 203 226 247 281 314 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 � So Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24'o/c spacing. Increase x 1.32 for 140 mph. weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE (' 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)P87. P4 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(Ni 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 to of the basement wall down to 10 feet 3048 mm areas as required by the International Fire Code. New multiple single-family dwellingtownhouses three stories or less in height above rade lane and with TO THE EXTERIOR OF THE RESDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT. IS AFFIXING THE SIGN OR 4.2 Backer boards. Materials used as backers for wall file in tub and shower areas and wall panels in shower area shall be of materials listed in Table R702.4.2, ( ) P ( ) g Y ( ) g 9 P R702 P SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC 80X,OR IF THE UTILITY below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead a total floor area less than or equal to 2,000 square feet (185.8 m2) per dwelling shall have a solar-ready zone area of not less than 150 square feet PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL and installed in accordance with the manufacturer's recommendations. is insulated in accordance with Section N1102.1.2 and N1102.2.8. (13.94m2). The solar-ready zone shall be composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR TABLE R702.4.2 N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting of access or set back areas as required by the International Fre Code. WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z Backer Board Materials OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE O 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. � MATERIAL STANDARD TABLE r N1102.4.1.1 Ins.1 ion In 4.1.1) T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar WOOD ROOF TRUSS SPECIFICATIONS: 0 GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 Air Barrier and Insulation Installation electric installation and shall be labeled 'For Future Solar Electric'. The reserved space shall be positioned at the opposite (load) end from the input feeder ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. :)FIBER REINFORCED GYPSUM PANELS ASTM C 1278 location or main circuit location. NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM 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. ~ BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. At least one installed at Z 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY the front and back of dwelling units. O 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 TABLE R703.8.1 GAPS IN THE AIR BARRIER SEALED. D (EQUATION ATION Allowable Spans for steel lintels supporting masonry veneer ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + L (EQUATION 16-9) is required for each car space in a garage. � 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 ' ^ L3x3x1/4 6'-0' 4'-6" 3'-0" a.c (inches) ABOVE ABOVE ABOVE WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D + .6W (EQUATION 16-12) u- LJ J 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) A KNEE WALLS SHALL BE SEALED. O ` T^, L4x3x1/4 8'-0' 5'-0' 4'-6" WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF Z L5x3.5x5/16 10"-O" 8'-0' 6'-0" DOORS SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. ❑ DESIGN LOADS: � RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER TABLE R301.7ROOF Qi� C) L6x3.5x1/4 1a"-o' s'-s' 7'-0" THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TCL 20SPSFES SPLUS HALL UNBALANCED SNOW E DESIGNED TO ULOADNPPORT G,HWIND LOADINGSE FOLLOWING , AND ANY SIGN DAPPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, w 71 FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION a. Long leg of the angle shall be placed in a vertical position. GARAGE AND CANTILEVERED THE FOLLOWING LIVE LOADS: ALLOWABLE BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS, r FLOORS) GROUND SNON LOAD 20PSF FROM FIGURE R301.2(6) STRUCTURAL MEMBER TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". �'_1 C. Minimum bearing to be 6'. DEFLECTION SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. SPACE SHALL BE SEALED. Rafters having Slopes greater than L/180 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. (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 �� >_01 PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) 3:12 with no finished ceiling attached FOLLOWING INFORMATION: �. 1. Minimum of 4 inches (102 mm) above the earth RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO to rafters 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. O R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or plastic with a minimum THE DRYWALL, AIRTIGHT AND IC RATED. FLOORS: 40 PSF 2. LOCATION OF ALL JOINTS. vertical attachment flange of 3 1h inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM BALCONIES AND DECKS: 40 PSF Interior Walls and partitions H/180 3. REQUIRED BEARING WIDTHS. r, stud walls in accordance with Section R703.4. Floors and ceilings w/ brittle finish L/360 EXTERIOR WALL FROM THE SHOWERS AND TUBS. UNINHABITABLE ATTIC W/O STORAGEUNINHABITABLE ATTIC WITH STORAGE: 20: 10 PSF PSF 4.1. TOP CHORD WI­ ^E LOAD OR SNOW LOAD. r T '� 4.2. TOP CHORD DEAD LOAw R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting construction for the steel angle shall ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED D.4.3. BOTTOM CHORD LIVE LOAD. W consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. HABITABLE AT-IC W FIXED STAIRS: 30 PSF All other Structural members L/240 4.4. BOTTOM CHORD DEAD LOAD. 0 anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be Exterior walls with plaster or stucco finish L/180 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. 0 ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A anchored by the use of two 10d ncils at every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel 4.6. CONTROLLING WIND LOADS. E� N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and EXPOSURE CATEGORY: B FROM R301.2.1.4 Q•/ shall be 12 feet 8 inches, with mai: 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. Exterior walls with brittle finishes L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested 6. EACH REACTION FORCE AND DIRECTION. ❑ • R703.8.4 Anchorage: Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt w in accordance with ASTM E 283 ata 1.o pin (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the Exterior walls with flexible finishes L/180 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY O into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size= 22 US gage. Minimum tie from seismic provisions of code per housing and the interior wall or ceiling covering. R301.2.2 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 CA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. fastener = 8d common nail. Airspace= Nominal 1` between sheathing & veneer. FAch tie shall support not more than 2.67 square feet of wall area and ) Lintels supporting mason veneer L 600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. I > �r shall be spaced not more than 32" on center horizontally and 24 inches on center vertically. C402.4 (R402.4.6)Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE pp g rY / 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. P 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. 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. co r , inch in diameter. Weepholes shall be located immediately above! the flashing. Systems NOTE: Soils with clay or clay and silt will require a redesign f0- r1 R703.14.2 Fire Separation. Polypropylene sidini shall not be installed on walls with a fire separation distance of less than 5 feet 1524 mm and walls closer than 10 N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. of building fcotings. WOOD FLOOR TRUSS SPECIFICATIONS: PT P ( ) WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 16015.3 OF THE BUILDING CODE. Q N 1103.1.1 R403.1.1 Programmable thermostat. The thermostat controlling the rima heating or cooling system of the dwelling unit shall be capable of controlling feet P3048 mm) F building on another lot P ( ) 9 9 primary 9 g Y g g A B B R EU I AT I O N S l- Exce tion: 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 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: r , the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall D EQUATION 16-8 V R801.3 Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of water disposal from roofs ( ) Z A.B. ANCHOR BOLT D + L EQUATION 16-9 W that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation walls or to on approved drainage system. initially be programmed by the manufacturer with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE ( ) R802.1.5.4 Labeling each piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. than 78'F (26'C). A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT R.O. ROUGH OPENING 2 ADJ. ADJACENT/ADJUSTABLE D = DEAD LOAD, L = LIVE LOAD, � R802.4.2 Framing details. Rafters shall be framed not more than 1 X 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 LVR. LOUVER R. RISER have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. E.J. EXPANSION JOINT L T• LAUNDRY TUB RND ROUND V with a collar tie. 802.3 Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. At P P ALUM. ALUMINUM FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: O valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the rafter. N1103.3 (R403.3) Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. ANCH. ANCHOR ELEC. ELECTRICAL MAS. MASONRY S.C. SAWCUT TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF 0 P Y PP' 9 Y g P 9 carry P N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches (76.2 mm) in diameter and < ANGLE E� ELEVATION Hi and Valle rafters shall be supported at the ridge b a brace to a bearing partition or be designed to cor and distribute the specific load at that 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 EQ EQUAL MAX. MAXIMUM SHLF SHELF TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". joists, such as ride beams, his and valleys, shall be designed as beams. ® AT EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SHT. SHEET J 9 P Y � 9 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. EXP. EXPANSION TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with MECH. MECHANICAL SIM. SIMILAR Exception: Ducts or portions thereof located completely inside the building thermal envelope. EXT. EXTERIOR FOLLOWING INFORMATION: accepted engineering practices. BD. BOARD MIN. MINIMUM S.S. STAINLESS STEEL 1. DEPTH, SPAN, AND SPACING. N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section M1601.4.1. BLDG. BUILDING EE. EACH END Sn• STEEL R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated M.O. MASONRY OPENING 2. LOCATION OF ALL JOINTS. timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are Exceptions: BM BEAM MTL. STRUCT. STRUCTURAL 3. REQUIRED BEARING WIDTHS. specifically considered. 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. BTM BOTTOM F/C FLOOR COVERING CHANGE METAL SUSP. SUSPENSION 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shalt be supported laterally by solid 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for BI.KG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SGD SLIDING GLASS DOOR 4.2. TOP CHORD DEAD LOAD. continuous) welded joints and seams, and locking-type oints and seams of other than the snap-lock lock and button-lock es. BRG. BEARING SQ. SQUARE 4.3. BOTTOM CHORD LIVE LOAD. blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding Y 11 P- types. FDN. FOUNDATION (NTS) NOT TO SCALE 4.4. BOTTOM CHORD DEAD LOAD. r: N1103.3.3 R403.3.3 Duct testing Mandato Ducts shall be pressure tested to determine air leakage. BRK BRICK FUR. FLOOR rii n -7 � w 8 feet. ( ) g ( ry)• P 9 TB TOWEL BAR 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. �i BSMT BASEMENT FP FIREPLACE Q N N N ri CO Ur R802.9 Trimmer joist: single header and trimmer for openings up to 4'-O" and doubled over 4'-0" unless otherwise noted on plan. Connect with tecos for header N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 59F (13'C) shall TER LINE O.C. ON CENTER T & G TONGUE AND GROVE 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. o , �i joist spans of 6'-0" and renter. be insulated to a minimum of R-3.N1103.7 R403.7 Equipment sizin and efficiency rutin Mandato Heating and cooling equipment shall be sized in � CEN F.R. FIRE RATED TGS TOP OF GRADE SLAB 6. EACH REACTION FORCE AND DIRECTION. N N c�i ri m r- ( ) 9 Y g ((Mandatory). 9 9OPER. OPERATOR 1 P 9C.M.U. CONCRETE MASONRY UNIT FIRM FRAME TOP OF FOUNDATION WALL 7. JOINT CONNECTOR TYPE AND DESCRIPTIONSIZE, THICKNESS OR GAGE AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, and insulation shall not block the free flow of air. Not less accordance with ACOA Manual S based on building loads calculated in accordance with ACOA Manual J or other calculated in accordance with ACOA Manual J TFW (E.G.,( ) R EXCEPT WHERE SYMMETRICALLY gC.J. CONTROL JOINT OPNG. OPENING •ryp TYPICAL LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of the vent. or other approved heating and cooling calculation methodologies. FT• FOOT / FEET COL. COLUMN FTG OPT. OPTIONAL 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. N1103.6 R403.6 Mechanical ventilation Mandato The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical FOOTING T TREAD ( ) (Mandatory) 9 P q 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. CCNDITION CA. GAUGE TRPL TRIPLE 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. Section R807 Attic Access OZ. OUNCE R807.1 Attic access. Buildings with combu:,tible 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. G.C. GENERAL CONTRACTOR UNLESS NOTED OTHERWISE 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. inches (762 mm) or greater over an area of not less than 30 square feet (2.Sm:). The vertical height shall be measured from the top of the ceiling CONST. CGNSTRUCTION 1/g ONE SHELF U.N.O. co framing members to the underside of the roof framing members. Section N1104 (R404) Electrical Power and Lighting Systems CTSK. COUNTERSUNK GEN. GENERAL PC * z rn 9 9 N GYP. GYPSUM POURED CONCRETE VERT. VERTICAL DRA TS10PPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE g z The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a 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 G L PBD. PARTICLE BOARD INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEEr. DRAFrsTOPPING SHAH. DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. U) a g y g ( y g y P CANT. CANTILEVER GLUE LAM V.I.F. VERIFY IN FIELD WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEWNG ASSE]ABLIES UNDER THE z z z O z z rn N a accessible location. Where located in a wall, the opening shall be not less than 22 inches wide b 30 inches high 559 mm wide b 762 mm high). hi high-efficacy tamps. NGT. HEIGHT PL' PLATE W WASHER FOLLOWING CIRCUMSTANCES: z C.T. CERAMIC TILE U o o 0 0 H w Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the HDWR. HARDWARE PNL. PANEL W WITH I100R FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. ¢ g J access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is Section M1305 A liance Access CLG. CEILING HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD / ) > ] w ) a PP C.M. CFOWN MOULD Vyp• 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 WWF WELDED WIRE FABRIC W W W w o' a ao 06 U removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or HR. HOUR PR. PAIR WO OR W/0 WALKOUT Section R902 Fre 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 m PENNY WNDW WINDOW TYPICAL ROOF & FLOOR TRUSS NOTES: R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A. B or C roofing shall be installed in service an appliance. HB HOSE BIB PSI POUNDS PER SQ. IN. � DBL. DOUBLE `Q PSF POUNDS PERS .FT. jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. Class A, B and C M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal I.D. INSIDE DIAMETER Q * o g q Y g pp ( ) g ( ) ( ) g DIA. DIAMETER P.T. PRESSURE TREATED TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE Of ML7AL-PLATE-CONNECTED WOOD TRUSSES SHALL c� ' roofing required b this section to be listed shall be tested in accordance with UL 790 or STM E 108. of the largest appliance, but not less than 30 inches 762 mm high and 22 inches 559 mm wide and not more than 20 feet 6096 mm Ion measured INGR. IN GROUND 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. DIR. 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 identified with a fire classification Tri accordance with UL 2703. Class A, B or C photovoltaic ane) system shall be installed in jurisdictions designated b law ON DOWN * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO P P Y J 9 Y M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) DR, 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 * r^ q g g ( ) g g 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 MFANS AND �/ J R 903.2.1 Exposed wall flashing required to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1 2 inches for eve 45 degree bend and JT. JOINT REINF. REINFORCING,REINFORCED METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE I-- ry 9 / every 9 DWG. DRAWING Z w R 905.1.2 An ice barrier/ 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 SBCA BUILDING COMPONENT SAFETY INFORMATION (BGSI) GUIDE TO GOOD PRACTICE FOR W typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 2 E--I U 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- 0 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 1% * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS O O m BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. 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 LL I o slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double cover the width of the pipe and the framing member and that extend not less than 4 inches (51 mm) to each side of the framing member. Where the Y underloyment 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 I W Lu Q R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing member. GRAPHIC SYM B 0 LS WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: Z U 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. 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. CD o 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 strict less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. 9 Y 9 PP y y DET P W _9 ;, R 905.2.8.3 sidewall flashing. Base flashing against a vertical s'dewall 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 manufacturers specifications and / or recommendations. W w level' FLOOR FINISH CHANGE inches (102 mm) in height orad 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof HT � - 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 ❑ 9 9 P 9 9 P P Y P 9 Y y the vertical side wall, the vertical le of the flashing shall be continuous under the siding. Where anchored mason veneer is into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 Inch vent r T , 9 9 9• masonry corrective measures prior to construction. �.L.( termination clearance. provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be # DOOR HARDWARE TYPE - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. iii r �'J V 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 _ V W R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be the building. DET _ _ _ DET BUILDING SECTION - The general notes and typical details apply throughout the job unless otherwise noted or shown. I- . c7 overlapped not less than 2 inches 51 mm . Drip edges shall extend not less than / inch 6.4 mm below the roof sheathing - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the ~ >_ PP ( ) P 9 1 ( ) 9 SHT SHT P g ' P 0 m contractor, a discrepancy exists the r _ 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 P Y contactor shall promptly report it to the architect for proper z z 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 v adjustment before proceeding with the work. � w 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 � 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. the construction document set. duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturer's instructions. W 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 -SERE than 3 feet above the highest: point where the chimney passes through the roof. S �\ Section P2607 Waterproofing of Openings with manufacturer's and supplier's recommended installation procedures. U_ �G �CF1ER7�c C'1S P2607.1 Pipes penetrating roofs. Where a e 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 I- cG� /y, �j P P 9 P P P 9 PP 9 PP -n Section R1004 Factory-Built Fireplaces in manner that prevents water entryInto the building. Counterflashin into the opening of pipe serving as a vent terminal shall not reduce the required is therefore not responsible for an and all conflicts includingweatherazation, water proofing and framing Q ` f �� � R 1004.1 Facto built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Facto g g P l PP g q P y P g g Factory p 9• rY internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. with respect to the construction documents. W t };* �', z �' built fireplaces shall be tested in accordance with UL 127. R 10004.5 Gasketed fireplace doors. A clasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS', 8 NYCRR 69.5, ENTITLED = 1 system has been specifically tested, listed and labeled for such use in accordance with UL 127. "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A U Y R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. ^'`v2 ', is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. ❑ T °23 .10 �� O Energy Efficiency .. NEW I ..... .. .. .. .. N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass orJO N 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 0 16023 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 3TZ UNIT 5 4 . 1 . . - Q SHEET NUMBER Z r 'I" 2 (MODEL B- 15 ) (MODEL B- 2 ) LU0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED X WHEN NOT ALI6NED WITH RAFTER, (n A65-20 TTACH TO"MIPAIR CONNECT KING 5TLV5 TO TOP PLATE ( 20 X 24"MH GF ACH TO]EACH RADS ROOF FRAMING WRAP 1-1/4"X22 6A.6ALV.COIL STRAP z ATTACH TO EACH PAR T��� OVER TOP OF TOP PLATE AND NAIL CRIPPLE 5TUD5 2 0 x4 OR 2xb W E :q 6T OPPOSN6 RAFTERS ROGFR&OOTF 2x AGQ LEDGER W/2-3/8"x5"LAO Ib"OG. BOLT5 o Ib"OG INTO STUDS U m �PLOW 2X BLOGKIN6 O SIMPSON STRONS-TIE A35 o EVERY RR AT 2 END BAY5 z V 2 2X4 STUD WALL OR ^^ '' w �SNA'SON STRDNS SM°CJON STRONG ° GEILIN6 J015T OR W/STRON6gA6ABLE END� O W N o c`u •-TE H15 -TE IV SIMPSON 5TRONG-TIE TRUSS BOTTOM CHORD 51MP50N H2 CONNECTOR®EA. °� F- .�,� � u) SIMPSON 5TRON6-TIE H2 8D NAILS RDEE STRAPS SNAIL CE ATTKM r0 EACH PAR Lf GPP05nN6 RAFTHRS. ALTERNATE TO RIDGE STRAP: H3 o EVERY RR RAFTER TO STUD AND KIN65 � j. � U ■ 'F ' N TYp, 8d NAILS TYP. FOR USE WF�J STUDS AND U51=IN GOABINATION ONLY WF1EN STUDS AND PUFM:RDbf STRAPS ARE Nor F5MVATEP IN HE!U CALAK TES OF PROVIDE 2X4 COLLAR TIE AT (Y EN ALIGNED) NOMINrL ab OR 2Xa LLMDBR ARE LOCATED N THE UPPHt TFtF'D Gf THE ZIPPER THIRD OF THE ATTIC,SPADE � t7 N} �FTER.�DO NOT AL16N ATTIC SPACE ANP ATTAM r0 EACH PAR O=RAFTERS W/"d NALS W/4-I0d AT EACH RAFTER) 65-22 STRAP AT !E N ?z - RAFTERS ALIGN EACH STUD,SEE m• _ LSU26 FOR 2x6 RR DETAIL 4 z L `nt j rn 1-5025 FOR 2x5,2x10,OR 2x12 Q L j CU a Cl) CD -Kt FRAMED OPENIZC7 ❑ = M 00 0R WINDOW OR U 2x4 OR 2xb EXTERIOR DOOR Cl) RR DGE 5TRAP DETAIL / -R I DC E STRAP DETAIL LU25 ON STRONG-TIE (FOR CATH.GL65 WITHOUT GOLLAR TIES) / (WITH OR WITHOUT GOLLAR TIES) 7 LU25 o EVERY GJ STUDS® Ib"O.G. rr rn� 2x AGQ LEDGER V4/3/8'x5" LAG "NoPECIAL FT V � - GOM�EGTORS REQ R aaolSr. N.TS. LOCATE AT EYf=RY�RAFTER // J N.TS. LOCATE AT EVERY RAF=TER BOLT o 16' Or, INTO 5TUD5 IN THI5 AREA '- 5M'SON STRONG StQr�ON STRONG 5TRAPPIN6 TO BE 1-1/4"X 22 6A 6ALV.,5EE DETAIL 4/01.ALL 5TRAPPING LTS -rE Hb / N TO BEAR A MIN.OF l0'ON FRAMING. S1 E HV, srm 0 NAILS 6H 3 IOD MAY CE r APPLID / PORGH ROOF C BLE END WALL -TIE 11�at 11105 AVER 1/2'S1fAmN6 IS Ili. / -- - 8D NAILS IYP. FOR ME NAILS ST,�Ds,v�D USE IN GOhBINAT70N ONLY WF�I 5T1A5 AND / STRAP I NC5 DETAA I L DETAIL T TTIG IRAFTEP6 AL16N 'RAFTERS DO NOT AL16N I N.TS. I I N.TS. STRAPPING TO RUN ONTO RIM J015T,5EE - DETAIL 9/DI(ONE 5TORY)OR ONTO 5TUD (� AT WALL BELOW MAO 5TORY) N� TIES • • QN.TROOF RA�FTEF. HURRIGA�NE � \ • �S. ILOGATED AT EVERY ROOF RAFTER Z \ ATT I G o - STRAPP I NO DETAIL • %fS N PXrti Pa a, �z FOR FRAME GONNEGTI ONS o � • n Ems4 °• 01 N.TS. I-_ m 2ND FLOOR - (2)2x " " 4-I6d FACE NAILS FROM z 6rww aR ax PROVIDE 3 X31(6 X3 WA5HER PLATE AT ALL ANCHOR BOLT5 KING STUD INTO HEADER ❑ MSTo48b3 Qj� C) 5ECURED BY WOOD SILL PLATE5. i COLUMN POST TOP ANGHOR PRE-W 51MP50N PAB OR 55 ANCHOR BOLT5 MAY BE U5ED IN LIEU OF STRAP START NALS THREADED ROD W/WA5HER PLATE. J ETD LENbm LOCATE AT EVEI?(GOL UMW 6LRDER CONNECTION H/2"LP I" PROVIDE 3'Xb'XA36'6ALV.STEEL PLATE W/ R"MN N.TS. ETD CF 5TLD (a)NALS MM.M 6-8D NAILS AT CORNERS AND INT1325EGTTN6 LE1J6m ) WALL5. 3'X12"X.036'6ALV.STEEL PLATE W/ NAILS �p 12-W NAILS AT AT BUTT JOINTS IN 5TRA16K 5IMP5i0N L5TA12 5TRAP W/ I WALLS WARE THERE 51N6LE PLATE OR HEADER 5-IOD NAIL5 EACH END AT �---{ am 5PAN � 2X6 KIN6 STIRS NON): EACH JACK STUD CUr LFNbm ` / rz 24'MINIMUM LAP SPLICE ONE AT SPANS IF TO 6 FEET w+� TWD FOR SPANS 6 TO 12 FEET O FFMM MN.EW I- 2 7/S" 5/8"4P A301 ROD THREADED b"BOTH END5. THREE FOR SPANS 12 TO Ib FEET 2Xb JACK 5TUD5 AM: w Pa"E OF 7/a BOTTOM P�CEM u� 3/4"AND I"ROD AT 51MP50N STEEL 5TRON6 WALL,5EE PLANS 12-160 MIN.NAILS ONE AT 5PAN5(b' n , LQJbm IST L00I` NAIL � AT ALL 5PLIGE5 TWO/AT 5PAN5 FROM b'TO 12' �"MN u.1 ML.E55THREE ANOTED 0THERWI5E ON PLAN � A O44 POST BASE N 2"X3/8"X3"WASHER PL W/NUT EACH 51DE (a)NAILS MLN N AEtU44 OR ABU66,SEE PLAN -i Lump R."LQJbm(TYP) �C5-22 COIL STRAP I UPPER 5TORY SHEAR m 1 led WALL TO GIRDER ALTERNATE ANGHOR BOLT DETAIL @ EXTERIOR WALL ❑ W FLOOR TO FLOOR TIES I l BELOW CONNECTION _ C:) ' I 1=0R SET BACK WALLS HDU HOLD DOWNS AND ST'RON( WALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTION N.T.S. LOCATED AT EVERY STUD ` FOUNDATION U2"P HOOrM ANCHOR BOLT W/T' ^J \ MINIMUM EMBEDMENT OR EXPAN51ON 13141f T NOTE: I \ BOLT W/5'MINIMUM EMBEDMENT N.TS. N T.S. I`" N.TS. COL STRAPS LMER StATHN6 PROXf-Sd CAI"(0431 x 2.�LM)NAILS. COL 5TRAP5 OVER 5ffATt1N6 PROMS I0d CCM49N(0431 x 3"LONG)NALS. `\\ cb �N COLUMN POST BOTTOM ANCHOR ALLOWABLE HOLES.T.S. LOCATE AT EVE=RY COLUMN/6tRDER CONNECTION T�HUrTHt R IbD NAIL® 24 0/G ~' U To FLAT VAM,Nuc BD NAIL®b"016 AT ALL PANEL EDGES ` �"Nu.STOE N� IGD NAIL®24'0/G LVL Headers and Beams AS IM W]"O HIP RAFTER, ' 055 OR PLYWOOD Microllam® LVL W Its IVFrr� 51MP50N HGP HIP 5EE PLAN 5HEATHING INTERIOR 1.3E TimberStrand® and NOTE:WHERE 24'WIDE MINIMUM FULL HEIGHT I (a)NOLs MN N CORNER TIE LSL hole zone Parallame PSL 2 x diameter of the Y3 depth U WALL RETURN 15 PROVIDED AT EN05 OF I (4)NAILS hole zo largest hole(minimum) Q BRACED WALL LINE THE 800#HOLD"MAY I I• BE ELIMINATED. PROVIDE TWO(�AT EACH a"uftm(MK) 6 8D NAIL a b"O/C INTERIOR SIDE)65-22 STRAPS PER DETAIL 4 IN LIEU OF I 13/4•MMIMIM 51MP5ON BP WASHER `J o - L5TA36 STRAPS 5HOM IN THE DETAIL. NAIL SHEATHIN6 TO SILL PLATE W/8d 2X AGO SILL PLATE DOUBLE o AT ALL PANEL EDGES d - NAILS 0 4'O/G SILL AT FULL BASEMENTS ° EXTERIOR ° - GYPSUM BOARD o 0 0 -� 7'MINIMUM 5/8 DIA STS ANCHOR - - _ - - BOLTS MAX.2'-8'OL_ %x b RAT vrl1EY 8D NAIL® 12"0/6 AT ALLParallamIDPSL Microllam® LVL and EMBEDMENT EXTEND BOLTS MIN.l'INTO 65-22 COIL STRAP ,MGIC STRM TO RKnR MEMBERS NOT AT PANEL EDGES FRN.WITH T16HTENED NUT d �a allowed hole zone 3'x 3'WA5HER TO EACH BOLT. (2)2 x 6 AGQ %VGA LTP4 PLATE NALIP TO middle Y3 span PROTIDE TERMITE SHIELD SILL 5f P5t7N Col.STRA° 15/32"05B OR LSTA36 W/10 lOd NAILS T'BAR SEAL AND MAINTAIN 8'MIN. SILL�� RIM AM SIL PLATE 0 Ib 0/C Ar rwcn Izr M m� PLYWOOD SHEATHING IN51DE CORNER OUT5IDE CORNER INTO STUD ABOVE AND LOCATED 2'To 6' V4LFY NK Nr>�LTS d 1.3E TimberStrand® LSL allowed hole zone d r n 17 cl� c FROM WD TO FINISHL�GRADE BELOW(2 EACH GORNERJ FROM TOP OF WALL WL A5 PEit trap Sx wFGM PLAN VIEW PLAN VIEW LLT M NOTE, General Notes _NL Q N N N C) I� `� C\i Tall=2,980x COIL STRAPS UNDER SHEATHING PROVIDE:8d COMMON(0131 x 25'LONG)NAILS.COIL EXTERIOR WALL TOP o N N (M (M (p .- 5ff FOUNDATION PLAN STRAPS OVER 5HEATHI%PROVIDE:IOd COMMON(0.131 x 3'LONG)NAILS. ��//T�� /1t7 /�i7 ��7 HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded EXTERIOR ER I OR GORNER DEPTH HOLE SIZE headers and beams only. LAY-OBER OR FALSE VALLEY PLATE HIP CONNECT)ON nd STORY GORNER GONNEGTORS TYPICAL ANCHOR BOLT STUD TO RIM JOIST TO SILL PLATE PPINGDETAIL WALL ERAMINC 4%" • Noholesi Canty 5�z" 13/a" • No holes in cantilevers. IODATED AT EVERY CORNER N.T.S. LOCATION A5 NOTED N.T.S. LOCATE AT EVERY STUD N•TS• 8P�5T�IRA NT18 N.T.S. N.T.S. T/a"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 Z Z indicated in illustrations Z and tables. (n a- 0- Of A MINIMUM OF TWO BRACED WALL LINES(SW-)ARE'REGUIRED IN EACH DIRECTION OF A BUILDING. BNL'S SHALL NOT BE SPACED STRAP AND WALL GfJ1THA46 STRAP AND WN L S1fATFIN6 LD MORE THAN 60 FT APART. WALLS WITHIN A BWL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BWL. BWL LOCATION5 ARE z Z z O z U) N INDIGAT®ON FLOOR PLANS TD TOP GF PONY WALL F U� n TO TCP GF PGNY WALL F I1� w w w w o w a- N U) NOTE: -�`I I NOTE: �_ 6 V5 Z75 > - - a SMFSoN 17fTIZ ncwonM AT(frW6P DRAIED 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE I I A BRACED WALL PANEL(BWP)SHALL BE61N WITHIN 10 FEET OF EACH END OF A BWL THE DISTANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER 0 Ir Q w IY IY M m U WAL_END PANELS(TYPE Al HDU A6 REgNU EDGES OF BW''5 SHALL NOT BE eREATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF 1140 BW ON EACH BNL EXCEPT AT ® AT ISWY.Hr WALL DETAILS G AND D. WALLS(16 FEET LONG MAY HAVE ONE 48'OR LONGER BWP. BWP'S ARE TYPICALLY G5-W5P SHEATHED BRACED WALL PANELS ® S-IOT)NAILS AT DTT1Z (TYPE A)OR GYPSUM BOARD 66(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BW TYPES A 3 ON IR LVL HEADER(SEE PILAW o AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF OW 15 REQUIRED. GONIINUOUS TO OUTSIDE OF PANEL �' BWP TYPES ARE INDICATED ON FLOOR PLANS. N -3/8"0 THREADED ROD z Z v J G5-W5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET NOTE:WERE 24'WIDE MINIMUM FULL HEIGHT THE MINIMUM LEN6 �OF TABLE-Rb02.105. NAIL 1(b'MINIMUM WALL CONTINUOUS IU'a'MIN DEEP HEADER TO � CONTINUOUS IV4'MIN DEEP HEADER TO Imo- WALL RETURN 15 PROVIDED AT EN05 OF 5HEATHING WITH 8d NAILS O b"O/G()6E5)AND 12'0/C(FIM D)AND PROVIDE 2X OUTSIDE KING STUD(51�PLAN) W OUTSIDE KING STUD(5�PLAN) IQ PANIi®6E 65+6P BRACED WALL LINE TIE 800 BLOCKING AT ALL UNSUPPORTED PANEL ED6M. PROVIDE 800 POUND HOLD" FASTEN J'SHEATHING TO HEADER w FASTEN J'SHEATHING TO HEADER W/ Z HOLD"MAY BE ELIMINATED. PER DETAIL 19 OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE 8D NAILS o 310/G IN EACH DIRECTION N 8D NAILS®3'0/G IN EACH DIRECTION N W EITHER A 24'MINIMUM FULL HE16HT WALL RETURN OR A 48'MINIMUM BWP. 51MP5ON LSTA24 STRAP ON BOTH SIDES AND SIMP50N LSTA24 STRAP ON UN5FEATHEP N TRIM TOP OF PAPS A5 REQD 2 TABLE Rb02.105 MINIMUM LENGTH REQUIREMENT5 OF GS-W5P EACH OF WADER TO JACK STUD W/16-I00 NAILS FACE W/Ib-IOD NAILS O r T T w M z Z b-I/4'SDs 5GREYL�'a m CONTINUOU�.,LY 5HEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER W/2 Z FASTEN TOP FATE TO HEADER W/2 Z PORTAL STRAPS FROM EDGE ON LJj 4 Q w ROW5 OF Ibd NAILS 6 3b/G ROW5 OF I6d NAILS o 3"0/c13 WALL MIN PANEL BOTH 51Dr5(4 STRAPS PER PANED WALL AJAGENT CLEAR MINIMUM LENGTH OF v 13 HEIGHT(FT) WIDTH"L' v w HEIGHT(FT) OPN6 HEIGHT BRACED WALL PANEL PANE SHALL HAVE A LENGTH 120F NOT PANE.SHALL HAVE A LBN6TH'L'OF NOT -51HP50N CNH COUPLER NUT ((,4" 24' LE%THAN 16'FOR 8 FT WALL,18'FOR 9 LESS THAN IV FOR ONE STORY AND 24'FOR 8 28' ❑ r h U Q FT WALL,AND 20'FOR A 10 FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION. 9 32' L 8 80'O�' 3b■4 X PLAN FOR ACTUAL 1 EN6TH X SEE PLAN FOR ACTUAL LENGTH IO 34' PANEL,VERIFY PANEL IS PLUMB 7 X_ 51h1P50N SWSB STRONG-WALL 5B� Z <b4" 2T" 6YP5UIM BOARD "6B"BRACED WALL PANELS(TYPE B)SHALL BE Q Q _ II 38' 1��-i o -3/8'f ANCHOR BOLT OR 48'MINIMUM IN LE46M ON BOTH SIDES OF WALL PER TABLE X - X 12 42' NOTE:DETAIL APPLIES TO � ~� ADHESIVE ANCHOR 9 8O'TO�' 41 -R602.105. SECUREV 6YP�SLIM BOARD WITH 6d COOLER NAILS, LL (2)JACK STUDS MIN.OR PER PLAN LL (2)JACK 571105 MIN.OR PER PLAN MOTH ENDS OF HEADER ❑ W „ .. <64" 30' Ag15"X IV 6YP5UM BD NAILS,OR D46"X Me At�1JLAR-RINGED n � 10 64'TO 80' 30' NAILS O 1'O/G(EDGES)AND"1'O/G(FLED). BLOCKING 15 NOT - P' 80'TO 96' 38' -REGV RED AT UNSUPPORT®PAN WiSE5 WEN PANS ARE BLOCKING AT PANE.E DOE5 BLOGKIN6 AT PANEL EDGES N ❑ INSTALLED HORIZONTALLY. PROVIDE JOIST OR T K)55 OR FULL - 'Partial credit for Panels 36"to 48"wide per Rb02.1052 HEIGHT BLOCKING VIREGTLY ABOVE AND BELOW TYPE B WALLS. ONE JACK AND KING STUDS ONE JACK AND KING STUD' BLOCKING AT PANE.ED6E5 "L" EQUAL TO �j c=) TYPICAL HOLDOWN DETAIL AT CONTINUOUSLY SHEATHED WOOD TWO KING STUDS or ' 12" � 9 ��' n ,� FA5TEN VIb'5HFATHIN6 TO EACH STUD FASTEN 1Ab'5HEATNIN6 TO EACH STUD FRAMED FLOOR A STUCTURAL PANEL "CS-WSP" - TYPE A B GYPSUM BOARD GB -TYPE B AND SILL W W COR40N MIL5®3"oic AND SILL W bD COMMON NAILS o 3.016 FASTEN 1/Ib'SHEATHING TO STUD NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL VU ed NAILS 0 4.0/G Z ui N.TS. PORTAL DETAIL'A'ONLY APPLIES 165 IN DOUBLE END 51W 505 SCRE^LS IF NO FLOOR ABOVE. TO 2 FT TO 18 FT WIDE OPENINGS. SIMPSON HIDU5 HOLDOM W/14-1/4'505 51MPSON HBU2 HOLDOM W b-114' Z Q < TABLE 602.10.3(1)BRAGIN6 REQUIREMENTS BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO HDA HOLD"W/10-1/4'505 R WIND SPEED,EXP05LIRE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-I/2'a ANCHOR BOLT OR EXPANSION PANEL TO 5R DIRECTLY TI TOP of 5hP50N DTTIZ tiGIDOAa4 AT(frWSP DRAGED WALL HEIGHTS,AND 2 BRACED WALL LINES SCREWS IF FLOOR ABOVE. W WALL BD PANHS(TYPE A)HDU AS RFICIIR® BASED ON SUPPORTING FACTOR BOLT WITH 2'X2'Xg(6'PL WASf$32 - 2-I/2'A ANCHOR OR EXPANSION BOLT CONCRETE FOUNDATION WALL W G� O E T ADJUSTMENT STORY CONDITION ADJUSTMENT OVER 1/2'0 ANCHOR OR F�AN51ON BOLT ❑ �� �� Cy yi ell AT$RAG®WALL DErALS G AND D. GOVT #4 BAR CONT IN TOP OF CONCRETE CONCRETE #4 BAR CONT IN TOP OF CONCRETE V O �G ® 5TORY BWL 5PAGIN6 METHOD 6B •3 TIE k,. SHEATHING EXPOSURE CATEGORY ONE STORY G 1.2 FOUNDATION FOUNDATION FOUNDATION C ® 8-IGD NAILS AT PTIZ EXPOSURE CATEC70RY ONE STORY D 15 x4 BAR CONT IN TOP AND BOTTOM Q < ®� �- TOP 10 25 55 EXPOSURE CATEGORY TWO STORY G 1.3 PABS 18 ANCHOR BOLT OR�/e THREADED OF CONCRETE FOUNDATION SIMPSON SBT/8X24 OR PAM-I8 ANCHOR -{ ® TOP 20' S.0' 10.0' EXPO5URE CATEGORY TWO STORY D Ib EMEND WALL 5HEATHING OVER RIM J015T ROD W/WASHER PLATE,SEE DETAIL 15/01 BOLT OR Ye"THREADED ROD, PARS-IB ANCHOR BOLT OR%e T1iREADED �iA ® TDP 30' 1.0' 145' ROOF HAVE TO RIDGE ROOF ONLY 15 FT 1.3 PAS E06E OVER ROD W/ PL ATE,51E DETAIL 15/01 SEE DETAIL 15/01 WALL PORTAL DETAIL'B'ONLY APPLIES TO 6 FT TO IS FT WIDE OPENINGS. (n 3810 ROOF SAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBUTING LENGTH OF 48'TOWARDS R602.10.3(U MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PAPEL HA5 �F O� TOP 40' CID, 18.5' ROOF HAVE TO RIDGE ROOF+I FT_OOR 15 FT 1.15 REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. WALL TO BE CONTRIBUTING LENGTH OF 4b'TOWARDS R602.103(U MINIMUM LENGTH TO DETERMINE PANEL 51ZE AND ANCHOR BOLTS FOR ❑ SIMP50N STRON6-WALL REQUIRES E1N61N�DE516N TO of V v ROOF SAVE TO RIDGE ROOF+I FLOOR 20 FT 13 MED ON FIRST FLOOR APPUCATIOM ONLY. RFGUIREMENTS FOR BRACED WALL PANELS AT BRAGS WALL LINES. ACTUAL HORIZONTAL PB16N HND LOAD AND CONDITION TOP 50' 11.01 23.0' ROOF HAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ROOF HAVE TO RIDGE ROOF+2 FLOOR 20 FT NP TOP bo' 13.0' 215' HALL HEIGHT ANY STORY 5 FT 0.11 CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL TTABW° SIMPSON STRONG WALL J B NUMBER 3/8'm ANCHOR BOLT OR BOTTOM OF 2 10' 5.0' 105' WALL HE16HT ANY STORY 9 FT OR5 rT TT TT TT ADHESIVE ANCHOR WALL HEIGHT ANY STORY 11 FT 1.05 C FRAME CS-PF DETAIL - TYPE C D PFH DETAIL - TYPE D E DETAIL - TYPE E �NOTT%scAL��PERF 2016023 BOTTOM OF 2 20' 9.0' 19.0' WALL HE16HT ANY STORY 12 FT 1.1 NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 NGINEERED METHOD W a ba5a NUMBER OF BW Pf3(PIAN DIF AT STORY 3 13 BOTTOM OF 2 30' 13.0' 215' NUMBER OF BWL PER PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER BOTTOM OF 2 40' 11.0' 3bD' NlUMBER OF BWI.PER PLAN DIRECTION AT STORY 5 OR MORE Ib j� G, GYP IE FINISH O OD C FROM-HSP INSIDE FADE OF BW 1.4 (_2�11BIRACED WALL PANEL DETAILS)-TOLDOWN DET�(L AT ✓LAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHIOD G5-W5P ONLYLL 20 NUTS. BOTTOM OF 2 60' 25.0' 52.5' AGYP BD FASTENING PPLIES TO METHOD 65 ANNYY STORY 4"O/G 0.1 p_, NOT TO SCALE UNIT 53 (MODEL B- 15 ) UNIT 54 (MODEL B- 2 ) z W ❑ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED HATCHED AREA INDICATES LOCATION Z 10'-0" HIP WIDTH OF FIRE RATED ROOF d WALL 5HEATHIN6,4'-O" Bi-5 �..� FROM CENTER OF W 4'-0" 4'-0" • RIDGES TO ALIGN FIREWALL-EACH SIDE (NO VENTING) (NO VENTING) O `� 2 RIDGE VENT RIDGE VENT V 0 O W o ( U 011 b"AZEK TRIM BOARD U o I"x b"AZEK RAKE N} I"x 3"AZEK TRIM(� (j -� n m z - 6UTTER5 d LEADERS Z U �' c�� ALL C"UTTER5 d LEADERS SHALL BE BAKED p x -0 co WHITE ALUMINUM .032"MIN.GAUGE,GUTTERS 12 HARDIPLANK HO U Q w cr) i cn - SHALL 8E 5" 5EAMLE55,0.6.STYLE W/ALL q CLAP SIDING /// 12 RELATED d REQUIRED AGGE550RIC5. LEADERS 12 GUTTERS LEADERS N q --I q ALL GUTTERS d LEADERS SHALL BE BAKED ❑ U cl) °�° WHITE ALUMINUM.032"MIN.6AU6E,6UTTER5 SHALL BE MIN.2"x3",.027°GAUGE W/CLIPS d GC WINDOW 12 SHALL BE 5"5EAMLE55,0.6.STYLE W/ALL t° ANGHOR5. CAULK d SEAL ALL JOINTS. PITCH +/- II b"HI6H BLIND RELATED 4 REQUIRED AGGE550RIE5. LEADERS ( _ GUTTERS MIN. I/57FT.PROVIDE P.V.G. _M - FLASHING RECEPTORS b"ABOVE 6RADE TO RECEIVE LEADERS(CLOSED GAP DESIGN). 12 I2 ANCHORS.SHALL BE MCAULK d 5EAL ALL JOINTS.LPIITTCH a +/- 11 2446 6UTTER5 MIN. 1/&"/FT.PROVIDE P.V.G. 12 12 80:2'-4' RECEPTORS b"ABOVE 6RADE TO REGEIVE I"AZEK SHEETING +/- 11 +/- II X 4'-6" - `` � LEADERS(GL05ED GAP DESIGN). o b"HIGH BLIND Lu Lu FLa5HIN6 S"`AZEK _� -� 2 - -_ -��q Z ASGIA BD. _ •�� Ix8 FASCIA BD. � w � U DINING AREA _ _ o PLATE Hr. - -- I-0' b„ 6„ % /� - BREAKFAS � OH. .l OH OH OI '-�� Ix8 F �C - - PLATE HT. z CLOSET_ OH 2' D" O PLATE HT. i i / / OH. 'to" � 12 2 LTRU55 BEYOND i i 0' / 0 I ii O� q n i ( ' i I"XS"AZEK f- M = a- uu ,;zli � 1111 1 _1� a �u� u � - 'd- Juuu _LCL u - 1--- -- _- FTT _ _ OZ CY'� (3) 2x8 P.T. GIRDER o 10"AZEK i i = T BEYOND FRIEZE BD. N LINE OF DINING ROOMIxl2 AZEK LLC) O o i i WALL BEYOND Ix8 FA5GIA BOARD TRIM i i = Fri / � COLUMN®GOVE D I ;i / / 1 Til—COLUMN® COVERED PORCH BEYOND i i / // i i� PORCH BEYOND II 5IMP50N LU52b-3 FACE FIN. 15T FLOOR i i - _ - _ / FIN. _ _ i r, _ _ FIN.15T FL00 ~� = MOUNT HANGER 1 ELEV.+0'-0"1Q - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (3) 2x12 P.T. IRDERBEYOND - - - - - - - - - - - - - - - - - - F-�-� - - - - - - — n-t l I I I I SOFFIT I I I I"x6" AZEK EXTERIOR WALL rA r I I I I I I I HATCHED AREA 4" TRIM I TRIM BOARD I -HARDIPLANK SHINGLE SIDING I I r^ i Ix AZEK TRIM BOARD OVER INDICATES LOCATION -1/Ib 05B SHEATHING m V J ` I'-0' I I I I I I ALL 51DE5 I ALL SIDES I -TYVEK OR EQUAL I I ii�u �i OH. GIRDERS(TYP) OF FIRE RATED ROOF d -2x61W00D STUDS 9 Ib"O.G. W Nt - - - - - u m w I I I I 1 ( WALL 5HEATHIN6 4'-0" I I I I ^ O 51MP50N BG52-3/6 P05T _ ❑ GAP ANCHOR o I I I I I I FROM CENTER OF I I -b"R-Iq BATTS I I o 'I FIREWALL-EACH SIDE L.I 10" SQUARE HBd6 DERMA GA5T = COLUMN #46382 W/50UARE FLAT GAP t BA5E (OR EOUAL) - I I I I I I I I I I U 4" 2'-0" i o CORNER COLUMN TO BE I I I I I I CL 2 HR 5EPERATION I I I I j Ire' PROVIDED W/SPLIT KIT BA5EMENr _ - - - - I- - - _ I - - - - - 1 i- - _ BASEMENT Q ` WALL PER UL#336 H'1"I �- I - - - - - - - - - - - - - - - - - -- - - - - —L- - - - - - - - - - - - bx6P.T. P05TWITH5IMP50N - -I - - � - - - - - - - - - - - - - - - - - I-1 - I- - - - - - - - - - - - - - - - - - - - - - - -T - - - - - - - - - - - - - - - � H ABU66P05TBA5E (TYP - ALL L_ _j - - L - - _L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - --) I- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - I- - - - - - - - - - - - - - - - -I- J � COLUMNS) z UNIT 54 UNIT 53 (15 ' PORCH) TYP. REAR COV. PORCH DETAIL I ��ONT ELEVATION o MODEL B-2 (MAGNOLIA) MODEL B (JUNIPER) o 3/4"=1'-O" 62-1 B2-5 1�4�� _ I�-0.. 2 HR 5EPERATION A WALL PER UL#336 B2-5 TYPICAL ROOFING: 41-01, 4 0" TYPICAL ROOFING: ARCHITECTURAL 12 (NO VENTING) (NO VENTING) ARCHITECTURAL 5HINC71 F5 15# 5HIN6LE5 15# FELT —1 q RI06E VENT I RI06E VENT FELT UNDERLAYMENT UNDERLAYMENT ROOF VENTS 5/S" PLYWOOD 5HEATHIN6 Iw— c�i o r� 1 5/S" PLYWOOD r N N M M Cfl .N— SHEATHING 61IRER5 d LEADERS ALL 6UTTER5 3 LEADERS SHALL 12 HORIZONTAL BE BAKED WHITE ALUMINUM .032" 6"AZEK TRIM BOARD q HORIZONTAL GLAD MIN.6AUGE,6UTTER5 SHALL BE 51DIN6 5"5EAMLE55,0.6.STYLE W/ALL RELATED d REQUIRED HARDIPLANK AGGE55ORIE5. LEADERS SHALL HORIZONTAL SIDING b"AZEK TRIM BOARD z c/) BE MIN.2"x3° 021°GAUGE W/ v) z � c 0- BE a CLIPS d ANCHORS. CAULK 4 I"x 8"AZEK RAKE BD W/ 0 0 0 0 0 z w FLU5H R00F5 12 z z z o z z `) N q I x 8 AZEK RAKE BD W/ > a 12 1"x 3"AZEK TRIM(TYP) > > > w > > N SEAL ALL JOINTS. PITCH I"x 3"AZEK TRIM(TYP) 6UTTER5 MIN. 1/&"/FT.PROVIDE n w w w W w w D P.V.G.RECEPTORS S"ABOVE b"BLIND FLASHING \ NOTE: �" q w m m v GRADE TO RECEIVE LEADERS / \\ I ROOF TRU55 DESIGNER TO / (CLOSED GAP DE516N). \ I2 B-1 14 r ADJUST HEEL HEIGHT FOR / -b"DIA6.AZEK cO ---- / \ ROOFS TO BE FLU5H 12 / TRIM BOARD N qVA 12 - / \ q o 1 b"HIGH BLIND - FASCIAS FASCIAS (- GREAT ROOM 10" `�- - s_ Z -_ - - - -,- - / - - - - - - ,� - - - - - - - - \ / - nn nn - - 6REATROOM PLATE HT. W PLATE HT. --- -- -- --- / / / / oH. �, - - . —1 [�zi i i / i I i I i I O w = �/ i i i i i I B2-I W TL � i i i i i i i I i i i I i i -- ./jI A Xr f 6-1 - i i i i i i = U inn18'- B WI TH / I6- ' B14 WI TH o iI i ii i C W iI IJ a i I iI ii o U) CL T= L LL-:-- jjjj _ o Q i i i i i i o w v ;J--- b"AZEK TRIM = COLUMN @ COVERED --4 i -, i i I I I i i ALL SIDES PORCH BEYOND " - I I ~ z: FIN. I_ST FLOOR_ _ _ I� i,,' I I - __ - Z m i i i i i FIN. 1ST FLOOR 2020 NY5RG- 8312.2.1 J ELEV.+0'-0" IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN 2020 NY5RG- 62421.8 (503.8) OPERABLE WINDOW OPENIN6 15 LOCATED LE--55 THAN 24" CO o o - - - - I =__-__= I I I {-__--___�I I - - - - - - - ABOVE THE FIN15HED FLOOR AND GREATER THAN 12"ABOVE (q >✓ r �r- _-,-I VENTING 5Y5TEM TERM I NATION LOCATION: 5 q I I I I I I I I II II IIII I I I IIII II IIII I I I THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE W G� F " I I I I I III THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN � R� -RT C' 6 TRI1�AlI L SIDES I I I II II IIII I I Ix4 AZEK TRIM I I IIII II IIII I I I I bxb P.T.P05T WITH 51MP50N I EXTERIOR OF THE BUILDIN6,THE OPERABLE WINDOW SHALL II II III II II II b AZEK TRIM BG52-3/b P05T GAP ANCHOR d INPUT OF 10,000 BTU PER HOUR OW OR LE55 SHALL BE 6x6 P.T.P05T WITH - I I I I I I I I II II IIII I I I ALL SIDES(TYP) I IIII II IIII I I ALL 51DE5 I I LOCATED AT LEAST b°FROM ANY AIR OPENING INTO A COMPLY WITH ONE OF THE FOLLOWING: I I I I I 51MP50N ABU66 P05T BASE(TYP- 'OPENINGS THAT WILL NOT AVOW A 4 INGIH DIAMETER SPHEREn I II II III II II II BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER 10,000 Q 51MPSON BG52-3/b I I I R I I i II EGRESS IIII I I I I 1111 EGRESS IIII I I I ALL COLUMNS) I TO PA55 THROUGH THE OPENIN6 IN ITS LARt6E5T OPENED P05T GAP ANCHOR d 10" 5QUARE HB 4 6 PE MA GA5T i 1 I I I BTU PER HOUR BUT NOT OVER 50,000 BTU PLR HOUR SHALL BE o I I I f I I I i II w11NDOW 1111 I I I I IIII --- IWINppW IIII I ( I I o INSTALLED WITH A g INCH VENT TERMINATION CLEARANCE AND POSITION. W n 51MP50N ABU66 COLUMN#46382 W/5�21UXRE ___��_=CJI I L=__��===JJ I I FALL PREVENTION DEVIGE5 THAT COMPLY WITH A5TM F 20gO 2 -A ,__. __–u I I I LI-----_- I- q (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO U POST BASE(TYP- I I L FLAT GRP BASE (0F2 1#OUAU 1 I moi-_--__ __ I I I 10 5GUARE HB$6 PERMA GA5T I AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR }-0 ALL COLUMNS) I I I - CORNER COLUMN TCL' BE I I I I I I I COLUMN #46382 W/50UARE I SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION q FDf FLAT GAP d BASE (OR EQUAL) CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO OQ- I ( PROVIDED W/SPLIT IIT I I I J I I I L I INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE 6RADE. FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING ❑ ' NEW�! I I I I I FDI I - CORNER COLUMN TO BE �.2 HR 5EPERATION I I I I PROVIDED W/SPLIT KIT AREA OF THE WINDOW UNIT TO LE55 THAN 5.1 SQUARE FEET. BASEMENT 1 I I � I I I I WALL PER UL#336 I I I I BASEMENT 4- LI UMBER - -� __J - ICS � �— _ rl_ — I I �4� - - -- - - - - - — T � - - j- - - - - - - - - - - - - - - - - - -1_ _ _ _ - - _ _ - -1� — _ — — — — — — — — — — — — — — — — - - - _ -- _ - - - - - - - -L - - - - - - - - - - - - - - - - - w 2016023 UNIT 5 3 ( 15 ' PORCH) A UNIT 54 UNIT 5 3 UNIT 5 4 = SHEET NUMBER B2-5 AELEVATIONDUET CLUSTERMODEL B-2 (MAGNOLIA) 11 1 z MODEL B (JUNIPER} - _ B- 2 )I�4 - I (MODEL B 15 ) (MODEL ELEVATIONS U) B 2 1 W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTIONAL SELF FLA5HINGZ AS STANDING SEAM METAL PHALT ROOF SHINGLES ui GHA5E GAP E ROOF VENTS IIS' 6" TRIM GAP — — — — PLYWOOD SHEATHING / 0 , (� - - - / Z V o- (+/-) 7 o 12 12 I5$ROOFING FELT PAPER / O �/ ` OPTIONAL WOOD / U ,� v CHASE WITH METAL INSTALL ICE s WATER SFfIELD PER / MAN IFACTURER5 5PEC5.TO ROOF FRAMING U GAP AND CULTURED IN5TALL IGE 4 WATER SHIELD MAINTAIN PRODUCT WARRANTY. / N} I STONE VENEER CARRY DOWN FRONT OF FA5GIA- / U) � 2 z _ PER MAMIFAGTURERS I ( 5PEGIFIGATION5 TO MAINTAIN / Z MIN 4'TYPICAL — U �•5 d u� I PRODUCT WARRANTY O.ao ALUMINUM DRIP EDGE Q w c M NOTE: GAP �' cfl APPLY ICE d WATER SHIELD IN 6U•� / ❑ (� �' OR FAIR WEATHER WHEN THE AIR, ROOF DECK AND MEMBRANE / WIDTH 2 1. O.. ARE AT TEMPERATURES OF a GABLE `0°F(5°G)OR HIGHER. 12 12 B-1 FLUSH ROOFS OH 1 fl g g ALIGN B-1 FA5GIA5 Z I_ 6REAT RO_0 O Al rt dh - - - - - NOTE: PLATE HTAPPLY IGE d WATER 5HIELD IN U B_REAKFA5T_ I FAIR WEATHER ❑ PLATE HT. - - - - — WHEN THE AIR,ROOF DECK AND 7-7 MEMBRANE ARE AT Z ELI _ J TEMPERATURES OF 40°F(5°6)OR OH. I I I ( H16FER Hill - 1I --- I I It-�� j i FASCIA BOARD �'AZEK SOFFIT O I BOARD W/2 DONT. , ^ NOTE w: -� VENTING OR VENTED LL u J j t I I o - _ = PVG 5H)TTER5 WITH FIXED ° VINYL SOFFIT I— M _ - ---, -- ' ' I = - — - -;(( 'I HINGES. WIDTH OF _Q O 11T17111 I I I I II- _ 1=� o I I I I — i i i �� -T�LA i - -- i -i_� SHUTTER TO BE HALF z o I I I J — WIDTH OF WINDOW. I I DETAIL 2 ❑ �J `J I I I I TI }) T I I I I I �..L.� hl, illl IIILII 111 11 1Ix4 AZEK TRIM I I I I ' 1 SCALE: 1 1/2" = V-0" �--� 2 - 1 . 1 I � 11 IAI I I I 111 1 �° o FIN. IST FLO FIN. 15T FLOOR �_ _ _ _ _ _ _ _ _ -j' ELEV.+O' LINE OF LINE OF EXT. bxb P.T.P05T WITH O WALL® DEN WALL® 6AR. 51MP50N BG52-3/b I I 12" 5QUARE HBBG PERMA GA5T BEYOND BEYOND P05T GAP ANCHOR d I AZEK TRIM I COLUMN W/SQUARE FLAT GAP Ixb AZEK TRIM� Ix4 AZEK TRIM I I I I g'(R-30)BATT + "(R-Ig) �- Po5T5IMP50N ABU66 I ALL 51DE5 I d BA5E (OR EQUAL) - CORNER I I I I BATT5 = COMBI INSULATION 6' (R-19) BATT5 � r P05T BASE(TYP- CONTINUOUS, ABOVE p r I ALL CALUM�) I I COLUMN TO BE PROVIDED W/ I I I I VALUE OF(R-4 I I WALL I SPLIT KIT I I ( I V AZEK 5HEETIN6 CO BREAK I I I I I DONT.BLIND FLASHING ❑ w I I I I I I I 0 I I I I I I I 2"x b'NAILER-LAB I I I I I I I BOLT TO VERT 5 I I I I I I I " -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r - - - - - - - -t - - - - - - -IT- - - - - - - - - - - - - - - - - - - -I� W/ VIA LBOLTS 3 0 r TJ 11 _ _ � L -- - - - - - -- - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L- - - - - - - - -1- - - - - - - 1- - - - - - - - - - - - - - - - - - - - J Q 2020 NY5RG- 62427.8 (503.8) RICHT END ELEVATION 2"x b"RR® 16" I I U 2020 NYSRG- R312.2.1 � I I H VENT'N6 5Y5TEM TERMINATION LOCATION: 1N DWELLIN6 UNITS,WHERE THE TOP OF THE 51H OF AN I/4�� ' I -0u I I q" (R 30) BATT5 w THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH OPERABLE WINDOW OPENING 15 LOCATED I F55 THAN 24' - , 2"x4"SOFFIT BM5 I I Lu AN INP1T OF 10,000 BTU PER HOUR(3KW)OR LE55 5HALL ABOVE THE FINISHED FLOOR AND 6REATER THAN-12" „ BE LOCATED AT LEA5T b FROM ANY AIR OPENING INTO A ABOVE THE FIN15HED GRADE OR OTHER 5URFAGE BELOW R u MODEL (JUNIPER) BUILDING,AND 5UGH AN APPLIANCE WITH AN INPUT OVER ON THE EXTERIOR OF THE BUILDING,THE OPERABLE UNIT 5 3 15 P 1 L 1 1 B WINDOW HEADER PER PLAN I I O IO,OOC BTU PER HOUR BUT NOT OVER 50,000 BTU PER WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: T I I ❑ HOUR 5HALL BE INSTALLED WITH A g INCH VENT #OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN SPHERE TO PA55 THROUGH THE OPENING IN IT5 LARGE5T I I INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST OPENED P051TION. A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF :FALL PREVENTION DEVIGE5 THAT COMPLY WITH A5TM F THE VENT TERMINAL AND THE AIR INTAKE SHALL BE 20gO 6 TRAN50M WINDOW LOGATED AT LEAST 12”ABOVE GRADE. (THE WINDOW OPENING CONTROL DEVICE AFTER RIDGE VENT 62-5 OPERATION TO RELEA5E THE CONTROL DEVIGE I I BEDROOM #2 ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW I I UNIT TO LE55 THAN 5.7 SQUARE FEET. 12 LINE OF ROOF +/- I I N 2'xB"® Ib"OG FOR SEAT iii `r `r r �_ `r BEYOND® MASTER O Q N N N M � - .-- � BEDROOM N N M M co N RIDGE VENT OH DOUBLE-HUNG WINDOW I I SPRAY FOAM INSULATION TO COMPLETELY FILL I SEAT CAVITY INSTALL ICE d WATER 5HELD 2 2"x8"® END W/A35 PER MANUFAGTURER'S b„ SIMP50N CONNECTOR 5PEGIFIGATIONS TO MAINTAIN J. OH y SIMP50N H2-5A CONNECTORS PRODUCT WARRANTY RIDGE VENT / / VENT I"x 12"AZEK TRIM z z NOTE: 12 12 BD °GYP BD � a g Z a FAIR WEATHER WHEN THE AIR, (+/-) 7 12 \ +/- Z APPLY ICE d WATER 5HIELD IN _ �, Z Z Z O Z Z N ROOF DECK AND MEMBRANE 7 RIDGE VENT o 3/4" T4 055 SUBFLOOR- v� to cn ¢ cn a ARE AT TEMPERATURE5 OF 12 N GLUED d 5GREWED-RUN w w w w w N GOWN0005 BETYEEN PLATES 40°F(5°G)OR HIGHER. (+�-) B'T �LINE OF ROOF 7/16" 055 5HEATHIN6 w m m U AT EXTERIOR WALL / BEYOND® GARAGE 2"OH CO 2X12 FLOOR N ALIGN FA5GIA5 — — — — — — — J015T5® I6"OG. o FIRST FLOOR LINE GREAT ROOM _ _ DIN AREA _0 _ _ BEDR_M#2 I — — - - - -- ---- 1 PLAT�HT. anal ulfln PLATE HT. OH. PLATE HT. 14 I I Z OH. 0 I i I I off FRIEZE BD. UNFINISHED � U 0 0 0 I I � U -- I ww J I I I IO" 50UARE H646 PERMA -� I I I I I / EXTERIOR WALL I I LLJ❑ w Q 82-1 I I GA5T COLUMN #46382 Wl o I I I I -HARDIPLANK SHINGLE SIDING o Z U o I I SQUARE FLAT GAP d I I I I I I -TYVEK OR EQUAL -' BASE(OR EQUAL) - I I - i i i i = o -7/16"055 5HEATHING 2 ` — — — — — — — — — — 2 q I I I I a _ -2xb WOOD 5TUD5 @ Ib"O.G. W u I I CORNER COLUMN TO BE I I I I I i I I o -b"R-21 BATT5 FD-I (R-13)GLO5ED GELL 5PRAY FOAM IN5UL PROVIDED W/5PLIT KIT I I I i ALONG IN510E FACE OF FND.WALLS-FULL HT p �, I I i i i i OR DRAPED BLANKET INSULATION ❑ ri� — I a FIN. IST FLOOR _ I I _ _ _ I I I I _FIN. 15T FL_O iw -011 z m 6x6 P.T.P05T WITH I I Io" SQUARE FIBd G PERMA I I BEDROOM #2 BAY DETAIL I z Q Q I 51MP50N BG52-3/6 ( I GA5T GOL" #46382 Wl I I U w N P05T GAP ANCHOR d SQUARE FLA GAP d B2-I.I — WALL® GARAGE 51MP50N ABUbb BASE (ORE AL) - 0 /'. — WALL®GARAGE 7 I BEYOND I I I I P05T BASE(TYP- I I I I BEYOND W A E R D \ o FDI ( I I I I ALL GOLUMN5) I I CORNER GOL MN TO BE I I o ❑ ,AER y I I I I I I I PROVIDED I SPLIT KIT I I I I I I I I I I IIr- I I I I I I I I I I I� I I I I I I I I I I '�, U I _ _ _ _ _ BASEMENT o BASEMENT - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I - - - - - -� - - - - - - - - - � - - - - ❑ X38 O� L- - - - - - - - - - - - - -L - - - - - - L- - - - - - - - L- - - - - - - - -1- - - - - - - - - - - - - - - - - - - - - - -1 - - - - - - - - - - -1 - - - - - - - J- - - - - - - -L - - - - - - - - - J N ESN B NUMBER LEFT END ELEVATION UNIT 54 B2--- 1/411 2016023 I/4 - 11-011 B w UNITS 5 3 (MODEL B- 15 DUET CLUSTERSHEET NUMBER MODEL B 2 MAGNOLIAZ & 54 (MODEL B - 2 )- ELEVATIONS W B2 - 1 . 1 ❑ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I CL 2 HR 5EPERATION WALL PER UL#336 W Z C ' .2 r"1 E 2'-0" p �i 14'-4" Ib'-0" p 4--dC) a� 2'-111 5'-j" 8" 5111 121 111 Z �/ O � I ----------- ---- _ ° ,n-J � (� U _ L A -----j L------ ---_ B2-5 I 1 2 o N} F- :E I I c/) - O I 7 I Z x a M FD 1 U XGAV. 1 Q w @ M 1 4"P.G. LAB WITH bxb, i ❑ _ '� �' co I 0 8" 12'-10" S11 0 10'-0" 4'-II" 4'-4"M.O. 5'-3" 5'-4" 4'-4" M.G. 4'-8" I I r- o° o 10/10 W .M.OR FI ERMESHj (� M MIN.3500 P51 (ot IG. i01-0 M UNEXGAV. - (� FDI i i a _ 4"P.G.SLAB WITH bxb, _ cv 10/10 W.W.M.OR FIBERME5H. 2 1 0 1 `-r MIN.3500%1 GONG. 6" 811 FD 1 ------,I 9 1 I FDI HpHD I I I JE6RE% 1 I I p I WINDOW T-?j I i i ZO 1 I _ Q O O m O I - I _ QII I �jl_OII p,F �I_OIIII 2x12 FLOOR J015T5 w QOo 0 Ib"O.G. - HD 2"x 10" 11 SLAB SEAT _ u� / I •r I p 2"X 10" I I- O l ' __ ___ ____-= i (2)2X10 P.T. _ i SLAB SEAT O HD 4"WIDE J015T J ---� 2 - -J 1140 O ITI SEAT.TD.5EAT 4 I F =_= I O r ----- -----------------� __ -__====-5=====_- __ U 0 o ELEV= (-)I'-I " �I ( __= i i - I EGRESS WINDOW 5 SQ.FT.MAX 11 O 1 O I O --L 12'P.G.FOUNDATION WALL o I 1 ���,,� I �i LLLn WITH DAMPROOFIN6 ON 4 q I i IX 4 DJc J0 i i OPENING WITH DAMPROOAFIN�Or N L i iii 1-- 2'-0" 2'-0■ 10" 24"x 12"P.G.FOOTIN6 131_2■ FDI 9'-4" 14'-a" _ i i i 24"x 12"I .G.FOOTING i Iii �' OZ ` ' J I I I I I I I I 2-0 (a /� D ( O"PL.FOUNDATION I p i i i i DIREGT VENT HEATING EQUIP. 1 I ❑ v J DIRECT VENT HEATING EQUIP. T q I ) 1 1 1 1 I APPLIANCE CLEARANCE APPLIANCj 5 1 HD APPLIANCE CLEARANCE TEE ZZ I WALL WITH DAMPROOFIN6 I - 3 " IA IbJO L ��PUMN SHALL BE INSTALLED WITH THE 1 Imo- • LIANGE5 SHALL BE IN5TALLED ON "x "x 12" PG ON 20"x 10"P.G.FOOTING i i o i i i 5HALL E IN FROM UNPROTECTEDi `�' i --, 11 WI THE CLEARANGE5 FROM FTG N•0 ,) -T.O.W.ELEV.= 0'-0* i i ® COMBUSTIBLE MATERIAL5 A5 I 4 WIDE UNPROTEGTED GOMBU5TIBLE ��� ( _I f ' 1 11 I I I INDICATED ON THE APPLIANCE LA49 1 0 J015T SEAT. II I I I + 1 I I I o TERIALS AS INDICATED ON THE I � I I I I I I � I I AND IN THE MANUFACTURERS I ,� - N TOW.ELEV= I I I 1 n I I lL ® I �? I APPLIANCE LABEL AND IN THE L � 10—i � 1 1 3� DIA STEEL Cc�LUMN I INSTALLATION INSTRUCTIONS. I 1 "� I 4 WIDE JOIST SEAT.MANUFAGTURER5 IN5TALLATION IFW-2 i I 1 i ON 30"x 30"x 12'1 DP PG ii �, � i TOW.ELEV= (-)I'-I "INTRUGTIDNS. o0 0o I i i i i FT6 N.O.NJ i i PROVIDE FRE5H AIR INTAKE i iii® 1 _=i = 1 1 1 I 1 1 TO MEGH EQUIP PER GODE VIDE FRESH AIR INTAKE p o i 1 ^ w • MEGH EQUIP PER CODE Ll r I-0" ----- = 1 1 I __-� W F---- � 7'-6 I 1 l-6 l'-6' 1 l'-b' 1 7'-b" 1 w 2x12YFLO0i�-J L, I 2x12 FLOOR J015T5 1 \\ ® I b O.G. / ® I b O.G. \ 1 { 1 11 I n _ I ( 1 I 1 l m V J I 0. 11 5 I/4x �t/2 LDW __ __ _______.per, 1 D.O. 1 D.O. i ` +I $ i �I'I LVL 61RDER I- L I 1 i - I - TP 2 0 ❑ T 1 O 1� _ �I 1 r La'� rr' L - � �_�-� J ) L _i� � 11 J BA 5 F-I--I — ___ —I BASEMENT SLAB II- -NI \ J �_ 1 ----- - ---_--- -----TT ----------+------s- -�# BASEMENT SLAB jL FD1 *4"P.G.SLAB(MIN.2 P51 CO 8 4 - I "P.G.5LAB(MIN.2500 PSI GONG I 4 AOb MIL.POL VAPOR FDI ,r p 51-0" g I 006 MIL.POLYETHELEPIE VAPOR I I FDI U TYP. BEAM POCKET ( —BARRIER -, /' I BARRIER I I cA WRAP EN05 OF GDR o o *TAMP d FILLT�95%DEN5ITY cV �, - I I � 5A5HED LINE INDIGATES Y I FDI I I I W/ALUMINUM AT o �- I Q FIRST FLOOR WALLS \ i 'TAMP d FILL TO 95%DENSITY i I Q POCKET OR PROVIDE 10" 8'-0" 15'-0' — J x - d' 14'-2" I-0 ABOVE �?___-= L_ r-j _ u UNFIN15HED 565EMENT I 1/2" AIR 5PAGE ALL ----- ---� ,�- �' ---� _J' �_ 1 2 = cA o - > I I I 1 o s> I -� o u5 11 1 o u , _ �-- r /, T e'.-O.CEILING HT.I � � 51DE5 UNFINISHED 8A NT JL ,'/ I I ,o I -I-' I I I 1 II FD1 z T - •8'-0"CEILING (R-13)CLOSED CELL SPRAY _ - V '(R-13)CLOSED SPRAY \\ ,'/ I I \� ,'� i •cxvi \ ,/' m I I FOAM INSUL ALONG INSIDE I S?� �j it W < I I r x I I ^I� I I FADE OF FO.WALLS FULL HT I II FOAM IN5UL ALO IN51DE F- � I /�\ -6" I iF31"DIA STEEL" �+ i mit Y il� OR DRAPED BLANKET i 11L J FACE OF FW. FULL HT GOLUMN ON 30 x 1 1 III I I INSULATION I - U OR DRAPED BLANKET ( I"i 130"x 12"OP PG i I I I 1 1 I ALL EXPOSED HOT WATER 1 t� ® 11 0 LSOW I 3-b I I I I 11 1 N INSULATION FT6(U.O.N� I I III i I PIPING AND/OR HEATING DUCTS I X II p 4 ALL EXP05ED HOT WATER \ I I I I I I TO BE INSULATED A5 PER N.Y-5.I cV u PIPING AND/OR TING DUCTS j L----------� 1 ��• II --------- I 11 Lu o TO BE INSULATED A N.Y S. _____ I/2 x I I S" DR `r __J L___ 5'-5" I I = -------- I Ib'-b" I 2-D 11 2'-b" 4"WIDE J015T SEAT. a- f GORE. ----- -- - - -�_�- -, I j I � ' j I 1 1011 4"WIDE J015T "� iU 1 1 1 1 1 1 1 I 1 4 1 TOW.ELEV= D.O. 12 FLUSH p 3 I 1 1 1 " 1 1 1 1 1 1 • 7� I I SEAT.T.O.SEAT > - - - - - 8 411 I I I I 1 '� 61-5 III �� � I i i FDI I ELEV= (-)I'-I " O � -� ®SD UP .' - \ I 1 I 1 2 1 LOOR J015T5 m 1 1 I I 1 1 1 _ I— 14R —==y ---T------- 1---- -- -- -- J HD - �O n n I lL - OG = FDI I = L---, r--------IF--------- -- -- r Hp • 1 a I/2-L I I „\� tri 0 1 1 1 1 1 \ I _ �1 i i I I <V X 2 TD.H. —� .� D.O. /�" n I n I I-10 r r r ti n —1 _ FaEV. =o'-o" ----- --p--------------- - ------------- 5 I/4 x q I/ LOW D. . UNEXGAV. I,- - ?2 UNEXGAV. 2x12 FLO R J015T5 oL — I ■ 1 4"P.G.SLAB M C5 . (6 - 4 P.G.SLAB WITH ® Ib"O.G. ( 10 PG.FOUNDATION WALL o L J ,// LVL 61RIJE1 L. _ J I LAB SEAT i WITH bxb 6 0 N CV ri rni m L" b b,10/10 HAM. I _ I WITH DAMPROOFING ON 20"x 10/10 H.W M.OR FD 1 10 P.G.FOOTING-T.O.H. I FD1 OR FIBERME5H. O J I'-O" ELEY. = 0'-0" 18'-2" S11 /^� i 1 r 1 1 FIBERME5H. r Gn iv MIN.3500 P51 p I 4'-b' 7-6" I 4'-b" I-O I 3-b" 1 8" MIN.3500 P51 Gb X 4 3 I � 1 1 1 " NG. 41_611 11_01 21 all 71_2" � 5,95" I _ I I 3'-2 GONG. a� I 8 FDI B2-5 i #5 GORNER REBAR5 W/ 4'-0" I _ -- -- i i i III 2"x 10" I I LE65 ® MIDPOINT OF ----- - - I 1 I K HD I ----------- --- 5LAB SEAT 11011 - i FOUNDATION WALL $ I'-6" 1 i / ----, 1 - ------- - --- �• z z 3-2 #5 CORNERREBARS W/ 4'-0" 5 I FROM TOP d BOTTTOM. 1 1 I i �'' I i I g I I 11 /, I I I I � 1 I i/i Z cn co d a HD I i \ // I I tf) I I c N L I E66 ® MIDPOINT OF FW-2 I _ J I /, I I I z z z 0 z z • (2)2X12 FLUSH I_ I n _�====f== =�=J �! 1 1 I I 1 I I " z FOUNDATI N WALL i b 8 P.G. FOUNDATION WALL I - I I I 1 I 4 WIDE J015T SEAT. o 0 o Q o o J J w 1 I O 11 01 O 3'�4" 110 1 WITH DAMPROOFIN6 ON 1 u, i 1 u,1 I = TOW.ELEV= (-)I'-I " w w w w > >- T) 7 ¢ -i ::j I FROM TO d BOTTTOM. 1 � .- N w w w w w w w 4"WIDE JOIST °31- ' LO u UP 14R o I i Ib"x 8" DP P.G. FOOTING i i - 1--� ® i� i I w m m 0 SEAT.T.O.5EAT -2x12 F J015T5 p _-_- ELEV= (-)I'-I ' ® 1 11 G UNEXCAVATED TYPIGAL i a i iii i `�' 11 N in IO" 2'-b" 14'-2" v S GARAGE 5LAB I 3 T.O.H.ELEV. = IL 01 u - I I 11 II '4"P.G.SLAB(MIN.3500 P51 CONGA 1 O-0 I III `� 11 2 N REINFORGED WITH bxb,10/10 W.H.M. o i N UNEXCAVATED TYPICAL II FD1 " n t TAMP d FILL TO 95%DENSITY - 5 x Q I/2 LOW 5LOPE 6ARA6E SLAB DOWN 2' N 11 �4"PG 5LAB(MIN.3500 P51 GONGS a1 I b'-111 61_ 1� 1 6'-1" I - a 1'-2" Hp I j REINFORGED HITH bxb,10/10 W.W.M. I I I I r — J R L — J TOWARDS GARAGE DOOR 0 I N •TAMP d FILL TO 95%DENSITY I j l j 1 j 11 I Z 2 12 FL T5 �\i 1 #5LOPE 6ARA57E 5LAB DOHN 2" 1 I I 1 - 1--�+ I I 1 W 14 ® Ib"0. . I TOWARDS GARAGE DOOR I �5 1/4"X a I/ L 1 I I I 4 2 a c� O — CL tl — CD J �J L GIRD I i ��� � i 1 i J FDI 00 Z o `r 1011 21-611 v I I'-8" a' 17'-10" I-0' 1 I 1 W w I T---------�--'- W O w w I 4 � `� r- _J - I - 1 Y6-- I I I > Y TOP OF WALL FDI I I HD 4"WIDE J015T S" P.G. FOUNDATION L i 4-6 i 1 i 1 Z �•I 0 WITH DAMPROOFIN6 ON TOP OF WALL 1 �0 1 1 I I u TYP.BEAM POCKET o 5EAT.T.O.5EAT I �_ II _ 4" Ib"x S" DP P.G. FOOTIN " I - - I I I I WRAP END5 OF GDR W/ `� ELEV= (-)I'-I " DN= -I-2 I - . I I 5; I Iii W n �� = A Ab o i I I I ALUMINUM AT POCKET pst o OR PROVIDE 1/2" AIR '- •I ------ ----- o u ii 5PAGE ALL SIDES ❑ 2x12 FLOOR J015T544 FD1 ® Ib"O.G. = B AB I = HD = I x w O V 2'-D" 2'-b" 2'-b" 0" 11'-4" `t' ID" = 3 4"WIDE J015T 5EAT. i i m A '- TOW.ELEV=(-)I'-I "_ I I I -v FD1 B2-5 1O" I ' l0'-411 Iii 1011 z z — B i i i11 B Z ¢ _ B-5 I I pI B-5 (_� o o con HDHI? zf� I � 2 � � �_ 1 I W �S-�ER .!J q Ib'-O"M.O. I'-8" I'-b1, Ib'-0"M.O. 11_011 HD p 1 HD U Q G 7'-0" 13'-0" Ib'-b" Ib'-b" 9'-4" I2'-011 FD1 Q ' LINE OF FRONT ~ ` ,y-r � Z -I FOUNDATION WALL® 1 LL1 BREAKFAST AREA UNIT 53 cn �, ❑ F e,o �c 0��. UNIT 54 I UNI 5 3 ( 15 ' PORCH) NEW CL 2 HR 5EPERATION MODEL B-2 (MAGNOLIA) MODEL B (JUNIPER) 16 HALL PER UL#336 B NUMBER w 2016021 HD= HOLD DOWN GENERAL GONTRAGTOR5 AND SUBGONTRAGTOR5 TO REVIEW THE5E U) SHEET NUMBER MULTIPLE LVL GIRDER GONNEGTIONS: GON5TRUGTION DOGUMENT5 UPON RECEIPT FROM ARGHITEGT AND UNIT 5 3 UNIT 54. DUET CLUSTER , FOR ALL MULTIPLE LVL GIRDERS, LAG BOLT REPORT ANY AND ALL DISGREPANGIE5 INGLUDIN6 ANY DIMEN51ONAL FOUNDATION PLAN AB= ANGHOR BOLTS® TOGETHER W/ 1/2" BOLT5 @ 2'-0" O.G., 2" MIN, GONFLIGT5, IMMEDIATLEY TO ARGHITEGT FOR GORREGTIVE MEA5URE5 Z GARAGE 5IMP50N FROM TOP I$ BOTTOM, I$ MIN. 4" FROM ENDS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. DIMENSIONS 1/411=11-011 (MODEL B- 15 ) (MODEL B- 2 ) FOUNDATION PLAN STRONG WALLS B2lllll= SHALL BE GALGULATED AND NEVER 5GALED UNLE55 OTHERWISE NOTED. W p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED C 2 HR 5EPERATION (n ^ y WALL PER UL#336 Z W Lu E 2'-0" /A (D 0-1 ) -5--P. 61RD✓J� bxb P.T.P05T WITH 51MP50N - - - - p l0" 5QUARE H646 PERMA 62-5 - - - -0.0.- - - (3)2*-1'.T-611a � 6x6 P.T.POST WITH I # BG52-3/b POST GAP ANCHOR 4 10" SQUARE HB46 PERMA Z V � GA5T COLUMN 46382 W/ I SIMPSON BG52-3/b P05T I 14'-2" 51MP50N ABUbb PO5T BASE GAP ANCHOR 4 51MP50N I SQUARE FLAT GAP 4 BA5E o (NP-p�GOL"5) I✓ o v Ib'-o" CAST COLUMN #46382 W/ O _ cc ABU66 P05T BASE(TYP I I I (OR EQUAL) - CORNER _o I I I SQUARE FLAT GAP 4 U `-d � ALL GOLUMN5) 21-011 I I I-0' COLUMN TO BE PROVIDED 1449" a 2 15'-O" 15'-4" I BASE (OR EQUAL) - Z) U > �' o ALIGN TOP OF `u W/5PLIT KIT I I I ,-� N N CORNER COLUMN TO BE � �_ o� o I I GOVERED TRANSOMS I � �, (2)3016 TR (2)3016 TR I I ° COVERED IWI PROVIDED W/SPLIT KIT Z U C I PORCH (2)3050 DH (2)3050 DH m p >` X M _ I 11N� 0 b'-0"HD HT ® b'-0'HO HT ( I I PORCH Imo) U Q w r> 5'-b" 5'-b" 6'-10" 7'-8" 4'-5" 3'-q" 7'-b" 7'-b" I l'-4" 8'-0" I = Lo _N m w � _ o Iq m LI `r ao XI I D1 I` G w WINDOW (3)30 0 DH I I INI ❑ I � — — - - - � I 2 12 ® b' HD HT I m HD L - - - JL —� — J HD I gOIb TR 6080 5L. L. DR W/ Ib TR (2)2X10 HDR 9 J _ (2)301 Iq DI jo" `' o m (2) O DH DI I i g016 TR (2) IS" 510 LIGHTS 3050 DH (TEMPERED 6L) I Iq 6080 51-6L. DR W/ ® 8'-0"HLl HT I ° Iq _ _ o I I o DI L - - -�J - - - JHD ® b'-0 HD HT ;'� — = DI (2) I8" OELI6HT5 I ROOF TRU55 GIRDER _ _ cv_ ROOF TRU55 GIRDER _ _ e - - - - - - HD 1 ) 1L - - ' J L _ _ _ L �' —� J I I Iq 1 -J- � - (2)2X HDR O O 0 0 - - - - - - - - - I Z —�— —� - �` BIREAKFAST \\ Iq /I/ 0 D - - J - - - 5.25"A 1j"LVL HDR IHD DI p - - - - - - - -� 15" 5L DN b" - - - - 18°5 . F- HD \ DI I/ - 3)2X8 HDR I HD 525" II l/b"LVL HDR " - AREA \� - - - - - - - - 7 - - - - - - - - - - 525"x1111/1 LVL HOR -J 2416 TR 6" 14'-0" 3'-0" 4'-2" 2'-0" 4 I 14'-0" I I'-2" P PT. 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Q 4" 4'_2,. 4" 114'-8.. 6, I 2'-b" w 10" SQUARE HB46 (2)2668 HATCH PERMA GA5T COLUMN I L J BIFOLD ® 1150 q'-0"GEIL z �r #46382 W/SQUARE m DOORS SD -1 ,ybb bb0 10-0 GEILIN6 'v LAUNDRY I U 66e MP,STER © I I xb P.T.POST WITH o FLAT GAP 4 BA5E I - 34 I Iq t- J 5IMP50N BG52-3/6 (OR EQUAL) - (3)2X6 21 "G" ON 14R `r s ®OTDE '1/". 5H AN o I DI 2 o SIMPSON AEHJ6 ANCHOR 4 BATHROOM05T CAP ON I POST BASE(TYP- CORNER GOLUMN TO l J P05T D1 p 4" 3'-10" 4" 3'-4" 4" 10'-4' i-0 m N "5' 14R _ - 3 1/2"x II /8"LOW LYL HDR HD BE PROVIDED 1^L) — �► — — ALL COLUMNS) 5PLIT KIT - - - - - - - - - —_ - = - - _ - - = - - 0 B TUB COVERE rH I'-0" SHWR PAN g"� ADS b"(R-21)BATTS UP IR q'-0"GEIL ® 12'-0"GEIL 1 x m Iq COVERED i x q' o"so. ©1F B TH tip° 5D FOYER 3080 EXT INSUL DR Lu DI _ • " ORCH W/(2) 12° o 5016 TR I�I I PORGY+ I NOTE 5: I_0 13'-3" 4" 4' T, b"; 5'-b" 4" 3._2.. 4" 1_a 6 3_4 I I'-2"51DELI6HT5 w n N 00 I� I I I II'-0"GEILIN6 I- o n co 3080 EXT INSUL DR 2868 ML DR- ¢ N N N ri h ui W/(2) 12" I I r FOYER 2868 INSUL DR- --- _ I o N N ri ri co N 5-4 RATED' W/�F TEMP.6LA55 45 MIN.FIRE � Hp 51DELI6HT5 ry GLO51N6 DEVICE PTN ON 2X4 RATED W/SELF v 3 I/2"x 11,/a"LOW LVL m 2 3'-4" b 1 o'-o" 4 3, 4„ b KNEE WALL OL051NC DEVIGE GL o e� - - - 1q a 12"SQUARE HB46 6x6 P.T.P05T WITH I G02 - (4)2x6 P05T PERMA CAST 51MP50N BG52-3/b POST HD _ — N �b GAP ANCHOR 4 51MP50N & - - - - - - - b"(R-21)BATT5 _ 4" 1'-0' 4" I b'_4" DI _4'I 6" p_2 COLUMN W/SQUARE ABUbb POST BASE(TYP TWO GAR 6ARAOE FLAT GAP 4 BASE _ z m ALL COLUMNS) o r �` `t *4'P.G.SLAB(MIN.3500 P51 GONG) 4068 BI-PAST ® r-- (OR EQUAL) - g z Iq �wc � 5D TWO GAR 6ARA6E = ARA6E SLAG DOWN _ z z z o z z Z N cn ® REINFORCED WITH bxb,10/10 W.W.M. SD I I I CORNER COLUMN TO vi Z U)Lcn a G�L. * o *5LOPE 6 2' z o I BE PROVIDED W/ 0 0 0 p o o w © s 4 P.G.SLAB(MIN.3500 P51 GONG TOWARDS 6ARA6E DOOR L--J Q g I- u� 'z " " REINFORCED WITH bxb,10/10 W.W.M. N * 4, N i 5PLIT KIT > > > w > > a N j 3030 AWN 6 b-6 EF 4 4-b 4 3'-4" 6 0 j"TYPE'X'6YP BD ON 6ARA6E " *SLOPE GARAGE SLAB DOWN 2" WALL5 4 GEILIN6 00 00 w m m U ® 8-0HD HT 10'-0"GEILIN6 �'u6 `� TOWARD5 5ARA6E DOOR o * . zo 8 * "TYPE°X'GYP BD ON GARAGE TYPE'X'GYP BD ON INT OF LIVING - 10-D EIL I 3010 TR BATH #2 0 SPADE COMMON WALLS TO GARAGE WALL5 4 GEILIN6 N 5 I KITG EN I 1 ® 8'-0"HD HT o • g - *}"TYPE"X'6YP BD ON INT OF LIVING FW-2 10'-0"GEIL I �- -I 3030 CSMT N HD �bbg7 5PAGE COMMON WALL5 TO GARAGE DEN/ BEDROO #2 I F- I co Ib'-2" b' ' 8'-l0" I'-6" 4qb"ENERGY NOTES2 GL I I o 6"(R-21)BATT5 20 I I O cn Z - ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ECCCNYS 'L 1q REF 12 N W P- - — — = U RESIDENTIAL PROVISIONS. BEDRW-DOOM #2 p DI DI 61, 8'-l0" 6 II'-0"I i ' "\ DI O m 0 - SEE SHEET T-2 ENERGY CODE NOTES 14 1101.10.1.1 - N 1104.1 HD - Iq 12'-O° b" -4 r DI Ia'-o" Ib010 OH DR 20 i I I j a Y m a - - - - _ _ _ 0 DI GATHED*AL EIL I I I (3)2810 TR v o Ho 5 1/4"x I6"LVL HDR HD I L J 16070 OH OR 4" I 4 4 - BREAKF,°k5T AREA ® a'-0'HD Hr z 2020 NY5RG- 62427.8 (503.8) i 0 — - — _— — _— — _— — _— — _ 0 (2)2x10 HDR I I I I " `� `� (3)2850 DH O q T' 5 I/4"x I6"LVL HDR HD }{p f 1( - - 1 N W u VENTING 5Y5TEM TERMINATION LOCATION_ i— HD F I F/2I I - L - - - JL - - J 12 0 THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF D/21 0/21 DI DI I I^ L- -I O 10,000 BTU PER HOUR(3KW)OR LE%SHALL BE LOCATED AT LEA5T o Dl DIb DI I F- - I ❑ b"FROM ANY AIR OPENING INTO A BUILC>IN6,AND SUCH AN 62-1. �- � I-b 161-011R.O. 4-II 4l-5" I I-pi 6 � CD APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE IN5TALLEO WITH A q INCH 4" 2 DI I'-0" B (2)3010 TR I I I B "' VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT Hp SEAT Hp FW FW-2 u, g-5 a'-0"HD HT I L J B-5 F OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT _ (2)3050 DH _ j TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND -' (2)2X10 HDR THE AIR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. - - - - )2XSHDR z m z w F - --=� �F - - - � - - 1q HD �- - - �� - - � - - --� HD Z � ¢ v n2 5016-TR Iq 2, D1 �L JL- - - JL- _JJ U o RED U) DI (2)3050 DH DI A 62-5 (3)2810 TR Iq W !�, F3ERTc C;S, " ® 8'-0'HD HT DI D ® 8-0HD HT 1 . 2020 NY5RG- R312.2.1 6" 4'-0" 4'-0" 2'-b" 1_o Ib'-0"R.O. I'-8" b'-o" (3)2850 DH b'-o" U z� :v-r, 4- 2' Cit IN DWELLING UNIT5,WHERE THE TOP OF THE 51H OF AN OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24"ABOVE THE FIN15HED -�' { FLOOR AND GREATER THAN 12"ABOVE THE FIN15HED 6RADE OR 7r ri 2-0 2-6 2-b 21-b" 18-8 18-6 q'-4" 12-0 ` .PI.�- OTHER 5URFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE 38'-b" 40'-O U OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: ° �� o? t `� *OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER 5PHERE TO C/) 0 PA55 THROUGH THE OPENING IN ITT GOLLY T OPENED P051TIOO UNIT 5 Z FLOOR PLAN UNIT 5 3 ( 15 ' PORCH) FLOOR PLAN *FALL PREVENTION DEVICES THAT GONPLY WITH ASTM F 20g0 ❑ (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY MODEL B-2 (MAGNOLIA) 1/4"=1'-0" - _ MODEL B (JUNIPER). ' "OPEN,SifALL NOT REDUCE THE NET GLEA,R OPENING AREA OF THE LIVINGAREA' 1,5QQ 5Q. FT. � 2 HR SEPERATION 1/4 =1 -0WINDOW UNIT TO RE THAN E SQUARE FEET. WALL PER UL#336 LIVING AREA= 1,aO 5Q. FT. �o NUMBER GARAGE AREA- 3?15Q. FT. GARAGE AREA= 380 50. FT. COVERED PORCH AREA= 250 50. FT. COVERED PORCH AREA= 24150. FT. w 2016-023 NOTE R: ONE CARBON MONOXIDE ALARM IN NEW ONE NOTE "5": EF =ExHAusr FAN: GENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO REVIEW THE5E SHEET NUMBER AND TWO-FAMILY DWELLINGS,TOWNHOU5E5 STAIR MANUFACTURER To MULTIPLE LVL OIRDER GONNEGTION5: 5o GFM INTERMITTENT OR NOTE "V"' GON5TRUGTION DOGUMENT5 UPON RECEIPT FROM ARGHITEGT AND UNIT 5 3 UNIT 5 4 DUET CLUSTER Q PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN GROUP R-2 DE516N 5TAIR5 TO MEET ALL © 20 GFM GONTINUOU5 *ALL DRYERS TO BE VENTED a NOTE' APPLIGA13LE GOOE5 AND To FOR ALL MULTIPLE LVL 61RDER5, LA6 BOLT TO OUT51DE AIR PER CODE REPORT ANY AND ALL D15GREPANGIE5 INGLUDIN6 ANY DIMEN51ONAL ALL WINDOW5 SHALL BE TRU55E5 W/ 12 MIN. HEEL BUILDINGS(CONDOS 4 GO-0P5)AND UNITS REPORT ANY DI5GREPENGIE5 * GONFLIGT5, IMMEDIATLEY TO ARGHITFGT FOR GORREGTIVE MEASURES z B2 � 3 HE16HT5 N.O.N.) 0 24" O.G. OFFERED FOR SALE IN THE IMMEDIATE TOGETHER W/ I/2 BOLTS © 2-0 O.G. 2 MIN Got CARBON MONOXIDE ALL WASHER TO BE (MODEL B- 15 ) (MODEL B- 2 ) FLOOR PLAN " F ANDERSEN 200 SERIES ©= TEMPERED VICINITY OF BEDROOMS,ON THE LOWEST AND CONFLICTS TO THE ® DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO GONSTRUGTION. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL DE510NED BY TRU55 ENGINEER GLAZING ARCHITECT PRIOR TO STAIR FROM TOP I$ BOTTOM, 4 MIN. 4 FROM ENDS FLOOR LEVEL CONTAINING BEOROOM5. FABRICATION. �D 5MOKE DETECTOR BE GALGULATED AND NEVER 5GALED UNLE55 OTHERN15E NOTED. w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I6-2"GABLE WIDTH U) WOOD ROOF TRUSS SPECIFICATIONS: bxb P.T.P05T WITH ^ ' INSTALL ICE d WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO o 0 51MP50N BG52-3/b P05T 18'-0"GABLE WIDTH 11-_ V/ MANUFAGTURER'5 5PEGIFIGATION5 TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED GAP ANCHOR 4 51MP50N w PRODUGT WARRANTY AS THE ROOF FRAMING MEMBERS. _ bALL GoUMNS�E(TMP ° o = a NOTE: ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING - - - - - - - APPLY IGE 4 WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DEGK LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN —D0^ (3)-2XS P-.TA �r - - - - - --r�-1� V a- a> AND MEMBRANE ARE AT TEMPERATURES OF 40°F (5°G) OR HIGHER. ' LL A Z o PER SECTION 1605.3 OF THE BUILDING CODE. 11'-0" PL HT. II'-0" PL HT. I ' I O PRE-ENGINEERED ROOF I I I q 2 HR 5EPERATION I ' I I I I U -� 5 o TRUS5E5 PER TRU55 MANUF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE " 12 12 I NOTE: T WALL PER UL#33b ( I I � U •> STRESS DESIGN: I-O 9 a I-° I 5EE DETAIL I/FW-2 I aC ' 1 w N o D (EQUATION 16-8 OH. I I OH. ROOF TRU55 DESIGNER TO I I�,I I w I ;� N >: 11-0 PL HT. a3 z _ 51MPSON SlRON6 TIE D + L (EQUATION 16-9) No "R" ,� ADJU5T HEEL HEIGHT FOR + 12" HEEL HT. I I°-��I I R I z 0 L 5 'i Lo Qcn•- rn MT5 5TRAPPIN6(LEN6TH5 VARY) D + S (EQUATION 16-10) IF) � ROOFS TO BE FLU5H I ��� ' 1 ov Q w c M CONTINUOUS WALL 5HEATHIN6 TO D + .6W (EQUATION 16-12) INI I N TOP OF TRU55 HEEL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) �� I 'N I 1 I I�, ❑ U M 0D m p= I m1 I m `'' \ NI I I o 11'-0" PL HT. I " HEEL HEIGHT VARIES-SEE TRU55 DRAWINGS Fly D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = x, I - VERIFY �L I-0" I NO R I 1+ I�" PHEEL HT. ACTUAL HEEL HE16HT5 LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL m HEIGHTS a 2 BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 ' I L - - - - - - loo" ALIGN FA5GIA5 ALIGN FASCIAS I ' I I I OH. OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND i 11 1 I , I - -� 112 Ll I- 12 SPEED (101 MPH BASIC DESIGN WIND SPEED) IN I NOTE "R" ( B-4 11'-0" PL HT. I 1 `►I— —I q I ' 12 EXPOSURE CATEGORY B. I / o °o + 12" HEEL HT ' - - - - - T - - VARIE5 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE I ROOF TRU55 GIRDER _ ROOF RU55 61RDER _ FOLLOWING DESIGN LOADS: p TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND I F_ I I I- - - - - - F- LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD I I I U UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 — CUTTER �� PSF, BCLL=1 OPSF, AND BCDL = 10 PSF. PROVIDE ,/ ///// ///j = I I a F 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE I z12 Z j//jI /j .� I I o I I I I U) NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. '�' q /////// / / / 0 1 1 I e"FA50A BD E32-4 I ( I O TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD 12 DEFLECTION OF THE LESSER OF L/360 OR .75°. q o , /////j / // / /, I O Ln ILL TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO Zn � v rn VENTED VINYL SOFFIT ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR I F I' �,� + I / / �{ /j//j/, I 1 1 I r �-_ Z Qj�TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL I BUJ I B BERI W TRAY GEIL. / // / ' /; F INCLUDE THE FOLLOWING INFORMATION: L-�Q N� ROOF VENT5 1. DEPTH SLOPE IF ANY , SPAN, AND SPACING. I I I 6 W 2. LOCATION OF ALL JOINTS. oH. ROOFS �F 3. REQUIRED BEARING WIDTHS. LEADER TO DRYWELL- TYP 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. 4.2. TOP CHORD DEAD LOAD. 4.3. BOTTOM CHORD LIVE LOAD. I I - - j j j j j%j/ // I I I ❑ 1 i ❑ I I - ~ �� 4.4. BOTTOM CHORD DEAD LOAD. — // '� I 1 I �- - O 4.5. CONCENTRATED LOADS AND THEIR POINTS OF FLUSHrOF5 �+ APPLICATION. HATCHED AREA INDIGATES // 4.6. CONTROLLING WIND LOADS. �� LOCATION OF FIRE RATED ROOF / /�/ I I I I w 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR cd WALL SHEATHING,4-0 FROM / ,� I I1 DESIGN VALUES FOR CONDITIONS OF USE. IAco DETAIL —� 6. EACH REACTION FORCE AND DIRECTION. , NOT TO SCALE 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, s / ,��/, � r I ❑ THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION I _ — s // //j// �/j// // --'� n J�_ I I I O B2 -4 �— , ,, / Y ,�� 1 1 �- I 1 II 2 PL HT. OF EACH JOINT CONNECTOR EXCEPT WHERE o I // // // // ,�. �� + 12" HEEL HT. SYMMETRICALLY �� I�o' LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 „ " I� RIDGES TO I I I I I I r ) GA MIN THICKNESS GRADE A GALVANIZED STEEL ,NOTE "R" j I I ALIG�1 I V IN5TALL HALF OF o FA5TENER5® EACH o PLATES. I TRU RIDGE W/VENT END OF 5TRAP 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH 12 I I / - �II �q MEMBER. III U) 9. CONNECTION REQUIREMENTS FOR TRUSS TO - o, GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD II'-0" PL HT. I �O (� // j /�/j j/j j j, I I 1 1 I ( I ALI6N FA5GIA5 Z U SPLICES. / / / //// //i I I I I 1 ROOF VENT5 I I I w — 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. „ 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS 'P� /// /// /////// - - - J II 11'-0PL HT. MEMBERS. /� S ///j/// / ////� I I o I - - - I I I + 12" HEEL HT. U / /// �// //�- - -1 L - - - - - J L - �I I 5�v1P50N, 12. REQUIRED PERMANENT TRUSS MEMBER BRACING ( �- , // /// �7`/ I ❑ o ° ° -re ru LOCATIONS. // //// —I l OH. (3)' POST Al ��_ —� ///j/// Ib �`\ 1 1 1 ® * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH 12XI5 _ j //,� I ° ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND I - vv 1--- SIMP50N5TRON6TIE MANUFACTURE OF METAL-PLATE-CONNECTED WOOD -1 I —� //j//j/ //L///1_,I J J J __j __j __j __j __j _j - I MTS 5TRAPPIN6 - - - - - - - - J - - - - - - p Sy I1 IOR TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS T� 14-I0a DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY ' �j0 _� (TOTAU A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF ,�, — NEW YORK. I I I__ �.� NL I — `- — i'i //////� /I i I I II 12 1 / � � � * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, �' ' j///j' /�I I/j/ j// '` 1 \� I I I _� � o ,� N N // // ////j/ 1 1 \ 11 �, 1 I 7 N OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND -L / / / / G I o N N M M fD U5E IN GOMBINATION ONLY DETAIL 2 RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. cpI I I v I 'n / j// j/ j� ` I I I SS * XI I 12 I o 12 - /////j j V j///%/� q i� - - - C(z�) WHEN 5TUD5 AND-RAFTER5 TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH , I +/- II a I I THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT m / / // /// NOT TO SCALE _ //i/ / /; - - - - - - � - - - - - - - -L �_ DO NOT ALIGN WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING bxb P.T.P05T- 2 B4I ASSEMBLY TO INSURE TIGHT FITTING JOINTS. WITH 51MP50NI<�)-I I * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER BG52-3/b / / �e - __ _ J I I ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. POST GAP Tt -C- �- _ - - - j%/j// /j - J I I I 1 1 I _ z Z THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND ANCHOR 3 / 11 I ( 1 1 1 I Q o a g METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR 51MP5oN o I /////j/ ///////� ,�' I 1- -� I� I �1 II'-0" PL HT. z z z o z z c N ABU6b POST ///// // ////// 1 z SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN I'_o" '/ // // // /• I ' v- II L �I + 12" HEEL H7 0 0 0 � o O g 1- w BA5E(TVP- I I I // // // // III 1 Fn Fn 75 ¢ � -_--- DESIGNED AND INSTALLED TO PREVENT ROTATION AND OH. > ° Q u ALL COLUMNS) / - ///// // 1 II 4 I W W W J W W N J PROVIDE LATERAL STABILITY IN ACCORDANCE WITH / j// I I I[(-—1� w w w w m m 0 ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA °° II III 51DEWALL ABOVE BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE 1 I-0" PL HT. LOWER ROOF — TO GOOD PRACTICE FOR HANDLING, INSTALLING & e ' / / /// , N I I I o BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. — 1� GS // // /// // _L vJ PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS _NN L OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN NOTE: INTER5EGTIN6 ROOFS 2 HR FIREWALL BELOW ROOF - _ I ,� ON TRUSS DRAWINGS. 4 0 " • / / / / ////' CARRY TO UNDER5IDE OF _ NOTE R I I " WEAVE ROOF 5HIN6LE5 AT * TRUSS 20-3 HIP PL HT DRILLED, SPLICEDSORHOTHERWISE ALTERED NOTCHED, ANY WAY " I.O __— __— —_ — _ __ —— __— _i_ __ ___ — / HIGHEST ROOF SHEATHING - III-011 PL HT. „ INTERSECTION OVER ICE SHIELD I � — T/ / / /// /, �/ I I I I I I I Z MEMBRANE - CARRY MEMBRANE MIN. 24" WITHOUT THE APPROVAL OF A REGISTERED DESIGN oH. I /j/ /j/////' I 1 I w OUT IN ALL DIREGTION5 OF I PROFESSIONAL. _ = z i////// I/i/////// F — — �— — — — — — 1 I N II i— o o /// // /// /// F- -I a INTERSECTION I I - L * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS L- -�Q, ,z>y, NL j///j// ///j///� I0 "R, I O m Z AND METHODS OF ERECTING THE TRUSSES. THE lo' o"HIP WIDTH ;////�/ / /// o ;Z I w Q CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY r // � //j///j 1 II > �'-'� Y Lu< BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE 8 cfPL HT. 12 12 ANDERSEN 2446 DH ////// /� / - 9 �— 1 III Q = a _ I INSTILLATION OF THE TRUSSES. W- 1--1 IN GABLE END WL � /// /// // - I 12 0 � (L ABOVE FLOOR 10.53 NL 10.53 RO: 2'-4"X 4'-b" + ///%/// // ////� �_o I '�q _ Z N I I I ROOF TRU55 / / 10'-0" 01 HEEL HT. w V I I I HIP RAFTER, z �� 2'-�" y�� o //j j/ j/ I I-0PL HT. OH. SIMPSON HGP HIP SEE PLAN °H. v� SGS I N ////// /I 12" HEEL HT o o I I 200" ❑ GORNER TIE pv NO "R" S - - I -q 11'-0"PL HT. 10'-0" PL HT. 2'-0" 1 I NOTE "R" I w < + 12 HEEL HT. 51DEWALL ABOVE LOWER �" 12 12 I'-o" B OH. I I 12 III B 0 ROOF o III-011 PL HT. 10.531— 10.53 OH. B-5 I q B-5 m I q-0 FRONT GARAGE z o _ _ I — WALL PL HT. ABOVE " 1 - — - - _ - 6i b" o FIRST FLOOR 10-0 PL HT. L - -�== - - -=�- - Z a ----__-__ - o off ry o OH o + 12" HEEL HT. CO o k2) TRU55 RIDGE W/VENT I o w G�5 ERED q\ ot3ERrAj �y cy� gin_ F� UNIT 5 4 C 2 HR 5EPERATION U IT 1 ' P U `na A . EXTERIOR OR WALL ,4 I WALL PER UL#336 N 5 3 ( 5 ORCH) M ROOF WEAVE DETAIL 3 AREA OF ONE ROOF TOP J� D Af. } TOY- PLATE I I I I- BUILT OVER ANOTHER MODEL B-2 (MAGNOLIA) 62 5 DETAIL I/FW-2 MODEL B (JUNIPER) ❑ 'Q� ,�o� NW DETAIL NOT TO SCALE B2 -41 GONNEGTI ON 2 -L� F OB NUMBER CUTTER5 I LEADERS NOTE R: 2016023 INSTALL ICE AND NOTE 5: PRE-ENGINEERED ROOF UNIT 5 3 UNIT 5 4 ALL GUTTERS $ LEADERS SHALL BE BAKED WHITE ALUMINUM .032 NOTED: DUET CLUSTER w WATER SHIELD PER � SHEET NUMBER MIN. GAUGE, GUTTERS 5HALL BE 5" 5EAMLE55, O.G. 5TYLE W/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED 5G155OR TRU55E5 W/ 12" MIN. HEEL ROOF PLAN Q MANUFACTURE'S ROOF TRU55E5 @ 24" O.G. HEIGHTS (U.O.N.) @ 24" O.G. a RELATED � REQUIRED AGGE550RIE5. LEADERS 5HALL BE MIN. ROOF TRUSSES ® 24 D.G. SPECIFICATIONS TO (MODEL B- 15 ) (MODEL B - 2 ) ROOF PLAN 2"0', .027 GW/AUGE CLIPS 4 ANCHORS. CAULK $ SEAL ALL DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 1/4 =1 -0 Z JOINT5. PITCH 6UTTER5 MIN. 1/8 /FT. PROVIDE P.Y.G. REGEPTORS MAINTAIN PRODUCT O WARRANTY EN6INEERco B 2 � 4 8" ABOVE GRADE TO RECEIVE LEADERS (GL05ED GAP DE516N). w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I DESIGN �®o ���� SECURE ROOF SHEATHING TO G-RUNNER TRACK 2020 NYSBG SECTION 106b-EXCEPTION 4: 48" MIN 48" MIN U) 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY TERMINATE OPTION#2 II­_ W AT UNDERSIDE ROOF 5HEATHIN6 IF FIRE RETARDANT TREATED 2020 NY5Bc 5EGTION 5HEATHIN6 15 IN5TALLED FOR A D15TANE OF 4'-0"ON BOTH 51DE5 LL 706.6-EXCEPTION 4: 2"G-RUNNER TRAGK2"-CAULK FOR OPTION#I E WALL RATING - 2 HR, CL SMOKE TIGHT JOINT OVER � � 3 OF 2 HOUR FIRE RATED RESISTANCE WAA55EMBLY 2 HOUR FIRE RATED RESISTANCE U � ]FINISH RATING - 120 MIN. WALL ASSEMBLY MAY TERMINATE AT METAL EDGE FLA5HING STC RATING - 61 (SEE ITEM 7) 48" 48" THE UNDER51DE OF ROOF NONRATED OPTION#2 p �� 0 5HEATHIN6 PROVIDED THE ROOF 15 5EGURE WALL 5HEATHIN6 TO V PROTECTED WITH 5/S"TYPE "X" G-RUNNER TRACK TYPIGAL ROOFING Z � 5 N 6YP5UM BOARD DIRECTLY BENEATH ROOF TRU55 rn U 7X THE UNDER51DE OF ROOF 5HEATHIN6 UX� X �"� -�-"AND 15 SUPPORTED BY 2'LEDGERS D ` ■� > r rn ATTACHED TO THE SIDES OF ROOF RAKE BOARD -TVP N} �r,*, �.._� 2' H STUD TRACK AND OPTION 2 - --- - --- - _--_ •- rn T T---- ------T (� u� f^ r �-<' FRAMING FOR A MINIMUM OF _ - -- T � Z # TYPICAL 510M r G U K FOR SMOKE TI�H DISTANCE OF 4 0 ON BOTH SIDES x x Z .E,.�.,..; t,,,.:....,.,.,,.,,rrrrr.............. .. RE515TANGE 4,-0%OF 2 21"VERTICALLY d 12"IHORIZONTALLY � "' m - - I--- .�.................._.,.....,.. ,......,..........,,�,.,....,_ w.... ....__._... ;--..... .. -- -_ SHEATHING ❑ o0 -- TUDS CONTINUED TO UNDE IDE WALL A55EMBLY ALLOW .........-•---- t�r~_. .....� µ---- T __ HOUR OPENIFIRE IRATID RESISN ROOF ITANGE WALLU C� " __ OFR ROOF ,� i 7FOR4 2x4 LEDGERS W/ co Ala .. E,-_`•` ASSEMBLY EACH SIDE.MINIMUM .:�•1 �> �x : '.; ,� ` ... :� kms; i OPT.#2(IYP� m AI SPACE EA SID GLA55 B ROOF SHINGLE TO BE % ._ "►_ _.i INSTALLED 2x2 x2 y2 LONG a063 U56 ALUMINUM REATED PLYWOOD 5HT6 BREAKAWAY GLIPS............ f :" Ry4Y: . OUT IF LOWER ROOF 15 • GYP. BO. OR MINERAL %WOOL FIRE BLOGKI 0 BELOW HIGHER ROOF �THI 6 TOFING ASW CLIPS OR .0�3 USCF -----------� -- -------- BREAKAWAY CLIPS o `, N ) iRA� � T A 3 I/2" (R-13 BATT --- _- - -- - 063 usG ALUMINUM Z ALUM ANGLE CLIPS x� Lx x� "' AIR SPACE ~ DOUBLE H-STUD TRACK I"AIR 5PAGE I"AIR 5PAGE U -�• 41 r"`� SCREWED BACK TO BAGK j 2 _ 3 : (2)PIEGE5 6.P.TOU K I"FIREGUARD " TYPE X 5HAFTLINER, +� BOARD5 W FIBER6 FIN15H ON BOTH DOUBLE H-STUD TRACK SCREWED FILL I" CAVITY AT FLOORS AND TER PROOF I/2 Orn•BD Z -------Li I_�__»_•.wwwww____w_�. wwwwwww_ww.3 _ ww_ww --- __, __w_____.�.. BACK To BACK CEILING GYP. BOARD OR MINERAL ..._.. ............................... ........-- ---- ......,. ,. �. ...{.... ,...;.,r. .�.... ',�.—- ;�.,.�._.. . ...........- �.;.. - -- "� SIDES AND EDGES i O WOOL FIRE 13LOGKINO U .,��. I U;ti titi!�;=ti.. ;✓ 'i I" AIR 5PAGE ................................` _ ......................._F ..�.....,..... . .. '`� ............ 1`_'1.......... O .: 4 _ , 2% �jLL ....... :...................... Ln ..................................._..... :::::.M. Y_v- —.......:.. ............_..,_._ .....::. . . I" Il-STUD TRACK �.. •.._� _,�,__ _,-, 2 PIECES G P TDU6HROGK ~O ._ ... s - ..- FIREGUARD TYPE "X" 5HAFTLINER n 'l ,:. WATER PROOF BOARDS W/ 4 ti p,;Y -„�, - :; t 2x4 P.T. 51LL PLATE l Tm - ;,� FIBER&LA55 FIN15H ON BOTH 51DE5 - El Z v v J -. ........... .v....:�t :v.v.,,,;., ..--.... r..... AND EDGES F I R5T FLOOR w 3:'4" AIR PACE' `.f... ��• �r ''. � �`� 4" T -- -- � .......----._... ` %r � 3/ d 6 OSB 5UBFLOOR- GLUED i OPTION#1 ,,-..•., � ,� � - =i ,.;c,., RIM J015T PER FLR J015T MANUF. 4 ti 5GREWED - RUN _ 2020 NYSBG SECTION 106.6-EXGEPTIOIN 4: CONTINUOUS BETWEEN '~ J015T5 PER PLAN FILL I"CAVITY AT FLOOR5 AND GEILING W/ ROOF TRUss 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY CONFIGURATION F. PLATES AT EXTERIOR = GYP.BOARD OR MINERAL WOOL FIRE TERMINATE AT UNDER51DE ROOF 5HEATHING IF FIRE RETARDANT = WALL ; '. (2) 2x4 P.T. SILL PLATE BLOCKING .0(03 U56 BREAKAKAY CLIPS BOTH DE5 OF 2INUM TREATED INHOUR FIRE RATED 6 15 IN5TALLEP FRE515 AN EOR 0NWALL A55EMBLY O •� ]:,% ()SED T() '1�:tk FRIT N1 ii?•FTITIER IDE 1.4" (R-13)CL05ED CELL SPRAY FOAM IN5UL i",P ANCHOR BOLT5(14" LONG + OPTION#2 W h� �-L•� AIR S1rr'�C � �...,, AIR SPACE .....>.........^; �.,..._-_----_ AIR �iPr'k(-,E ALONG INSIDE FACE OF FND.WALL5-FULL HT 3" HOOK,8"MIN EMBEDMENT) OR 2020 NYSBG 5EGTION 106/o-EXCEPTION 4: � i = 1 OR DRAPED BLANKET INSULATION ° a. = ADHESIVE ANCHORS W/3"X3"X�4" 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY TERMINATE AT -;.;x ____- ._ - '`:. : • :s Y"' 2 HR FIRE RESISTANCE THE UNDERSIDE OF ROOF NON-RATED 5+EATHIN6 PROVIDED THE ROOF m i,. +;i.. :> WASfiER PL 9 24 0/G. % . --- r 15 PROTECTED WITH 5/8 TYPE X 6YP5UM BOARD DIRECTLY BENEATH T (I)#4 HORIZ.REBAR a a 1//+, ,.f ;, ? '''`-„ ;'y ♦ , ,�ti f j t;, I „ }� THE UNDER51DE OF ROOF 5HEATHING AND 15 SUPPORTED BY 2 ,' J :%; ; r' . ,,• ,: ?; ;; , ;`;;"; - , (I)#4 HORIZ.REBAR® MID l� RATED WALL ASSEMBLY DETAIL LEDGERS ATTACHED TO THE SIDES OF(ROOF FRAMING FOR A MINIMUM ° O r�tkfi BASEMENT 4 I:`., ' �k,+ . , `�`•' `} �+/:, ;i,: ;`,'•• ":r- HEIGHT OF WALL STORY ° OF D15TANE OF 4'-0"ON BOTH 51DE5 OF 2 HOUR FIRE RATED SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS y a FW2 4'-0"OF 2 HOUR FIRE RATED RESISTANCE WALL A55EMBLY EACH , 'fi+ •� ;; ' ! ;'1' �'^;_ r N.T.S. RESISTANCE WALL A55EMBLY.ALLOW NO OPENINGS IN ROOF WITHIN c ) SIDE.MINIMUM GLA55 B ROOF 5HIN6LE TO BE INSTALLED. �+ 12" FOUNDATION WALL ON 24"x12" TYPICAL BP,SEMENT SLAB i _;-_ f;;,'��` i ,r;'� ��,�;; ';• P.G. FOOTING ^ 4'P.G.5LA13(MIN.2500 P51 [� • \; • ., :`�L:::-:.... �' �{ ,• ', ,, ti 3 ° 006 MIL PCLYET}�LENE 5TG RAT I NCS ¢ `-Zh t , 2020 NYSBG SECTION lObb EXCEPTION 4 (!) r r 1 r ��'� r� i j }; , ;' i' Q VAPOR BARRIER (— ,�,� OPTION I �, 1, �� - t••mac, , Z : TAMP FILLTO 9555 DENSITY (F ,,�l •� : .-` -�yy ti a f: . 1 USG BROCHURE 5A100 IRE RESISTANT )5, ' fes, a n ` 2 HOUR FIRE RATED RE515TANGE HALL A55EMBLY MAY TERMINATE AT OPTION#2 r , _. r ° e A55EMBLIE5) V k..;• : f;,. ° a UNDER510E ROOF 5HEATHIN6 IF FIRE RETARDANT TREATED 5HEATHING Z f .--" I i;; �_ , : f ,: ° a 2020 NYSBG 5EGTION 1106.6-EXCEPTION 4: : :r;) r. x, ti #''" a a PAGE 22 (AREA SEPARATION WALL " W 'w.,; ; •-. <; , ° 15 IN5TALLED FOR A D15TANGE OF 4-0 ON BOTH 51DE5 OF 2 HOUR . .:u.A.rSYSTEMS) FIRE RATED RESISTANCE WALL A55EMBLY 2 HOUR FIRE RATED RE515TANGE HAL a TEST#UL DE5 U341 A55EMBLY MAY TERMINATE AT THE ..�,_CIhl1!1.A_.1 IsE• ::1'LIDINLh1 a UNDER510E OF ROOF NON-RATED O EC' ' }N .. t - - 48" 4b° 5HEATHIN6 PROVIDED THE ROOF 15 HORIZONTAL #4 a AGOU5TIGAL PERFORMANCE = 5TG 60 PROTECTED WITH 5/8" TYPE "X"6YP5UM o a TEST#RAL-TL-88-350 BOARD DIRECTLY BENEATH THE UNDER51PE OF ROOF BASED ON 2x4 FRAME WITH MIN. 3° SUPPORTED BY 2"LEDC�ERSTMA ACHED TO AD 15 MINERAL WOOL BATT AT EACH 510E Ix XX SEPARATION WALL: (Max Height - 66 ft) THE SIDES OF ROOF FRAMING FOR A 2 HR FIRE RESISTANCE 5EGTION 1206.3 OF 2020 NY5BG- WALL5, I MINIMUM OF DISTANCE OF 4'-0"ON BOTH PARTITIONS AND FLODR/GEILING 2 H 5TUD TRACK AN L 51DE5 OF 2 HOUR FIRE RATED RE515TANGE I. Floor, Intermediate or Top Wall -- 2 in. wide channel shaped with I in. long Ieg5 formed from No. 25 M56 gain steel, secured with Suitable A55EMBLIE5 5EPARATIN6 DWELLING GZ-K FOR SMOKE T16HI OPTI N #2 yLL A55EMBLY.ALLOW NO OPENINGS IN fasteners spaced 24 in. OG. RATED WALL ASSEMBLY DETAIL I UNITS FROM EACH OTHER OR FROM J�I T OVER ROOF WITHIN 4'-0'OF 2 HOUR FIRE RATED 2. Metal Studs -- Steel members formed from No. 25 M56 gals steel having "H" -shaped flanged Spaced 24 in. OG; overall depth 2 in. and PUBLIC OR SERVICE AREA5 SHALL HAVE 2x4 TUDs GONTINu>=D ro UN�10E ROOF 5E5® 241. 'O.G. RESISTANCE WALL A55EMBLY EACH SIDE. N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS Fl A 5TG OF 50 OR MORE. R OF SHEATHING MINIMUM CLA55 B ROOF SHINGLE TO BE w `r r ,, N flange width 1-3/S in. INSTALLED. M o CN co Ui 3. 6yp5um Board* -- Two layers of I in. thick gypsum board liner pane 15, 5uppiied in nom 24 in. widths. Vertical edges of panels friction fitted USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED 5TG=60 I" AI 5PAGE EA. 510 1 o N N M M into "H" -Shaped 5tud5. TEST #RAL-TL-88-350; STC = 60 G6G INC, -- Type 5LX. TYPIGAL FRAME WALLS (2)PIECES G.P.TOUGHROGK I" UNITED STATES 6YP5UM GO -- Type 5LX FIREGUARD TYPE "x°SHAFTLINER, GYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type, 5LX. UNRATED WATER PROOF BOAR05 W/ WOOL FIRE BLOCKI g z WINDOW ✓ FIBER6LA55 FIN15H ON 130TH 51DE5 AND EDGES ASW CLIPS OR 003 USCF Z a a- PROTECTED WALL: (Bearing or Nonbearing Wall) — ALUM ANGLE CLIPS o 0 0 ° o o g 2 HOUR FIRE RATED RE515TANGE AIR SPACE Q 4. Wood Stud5 -- Nom 2 by 4 in. max spacing 24 in. OG. 5tud5 Gro55 braced at mid-height where nece55ary for clip attachment. Min 3/4 in. - HALL ASSEMBLY SHowN HATCHED DOUBLE H-STUD TRACK W W W � W W a N SCREWED BAGK TO BACK � W � of m 00 U separation between wood framing and fire 5eparation wall. 4A. 5teel 5tud5 -- (A5 an alternate to Item 4, not 5hown) -- For Bearing Wail Rating - Gorro5ion protected 5teel 5tud5, min No. 20 M56 2o20NYMc-ro65WRIZorn-ALCOMNUUr: DOUBLE H-5TUD TRACK 5GREWED FILL I" CAVITY AT FLOORS ANDFIRE N (0.032q in., min bare metal thickne55) Steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) gaiv 5teel or No. 20 M55 (0.033 in. thick) EXTERIOR ��GONT1N10151�ON1 BACK TO BACK CEILING W/GYP. BOARD OR MINERAL exT�ioR r;au..TO Fxr�torz rtAlt. primed 5teel, cold formed, Shall be, de5igned in accordance with the current edition of the Specification for the De5ign of Gold-Formed Steel N I" AIR 5PAGE WOOL FIRE BLOCKING a 5tructural Member5 by the American Iron and Steel In5titute. All de5ign detail5 enhancing the 5tructural integrity of the wall a55embly, including ���D = 2" H-STUD TRACK STC, RATING the axial de5ign load of the 5tud5, Shall be a5 Specified by the 5teel 5tud de5igner and/or producer, and 5holl meet the requirement5 of all 2020 NY58G 5EGTION 106.5 W1NDOW (2) PIECES G.P. TOU6HROGK I" EXCEPTION #2 FIREGUARD TYPE "X" 5HAFTLINER, USG BROCHURE 5A100 (FIRE RESISTANT a 2x4 P.T. SILL PLATE F--� applicable local code agen cie5. The max 5tud Spacing of wall a55emblie5 Shall not exceed 24 in. OG. 5tud5 attached to floor and ceiling r __ ___ HATER PROOF BOARDS W/ A55EMBLIE5) Z tracks with I/2 in. Ion Type a 12 5teel 5crew5 on both 5ide5 of 5tud5 or welded or bolted connection5 de5i ned in accordance with the UNSPRINKLERED BUILDINGS: _ g yp g FIRE RETARDANT TREATED _ FIBER6LA55 FINISH ON BOTH SIDES GARAGE PAGE 22 (AREA SEPARATION WALL 2020 NY5QG SECTION 106.5 AND ED6E5 5Y5TEM5) 0- c� A151 Specifications. Top and bottom tracks Shall consist Of steel members, min No. 20 M56 (0.032q in., min bare metal thi(kness) steel or min SHEATHING To EXTEND 4'-0" ON UNEXCAVATED TYPICAL TEST#UL DES U341 } No. 20 656 (0.036 in. thick) gale Steel or No. 20 M56 (0.033 in. thick) primed steel, that provide a Sound Structural connection between BOTH 51DE5 OF 2 HOUR FIRE EXCEPTION #3 = w m GARAGE SLAB Steel Studs, and to adjacent a55emblie5 Such a5 a floor, ceiling, and/or other walls. Attached to floor and ceiling a55emblie5 with Steel RATED RE515TANGE WALL BUILDINGS EQUIPPED W/NFPA 13 OR #4•P.G.SLAB(MIN.3500 P51 GONGS W ^ W A55EMBLY AND OFFSET WALL NFPA 13R SPRINKLER: ° RE`INFORGED wlTff 6x6,to/lo ww.M. ACOUSTICAL PERFORMANCE = 5TG 60 H w fa5tener5 5paced not greater than 24 in. O.G. 5tud5 Gro55-braced with 5tud framing at midheight where necb-350 LU e55ary for clip attachment. Min 4'-0" MIN. 4'-0" MIN. FIRE RETARDANT TREATED 5HEATHING (I)#4 HORIZ.REBAR I�. ° �I ^ *SLOPETAMP�6ARA6E FILL TO SLAG DOl^W 2° BASED ON 2x48FRAME WITH MIN. 3" o 3/4 in. 5eparation between steel framing and area 5eparation wall. Fini5h rating ha5 not been evaluated for Steel 5tud5. AT 2 HOUR FIRE RATED RE515TANGE Z WALL A55EMBLY END 8" WIDE x FULL rowpRDS GARAGE°°°R MINERAL WOOL BATT AT EACH SIDE O 4B 5teel 5tud5 -- A5 on alternate to Item5 4 and 4A, for u5e in Configuration B only, not 5hown) -- For Nonbearing Wall Rating - Channel 2 HR FIRE RESISTANCE a 5EGTION 1206.3 OF 2020 NY5BC- WALL5, Fn HEIGHT OF 2 HOUR FIRE RATED I I ,,�1 0 5haped, fabricated from min .25 M56 corrosion-protected 5teel, min 3-1/2 in. wide, min 1-1/4 in. flange5 and 1/4 in. return, 5paced a max of 24 RE515TANGE HALL A55EMBLY 6 �. PARTITION5 AND FLOOR/(EILINC7 W `y+ in. OG. 5tud5 to be cut 3/8 to 3/4 in. 1e55 than a55embly height. Top and bottom track5 5holl be channel 5haped, fabricated from min 25 M56 RATED WALL ASSEMBLY DETAIL 2 A55EMBLIE5 5EPARATING DWELLING UNIT5 corro5ion-protected 5teel, min width to accommodate 5tud 5ize, with min I in. long leg5, attached to floor and ceiling with fa5tener5 24 in. Or, - - - - - . FROM EACH OTHER OR FROM PUBLIC OR ❑ a SERVICE AREAS SHALL HAVE A 5TG OF 50 W max. Studs cross-braced with Stud framing at midheight where nece55ary for clip attachment. Min 3/4 in. 5eparation between steel framing and N.T.S. OFF-SET EXTERIOR WALLS FY12 a OR MORE. w area separation wall. Finish rating ha5 not been evaluated for Steel 5tud5. (1)#4 HORIZ.RE13AR® MID ° 1- 01 0 5. 6yp5um Board -- Classified or Unclassified -- Min I/2 in. thick, 4 ft wide, applied either horizontally or vertically. 6yp5um board attached to TYPICAL FRAME WALLS— 2 HOUR FIRE RATED HEIGHT OF WALL 5TORY ° a "� ANCHOR BOLTS(I4" PROVIDED STG=60 �4 m RE515TANGE WALL A55EMBLY 5tud5 with 1-1/4 in. long 5teel drywall nail5 5paced & in. OG. Vertical joint5 located over 5tud5. (Optional) Joint5 covered with paper tape and LONG + 3" HOOK,8" MIN fii joint compound. Nail head5 covered with point compound. SHOWN HATCHED ° EMBEDMENT) OR ADHE51VE Z 9 1 Q ANGHOR5 W/3"X3-A" NOTE: UL#336 EXGEED5 CURRENT FIRE CODE C5 0�' cUn 6. Attachment GIip5 -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. leg5. GIip5 5ecured with Type 5 5crew5 3/8 in. long to UNIT UNIT 12" FOUNDATION HALL ON 24"A2" 5TANDARD5 AND REDUGE5 SOUND TRAN5FER cn - "H" Studs and with Type, W 5crew5 I-I/4 In. Ion to wood framingthrough holes provided in clip. AND DOORS DOHS P.G. FOOTING a W �oE3E T ey�'�% yp g g p R P ® 24 0 G. BETWEEN UNITS ��� 6A. Glip placement (Item 6) for 5eparation wall5 up to 23 ft high. Space GIip5 a max of IO ft OG vertically between wood framing and H 5tUd5. U � '� �•{ � G O 65. Glip placement (Item 6) for 5eparation walls up to 44 ft high. Space GIip5 o5 de5cribed in Item 6A for upper 24 ft. Remaining wall area ¢ �. i :� Studs. MM , — ° below require5 GIip5 5paced a max 5 ft OG vertically be wood framing and H W s _ ... , 6G. Glip placement (Item 6) for separation wall5 up to 66 ft high: Space clips a5 de5cribed in Item 6A for upper 24 ft. Space clip5 o5 HORIZONTAL #4 ° ,� de5cribed in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below req-uire5 clips 5paced a max of 40 in. OG vertically O between wood framing and "111" 5tud5. a" 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'-0" MIN. 4'-0" MIN, d ° UNITS 5 3 IOd nails 5paced a max. 16 in. OG. vertically and fastened to one side Of the minimum 2 by 4 in. Stud with 3 in. long IOd nails 5paced a max 16 2020 NYSBG SECTION 1065 EXCEPTION #3 NUMBER in. OG. verticals . Inter5ectior between partition wood 5tud5 to be, flu5h with the 2 b 4 in. 5tud5. The wall partition wood 5tud5 are to be BUILDIN65 EQUIPPED W/ NFPA 13 OR NFPA 13 SPRINKLER: 2020 NY55G 5EGTION 106.5 EXCEPTION #2 2 HR FIRE RESISTANCE y p y p FIRE RETARDANT TREATED 5HEATHIN6 AT 2 HOUR FIRE RATED UNSPRINKLERED BUILDINGS: (MODEL B- 15 ) 2016023 framed with a 5econd 2 by 4 in. wood 5tud fo5tened with 3 in. long 10d nail5 5paced a max. I6 in. OG. vertically. Maximum one non-bearing wall RE515TANGE HALL A55EMBLY END 8" WIDE x FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED 5HEATHIN6 TO EXTEND 4'-0" p p y g p p a p RATED WALL ASSEMBLY DETAIL 5 W partition intersection per Stud Gault Non-bearing wall partition Stud depth Shall be at a minimum equal to the depth of the wall. ON BOTH SIDES OF 2 HOUR FIRE RATED RESISTANCE Q SHEET NUMBER 2 HR FIRE RESISTANCE HALL A55EMBLY �FH254 (MODEL B- 2 ) 'FW� 2 the UL GIa55ificatiorl Mark N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOGATIONS RATED WALL ASS EMB LY DETAIL a- *Bearing USG AREA SEPARATION WALL SYSTEM UL# U336; cD Last Updated on 2010-I0-21 N.T.S. AT FLUSH CONDITION FYd2 � TEST #RAL-TL-88-350; STC = 60 W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED