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Home My WebLink About47197-Z Town of Southold 3/4/2023 P.O.Box 1179 cm co 53095 Main Rd 'wlj 10 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43883 Date: 3/4/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 48 Harvest Pointe Ln Unit 10 1, Cutchogue SCTM#: 473889 See/Block/Lot: 102.1-2-45 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/16/2021 pursuant to which Building Permit No. 47197 dated 12/8/2021 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 gpolied for. (Unit 101) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL RIO-17-0155 10/4/2022 ELECTRICAL CERTIFICATE NO. 23-85123 2/7/2023 PLUMBERS CERTIFICATION DATED 1/27/2023 All Suffc�k Plumbing Contrntors Inc A - M, AU d ze 0 nature v,_-c TOWN TOWN OF SOUTHOLD � gay BUILDING DEPARTMENT s TOWN CLERK'S OFFICE o • { SOUTHOLD, NY 4 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#: 47197 Date: 12/8/2021 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct single-family dwelling as applied for per SCHD & Planning approvals. (A-1 model) At premises located at: 48 Harvest Pointe Ln Unit 101, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-2-45 Pursuant to application dated 11/16/2021 and approved by the Building Inspector. To expire on 6/9/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,133.20 CO-NEW DWELLING $50.00 Total: $2,183.20 B i ding nspector Certificate of Compliance ................................................................................................................................................................................................................. CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ................................................................................................................................................................................................................. CERTIFIES THAT Upon the application of Upon premises owned by MTM Electric Harvest Pointe @ Cutchogue PO Box 474 48 Harvest Pointe Lane Ridge, NY 11961 Cutchogue, NY 11935 Located at: 48 Harvest Pointe Lane, - Cutchogue, NY 11935 Application Number#: 23-85123 Certificate#: 23-85123 Electrical License#: 3700-ME Section: 102 Block: 01.00 Lot: 045 Building Permit#: 47197 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: New House w/ 150 Amp UG Service Equipment(Unit 101) - ROUGH COMPLETE 10/3/22 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 7th day of February 2023 Name QTY Fixture Outlet- 15 Amp, 120V 7 ARC-Fault- 20 Amp, 120V 5 HVAC Blower- 15 Amp, 220V . 1 Oven Circuit-40 Amp, 220V 1 Special Receptacle- 50 Amp, 220V 1 GFI Circuit Breaker- 20.Amp, 120V 3 UG Service Feeder- 150 Amp, 240V 1 Service Disconnect- 150 Amp,.240V 1 Electrical Inspector: Anthony Giordano A VdNRX CAL �a 2023 �� `�•'APPRCf�1ED o FEB f3uowmG DEPT -mMOFSO1.9" OLD This certificate is not valid unless raised seal is present. Certificate of Compliance ........................................_.........................................................................................._........................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ................................................................................................................................................................................................................. CERTIFIES THAT Upon the application of Upon premises owned by MTM Electric Harvest Pointe @ Cutchogue PO Box 474 48 Harvest Pointe Lane Ridge, NY 11961 Cutchogue, NY 11935 Located at: 48 Harvest Pointe Lane, Cutchogue, NY 11935 Application Number#: 23-85123 Certificate#: 23-85123 Electrical License#: 3700-ME Section: 102 Block: 01.00 Lot: 045 Building Permit#: 47197 Name QTY AC Condenser- 30 Amp, 220V 1 ARC-Fault- 15 Amp, 120V 8 Combo Smoke& Carbon Detector- 15 Amp, 120V 3 Dishwasher Circuit- 20 Amp, 120V 1 Duplex Receptacle- 15 Amp, 120V 52 Exhaust Fan - 15 Amp, 120V 4 GFCI Receptacle- 15 Amp, 120 V 6 Incandescent Fixture- 15 Amp, 120V 25 Meter- 150 Amp, 240V 1 Smoke Detector- 15 Amp, 120V 4 Switch - 15 Amp, 120V 31 Electrical Inspector: Anthony Giordano IS v�:'''f,�;•�, ''•;fit _°�:APPROVED�o This certificate is not valid unless raised seal is present. 50(�TyQl4-. ti. cry ' Town Hall Annex 1� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1174 A Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date:.�� Building Permit No. "� I I��] Ll lILt 1d 0 Owner: �NM-Qa zaw jWnLW 1 L L C (Please print Plumber: An s(,(-��0 (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_ Ct/1 , 20 �3 JIA4 Notary Public,"1—C'ounty AN;N-A F 0 R17A Not-:y Public,Stara-of HavvYork Reg.No.01 F1636836,} Qua!i','Ezdrivn Suffolk County Cc nniiss:on Expiu63/J- 50Utyylo v� 1�� o I # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] OUNDATION 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 II [ ] PRE C/O [ ] RENTAL REMARKS: o • DATE INSPECTOR 50Ulbp TOWN OF SOUTHOLD BUILDING DEPT. `yoou631.765-1802 INSPECT'ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [V FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]. FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI AL (FINAL) [ ] CODE VIOLATION [ ] PRE C/ [ ] RENTAL EMARKS: D DATE ?-0 INSPECTOR SO!/Ty0 IN iT AV 10 f # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: AAno _ S chlVlmU F0 Cjgnl MSVIAv, e, A- Wa Je4e-, �5 DATE tO L INSPECTOR /�O�afjF S0�IyO� Vel rl -.kv I O l # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL -- NttA Lin W41 MARKS: WfinAIvy y Lc 2 on DATE INSPECTOR -V l0J Home Energy Rating Certificate Property HERS Harvest Pointe Rating Type: Confirmed Certified Energy Rater: Michael Fauci 48 Harvest Pointe Ln Rating Date: 2023-01-30 Rating Number: MC193 Cutchogue, NY 11935 Registry ID: 679213922 Estimated Annual Energy Cost HERS Index: 60 Efficient Home Comparison: 40% Better Percent Heating 64.3 $144Use MMBtu Cost Cost 9% General Information _ Cooling 1.4 $82 5% Conditioned Area 3757 sq. ft. House Type Single-family detached Hot Water 12.4 $13 1% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 24.2 $1159 76% Bedrooms 3 Photovoltaics- 0.0 $0 0% Service Charges $120 8% Mechanical Systems Features Total 102.3 $1518 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 139.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 167 cfm, 30.0 watts. ECCC New York State 2020 Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltration Rate 1861 CFM50 (2.66 ACH50) Foundation Walls R-13.0 Method Blower door 1,861 CFM @ 50 Pa x 60 Min/Hr= 111,660 /42,016ft3 =2.66 ACH @ 50 Pa Energy Testing Services Lights and Appliance Features 1648 Locust Ave, Unit E Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator(kWh/yr) 568 Clothes Dryer CEF 3.49 Fax# Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v16.3.4 This information does not constitute any warranty of energy costs or savings. ©1985-2022 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. NY-ECCC 2020 Certificate 48 Harvest Pointe Ln, Cutchogue, NY 11935 LBuilding 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 1861 CFM50 Duct R-8.0 Total Duct Leakage 139.00 CFM @ 25 Pascals i Window Data UI-Factor SHGC Window 0.290 0.280 I Mechanical Equipment HEAT: Fuel-fired air distribution, Natural gas, 95.0AAFUE. COOL: Air conditioner, Electric, 16.0 SEER. DHW: Conventional, Natural gas, 0.69 EF, 75.0 Gal. HERS Index: 60 I Builder or Design Professional Signature ----------------- REM/Rate Residential Energy Analysis and Rating Software v16.3.4 Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 48 Harvest Pointe Ln 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: 2023-01-30 - Outdoors Temp During Test: 45 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 21 Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: [ffeating SystemPrimary: Yes❑✓ No❑ Tyne: Furnace 0 Boiler❑Heat Pump Q Other❑ I.- z Venting Tvtie 3 'Drat S i�IIaQe. Sin llag CO CO Efficiency Fuel Tvpe Circle:T e) Pascal orst.Case atural (Worst Case atural Rating:95.0 NOPQOQED NQN0M❑S_✓ N/A Pa. Pass El Fail El Pass❑✓Fail❑ N/A PPM NIA Ppm Yes ❑✓ Tyge: Standard TankOIndirect Tankless El Size: 75.0 Style Common Vent ElWater Heater Primary: No Instantaneous Commercial lSeNote S below) (Gallons) ' Stand Alone ✓ s a Venting Tvpe s Drat Spillage Spillage(Natural) CO CO Efficiency Fuel Tvpe (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.69 N❑✓ P❑O aE_E] N❑MQ S Z✓ N/A Pa. Pass❑✓ Fail❑ Pass❑✓_FailF] N/A PPM I N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑ No _Oven CO PPM Ambient CO(During Oven CO Testing) o PPM t Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 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. d 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: 2023-01-30 Manual S Compliance Report Job: wrightsoft, - Date: Jan 20th,2023 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project Information For: Unit 101 -48 Harvest Pointe Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 17582 Btuh Entering coil DB: 76.0°F Outdoor design WB: 71.0°F Latent gain: 3500 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 21082 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16.0 Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 96% of load Latent capacity: 7200 Btuh 206% of load Total capacity: 24000 Btuh 114% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 46217 Btuh Entering coil DB: 63.1°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: 875 cfm Output capacity: 48000 Btuh 104% of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. 2023-Jan-20 -*-wrightsoft• Right-Suite®Universal 2018 18.0.32 RSU20066 16:43:43 Page 1 lhiVtl...Model Al MAN JSD1Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Residential ■ Examiner •Review Form ACCA. for HVAC System - (Loads, - 15 Mar 09 ar VCmraa:svArn3b Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes 0 No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes No Duct distribution sketch: Yes No Home address(Street or Lot#,Block,Subdivision):Model Holly A1, Cutchogue, NY 11935 HVAC • •DCALCULATION ,0 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature: 68 'F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 46217 Btuh Number of bedrooms: 3 Conditioned floor area: 3788 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: 1,0 ft Sensible heat gain: 19979 Btuh Internal shade: blinds Blinds,drapes,etc. Eave Latent heat gain: 3977 Btuh Depth window Total heat gain: 23957 Btuh Number of skylights: 0 HVAC EQUIPMENT • 41 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: SplitAC Heating cfm: 875 Fumace,Heat pump,Bailer,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 800 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16.0+ Fan's rated external static pressure for design airflow Heating output capacity: 48000 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 •1 Design airflow: 875 cfm Longest supply duct: 478 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 201 ft Trunk duct: Sheet metal Total device pressure losses: -0,6 in H2O Total effective length(TEL): 679 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.001 in/100ft Branch duct: Round flex metal,Sheet metal Friction Rate=ASP=(TELx 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having jurisdiction use. 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist Wirightsoft' Right-Suite®Universal 2018 18.0.32 RSU20066 Job: -�- wrightsoft Load Short Form Date: Jan 20th 2023 • Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 101 -48 Harvest Pointe Lane, 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) /2 Design TD (°F) 58 8 Pressure/AVF 50 Pa/ 1422 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 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Basement 1743 10447 431 218 20 Breakfast Area 125 3970 1781 83 84 Bed 2 194 3448 1618 72 76 Bath 1 54 474 87 10 4 Kitchen 178 1661 1755 35 83 Living Room 368 5756 2909 120 137 Foyer 135 4074 2655 85 125 Laundry 44 781 609 16 29 WIC 2 42 485 38 10 2 Stair 71 0 0 0 0 WIC 1 32 625 66 13 3 Master Bed 302 4067 1863 85 88 Master Bath 137 1356 894 28 42 Hall 62 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2023-Jan-20 *wrightsoft, It Right-Suite®Universal 2018 18.0.32 RSU20066 16:43:43 Page 1 )CCI�...Model Al MAN JSD1Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Bath 2 45 1098 311 23 15 Bed 3 129 2619 1428 55 67 Loft 127 1035 539 22 25 Entire House 3788 41896 16986 875 800 Other equip loads 4320 596 Equip. @ 0.88 RSM 15472 Latent cooling 3500 TOTALS 3788 46217 18972 875 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -*- wrightsoft- 2023-jan-20 Right-Suite®Universal 2018 18.0.32 RSU20066 16:43:43 Page 2 ACCA...Model Al MAN JSD1Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Summary Project Job: - - wrightsoft� 1 Summary Date: Jan 20th 2023 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 101 -48 Harvest Pointe Lane, Cutchogue, NY 11935 Notes: Design Information Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °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 40897 Btuh Structure 16210 Btuh Ducts 999 Btuh Ducts 776 Btuh Central vent(68 cfm) 4320 Btuh Central vent(68 cfm) 596 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 46217 Btuh Use manufacturer's data n Rate/swing multiplier . 0.88 Infiltration Equipment sensible load 15472 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) /2 Pressure/AVF 50 Pa 1422 cfm Structure 1968 Btuh Ducts 134 Btuh Central vent(68 cfm) 1398 Btuh Heating Cooling Outside air Area 3788 3788 Equipment latent load 3500 Btuh Volumee ((ft') 28430 28430 Air changes/hour 0.32 0.14 Equipment Total Load (Sen+Lat) 18972 Btuh Equiv.AVF(cfm) 150 66 Req. total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Pp-nrightsoft- 2023.1an-20 �C _ Right-Suite®Universal 2018 18.0.32 RSU20066 16:43:43 Page 1 At,%�...Model Al MAN JSD1Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W , N 7� Second Floor 1 Bed 3 81 drn 129 drn 30 drn Loft 6x16 p Riser Ret Riser 28 cfm10" 6x16 2 Stair Up Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave Right-Suite®Universal 2018 Unit 101-48 Harvest Pointe Lane Bohemia,NY 11716 18.0.32 RSU20066 qr»-q-.ian_9n 1a•as•Sa Cutchogue,NY 11935 SD\Rimor Model Al MAN JSD JA.rup N Main Floor Broan Exhaust Fan Model L150 68CFM Energy Star Y c m Continuous Use Timer Breakfast Area 01 dm 1\51 cfm 9182 cfm �82 m Master Bath Master Bed 1199 cfm '. cfm IGtchen Living Room Hall S wRiser WIC 1 16 Cf R and k34 fm WIC 2 k12 NA�th 1 7 cfm Stair Foyer Bed 2 Garage &'91 cfm 8' .lob#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 2 1648-A Locust Ave Right-Suite®Universal 2018 Unit 101-48 Harvest Pointe Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 SD\Rimor Model Al MAN JSD JA.rup N Basement Make up air 68 \rGnn Skuttle Model 2161 262 cfm 6" y.. 6„ 14" 6" 8" 8" 16 10' - - T10r 9..36x1 6' 5" tIO, 4„ 4,. 4 " Basen ent 26 8" up Riser Ret Riser 10" 4x16 10" 9 87 dm 87 dm 87 dm I --Si Job#: Energy Testing Services LLC scale: 1 : 106 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave Right-Suite®Universal 2018 Unit 107-48 Harvest Pointe Lane Bohemia,NY 11716 18.0.32 RSU20066 ems-.ian_9n 1ti,es•Sa Cutchogue,NY 11935 ...SD\Rimor Model Al MAN JSD JA.rup Duct System Summar Job: - wrightsoftm Date: Jan 20th 2023 • Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 101 -48 Harvest Pointe Lane, 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 0.001 in/100ft 0.001 in/100ft Actual air flow 875 cfm 800 cfm Total effective length (TEL) 679 ft SupplyDetail Table 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 Basement h 144 87 8 0 0 Ox 0 MtFx 0 0 Basement-A h 3482 87 8 0.004 8.0 Ox 0 MtFx 23.8 160.0 st2 easement-B h 3482 87 8 0.003 11.6 16x 4 ShMt 48.5 225.0 st2 Bath 1 h 474 12 5 0.006 4.0 Ox 0 MtFx 16.0 95.0 Bath 2 h 1098 28 18 0.002 5.0 Ox 0 MtFx 66.5 400.0 st8 Bed 2 C 1618 86 91 0.006 9.0 Ox 0 MtFx 31.5 95.0 Bed 3 C 1428 66 81 0.001 8.0 Ox 0 MtFx 76.3 400.0 st7 Breakfast Area C 1781 99 101 0.003 9.0 Ox 0 MtFx 16.8 225.0 st2 Foyer C 2655 102 150 0.003 10.0 Ox 0 MtFx 43.8 205.0 st2 Kitchen C 1755 42 99 0.007 9.0 Ox 0 MtFx 2.3 95.0 Laundry C 609 20 34 0.002 5.0 Ox 0 MtFx 48.8 315.0 st2A Living Room C 1455 72 82 0.002 8.0 OX 0 MtFx 25.8 325.0 st2A Living Room-A c 1455 72 82 0.003 8.0 Ox 0 MtFx 15.5 215.0 st2 Loft c 539 26 30 0.001 5.0 Ox 0 MtFx 68.0 410.0 st7 Master Bath c 894 34 51 0.002 6.0 Ox 0 MtFx 38.3 325.0 st2A Master Bed C 932 51 53 0.002 6.0 Ox 0 MtFx 53.0 295.0 st5A Master Bed-A c 932 51 53 0.002 6.0 Ox 0 MtFx 52.8 300.0 st5 WIC 1 h 625 16 4 0.002 4.0 Ox 0 MtFx 58.8 325.0 st5 WIC 2 h 485 12 2 0.002 4.0 Ox 0 MtFx 56.0 290.0 sty Bold/italic values have been manually overridden -*-wrightsoft- 2023-Jan-20 Right-Suite®Universal 2018 18.0.32 RSU20066 16:43:43 Page 1 f71iV11...Model Al MAN JSD%Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W J SupplyDetail'Table P Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl st2A st5 Peak AVF 130 111 0.002 238 10.0 0 x 0 ShtMetl st2A st5A Peak AVF 51 53 0.002 268 6.0 0 x 0 ShtMetl st5 st2 Peak AVF 823 756 0.001 206 29.9 16 x 36 ShtMetl st2A Peak AVF 375 407 0.001 204 23.0 16 x 18 ShtMetl st2 st7 Peak AVF 92 111 0.001 167 14.2 16 x 6 ShtMetl st6 st8 Peak AVF 28 18 0.002 41 8.4 16 x 6 ShtMetl st6 Return Branch Detail • - 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 rb3 Ox 0 669 807 201.0 0.001 219 26.0 Ox 0 MtFx rt2 rb2 Ox 0 119 129 199.3 0.001 236 10.0 Ox 0 MtFx rt2A rb1 Ox 0 262 24 83.3 0.004 245 14.0 Ox 0 MtFx TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk Q2 Peak AVF 788 936 0.001 219 28.0 0 x 0 ShtMetl rt2A Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl rt2 W r ight5Oft, 2023-Jan-2016:43:43 i+. e.u,a•w...w..iw,..,,c..,,p—, Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 JCCip1...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W "` '."c+'!i-'�`�.�}^3 r %..�y�`',..•r:1�- _ s,�..,..-...r..�..-a:^w GRCH ARCHITECTURE PC ° x; 3750 ExPRESS ®RIVE SOUTH 9M SUITE 202 ISLANDIA, NY 11749 WW W.(3RCHARCHITECTbRE.COM 681)864-5395 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 Iproduc s noted below have been selected for their flame/smoke spread properties to meet the requirements of the New Yorl<State Residential Code for both spray foam and draped blanket insulation exposed in basement c ndition. Spray Foam InsulationIt Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 XI" (provided± ") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke(development index less than 450 in accordance with ASTME84. Draped Foundation Wali Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, inc uding facingshall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not o exceed 45 . Provided/Installed: "Ecotouch FlaME Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less�han 25 and smoke-development Index less than 50 in accordance with ASTM espectfu ly submi ed, -�ERED ARC ee C/., oC A Glen Cherve y i IA, LEE AP Principal ' O2381'3 Q� F0F�� 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, i Louis DeSantis President s 20 Feldland Street, Bohemia, NY 11716- (631) 563-1298 • Fax: (631) 563-2954 GRCH ARCHITECTURE PC * 3750 EXPRESs DRIVE SOUTH _ SUITE 202 IsLANDIA, NY 11749 WWW.GRCHARCHITECTURi.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# 101—Permit#47197 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. R spectfully s bmitted, ��o SR CRFy��c<` erveny,AIA, LEED AP Prin pal (P '9 023810 Q ��F NE�y GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 May 01, 2022 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Basement Code Conformance Unit# 101—Permit#47197 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. ;es, itted, RED ARC 0 oaERT Cy�h C� 2� IA, LEED AP N 0238110 4�' OF NE`N .�oSl1FF0Ckc_ SCOTT A. RUSSELL MICHAEL M. COLLINS, P.E. SUPERVISOR f¢� � TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD ` TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 1'.Q �if Fax. (631)-765-9015 t� � ® ��•°� �tlCiitlFl_COLI I;�S+ii'�fl)11'LSOU'p-101_D.\1•'.115 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings November 9, 2022 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe— Units 99-102 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the driveways and front yard areas of units 99-102. The side and rear yard areas have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. 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 four(4) 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, . �49��, Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �0T:sQ l P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY l www.southoldtownny.gov G, PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 8, 2023 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Final Inspection Requirements Overall Approved Site Plan & Certificates of Occupancy Units 99 — 102 The Heritage @ Cutchogue aka Harvest Pointe 75. Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has determined that the requirements listed below must be completed prior to supporting the issuance of the final Certificates of Occupancy (c.o.'s) for the project referenced above. These requirements are listed on the approved site plans and in the conditions and filed covenants and restrictions (C&R's) for this site, all on file with the Planning Board. Please provide the following: 1. The Planning Board site plan approval condition #17, and C&R#2 (and the Stipulation of Settlement) require that a total of$2,000,000 must be paid to the Town in lieu of standard fees such as the Park & Playground fee and the affordable housing buyout fee. The requirement is for 1/124 ($16,129) to be paid to the Town upon the issuance of each unit's c.o. The final payment should be made simultaneously with receiving the final unit's c.o. Currently our records show that we are still owed $145,161 for nine units. • Unit's 105 & 106: c.o.'s issued; no payments received. • Units 96, 97, 98: c.o.'s supported by Planning Board —waiting on c.o.'s from Building Department; no payments received. • Units, 99, 100, 101, 102: these are the last four units for which the c.o.'s are being held by the Town until this list of conditions, all of which have been in ,place since the approval in 2017, are carried out. No payments received. Harvest Pointe/Heritage at Cutchoque Page Two February 8, 2023 2. Pursuant to site plan condition #22 and C&R#32: provide evidence that "Seed Mix C" or similar native drought-tolerant grass seed mix was planted in the areas labeled as "Seed Mix U as shown on Site Plan Pages L-2 and L-3 of the approved site plan, which are to be managed for native vegetation and wildlife habitat. 3. Pursuant to condition #42 and C&R#34: provide evidence that meters have been installed and are in operating order for each irrigation well to facilitate the annual water-usage monitoring reports required to be provided to the Planning Board as stipulated in the SEQRA Findings and covenants. 4. Provide the contact information for the Harvest Pointe Condominium Owners Association, and a copy of their filed incorporation papers and bylaws. 5. Prior to final c.o.'s being issued, a meeting shall be held between the Harvest Pointe Condominium Owners Association established for the Heritage at Cutchogue, aka Harvest Pointe, its site management company, and members of the Planning Board and Planning Department staff to review the ongoing property management requirements shown on the approved site plans, and its conditions and C&R's. It is incumbent upon the Harvest Pointe Condominium Owners Association along with their site management company, to maintain the site as approved on the site plans, and as described in the conditions and covenants. These property management requirements include, but are not limited to: a restricted mowing regime to maintain natural native meadow habitats in the open space areas labeled as "Seed Mix U on Site Plan Pages L-2 & L-3, maintenance of the natural buffers for screening purposed to the neighboring properties, non- mechanized maintenance and mowing restrictions for the natural buffers, and limits to the amount of water than can be used for irrigation. Please call the Planning Department with any questions. ectfull. , Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer OFFICE LOCATION: rKAILING ADDRESS: Town Hall Annexe P.O.Box 1179 der 54376 State Route 25 =��-�• • . . •, Southold,NY 11871 (cor.Main Rd. &Youngs Ave.) ? ! . Southold,NY Telephones 631765-1938 www.southoldtowmny.gov February 21, 2023 PLANNING BOARD OFFICE TOWN OF SOUTHOLD ° Mr. Henry Alia Rimor Develgpment LLC P.O. Box 906;, a ,. Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 99— 102 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#99— 102 and the five (5) overall site requirements listed in the February 8, 2023 Planning Board letter have been completed based on the site•Inspection made on November 15,:.2022 and the materials submitted on February 16, 2023. The overall site, these fodr(4) units and the supporting infrastructure 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. It is incumbent upon the Harvest Pointe Condominium Owners Association along with their site management company, to maintain the site as approved on the site plans, and as described in the conditions and covenants. These property management requirements include, but are not limited to: a restricted mowing regime to maintain natural native meadow habitats in the open space areas labeled as "Seed Mix C" on Site Plan Pages L-2 & L-3, maintenance of the natural buffers for screening purposed to the neighboring properties, non-mechanized maintenance and mowing restrictions for the natural buffers, and limits to the amount of water than can be used for irrigation. This letter does not condone any changes from the approv6d site plan and approvals from other agencies. Please call the Planning Department with any questions. Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer r .�, � 111 + �• r b! 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L' �' '• ';�. - ! r S c� x IL . 4fi '"1. ♦1 i 'Y' .air' �� .. �`�r~�r6^ ,•.. `�^��4Et � �- v''�; ��+..f a�'' � - ro r i i it t'+,....�r�K•o- s t e► 1 e 1 • � ® • • e l ------------------- • 1 0 1 MR ar- MIMI-all ROUGi .AMIN PLUM: 1 i STATE _ s • • e Ll ►� 1 Lrjl� ��IWA�.► � • 11 • A 6 11 ma H WAR owl' Ism s NO��S�FFQLK�o`=a TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959 I:dy 4� "I Telephone(631) 765-1802 Fax(631) 765-9502 httvs://www.southoldtownnv. ov For Office Use Only Date Received LM(�7 __ PERMIT NO. Building Inspector: 1 d••.y� Applications and forms must be filled out in their entirety.Incomplete applications Nov will not be accepted. Where the Applicant is not the owner,an Owner's 4� Authorization form(Page 2)shall be completed. Iii ajii4d flEPT Wl%'OF SOLITHOLD -APPLICATI®N F®R BUILDIRIG PERMIT: Date: OWNER(S)-OF PROPERTY: Name: Rimor Development Fax Map#:SCTM#1000- 102.01 - 02- D�S Physical Address: u6AU t I�) Phone#: 631-678-2667 Email: teamalia65@gmail.com Mailing Address: CONTACT PERSON: Name:Henry Alia Mailing Address: PO Box 908 Cutchogue,NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESIGN PROFESSIONAL:INFORMATION,: Name:GRCH Architecture Mailing Address: 3750 Express Dr.South Islandia, NY 11749 Phone#: 631-864-3395 Email: CONTRACTOR,IN FORMATION c. Name:Rimor Development Mailing Address: PO Box 908 Cutchogue, NY 11935 —T— Phone#: 631-678-2667 Email: teamalia65@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ONew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $300,000.00 Will the lot be re-graded? 2Yes ❑No Will excess fill be removed from premises? ❑Yes ONo PROPERTY INFORMATION=. Existing use of property: Intended use of property: Condo-resitdential Date of Purchase: Name of Former Owner: 1 I Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? 2Yes ❑No IF YES, PROVIDE A COPY. 0 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 ofthe Newyork State Penal Law. Application Submitted By(print na : . Hen Alia 42Authorize Age Downer Signature of Applicant: Date: d STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Henry Alia being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of �C0,6P.1 . 20 �VYIWONE NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHO IZA � tration No. 01PI6388308 lifted in Suffolk County (Where the applicant is not th OV4 ission 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 �4g1�gFU1/�C' BUILDING DEPARTMENT-Electrical Inspector D TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX(631) 765-9502 roper.richert(cDtown.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ` It .-,o ^)14 Dater f...,.. Company Name: CI Name: License No.: bb Irn email: e Jec Address: 7, s (3 �' 0 Phone No.: JOS SITE INFORMATI N: (All Information Required) Name: 1IM6 Q rju0,4-ni u" V-f Af— C-� C L Address: cauo-A+ idk i ° LG 001 4 nikkm Lte nq 1133C Cross Street: i 5 L Phone No.: BIdg.Permit#: L)—11 TJ email: aieA W j, I Tax Map District: 1000 Section: � Block: C (; Lot: O BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle Ail That apply: Is job ready for inspection?: YE / NO Rough In Final Do you need a Temp Certificate?: YES NO Issued On Tamp Informati® (Ail information required) Service Size1 P 3 Ph Size: A #Meters T_ Old Meter# E Servl e - Fire Reconnect- Flood Reconnect-Service Reconnected -Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Informatlon: PAYMENT DUE WITH APPLICATION I DJ L� f DEC 2 0 2021 aa� eui o 4 82-Reqd% HOLD.xIs CONSENT TO INSPECTION r�� ..� the undersigned,do(es)hereby state: Owner(A)Name(s) That the undersigned(is) (are) he owner s)of the premise in e T w of Southold,located at W 1 /o t which is shown and designated on the Suffolk County Tax Map as District 1000, Section 142,01 ,Block 01 Lot__QLLf 15 _, That the undersigned(has) (have)filed, or cause to be filed,an application in the Southold Town Buildicyg Inspe tor's Officejfor the fy} llowing;, O That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned,in consenting to such inspections, do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. 110 1l Dated: Lo na r ( r nt1 a (Signature) (Print Name) co d LICE ' a r� mer Line s ( ) �e insi�ected By'f�8uffOl* County Dept. Of Healifi Cell 852-57a4 48 Hours In Advance TO Sci�ecjule Inspefion(s). APPROVED IH ACCORDANCE WITH BOARD OF 0 M REVIEW DETERMINATION DATED 5-8- 17 _ M z z H W o SUBJECTTO C04'%NA11kTS&R'ES'ERICZIGNS URER 2 2 z 1JJ D o PAGE_ W 0 F- Y m W O o CNT (� ° �' ¢ _ U R SE IcNOINE� �� LU [� U CERTIFICATIC.q P,EgUIRZL% - SUBMIT P.1:, OR Iv � -' W — R.A. C RTJFJCroiiOM � � V O CO- lop — FOR INS7ALLATJ0,-►Ardu CCltd�;RtIC7JQN 2 o M o 0 FOR FINAL APPROifAL. I e—MrryQ � o z U) y ;o ❑ � 3foll;County Dep�ent of lFlealthEsices r�: ,; pTcvalfor C®nsttiflction-Cher TJsan Single 1.ami }'�y Ur, FAp eIICe 1�0. �/O ®&oGG/� Design Flow��/O�Q� PROJECT NO.: ®®®Ls Use(s) ,� BRAVM BY: These plans have been reviewed for general conformance with Suffilk KCK County Department of Health Services stzndards, relating to water CHECKED BY: TFL supply and sewage disposal. regardless of any omissions, DATE: inconsistencies or lack of detaConstruction. is required to bo in accordance with the attached permitil, conditions and applicableSCALE: AS NOTED standards,unless specifically waived by the Department.This approval expires 3 years from the approval date,unless extended or renewed." FILE No.: d — CADD: 00026 sp APProval Dateevie a' SHEET NO.: ROVkod Plan Approved /o-is -2020 Etlairft - 8 - Zo Z3 OF 5 S.C.D.H.S. APPROVAL gLT14'F OFFICE OF WASTEWATER MANAGEMENT Health Department Ref.No. 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO UPI)ATE 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 I I FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R10-17- 0151T District Section Block �� Tax Map No.: 11000 �, Name of Current Applicant:Rimor Development LLC Tel#: (631) 735-9200 Mailing Address:PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@gmaii.com Name of Current Agent:Henry Alia Tel#: (631} 678 2667 Mailing Address:PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@gmail.com -. *If more than 6 years old and SCDHS site inspections hate-not been DATE OF ORIGINAL APPROVAL: 09/08/2017 rformed,a new a lication 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,3FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Tel#: ( } Architect/Engineer/Surveyor: I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me;for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: SECTION 4 . FOR ALL RENEWALS AND TRANSFERS Application is hereby made to f 1 TRANSFER,( REgoruarteto,8210.45 check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereby certiave examined this complete application and the statements therein are true and correct,and that all work shall be done i ace withAl applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a mis me of New York State Penal Law." Signature of Current Applicant/Agent Date t Print Name of Current Applicant/Agent en Alla Title Agent/Project Manager ry DEPART IE E ONLY Permit is Transferre enew Until '7- J 2s Number of Bedrooms Approved AI/A Signature of Department Representative ' Date 2,� WWM-104(Rev.02/12) C.I✓ rr�,c.7 1 � W NTOS'40"E — — NOTES: 86.37' THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE I-- PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, z EO 39.0' r, (,(may�(', �"' E3` PPLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. N ! J 1>��...✓'L_ \j IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAWARTICLE 145, Z Oa(.) �� em.. PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY Yw Lu PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED D, 2 4' }CO 6.1' L 11 PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF Lr W Z M AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE > 0 I A FIR - 1 ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND /� Q iV CN ZU22 THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH W J m m O O? L6 ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. r _ Q COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED Q LL SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 12.7' W I j Z LL 4.7' 1 Y+ �TFT4i Ti. > e J.&: ..rl�'fl�. NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS Q � Ct O. .- _ k C::#;,ry e.�C y,:�3 "4@•?�j_,�.:d,��r+'9 OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. " (� S Q I LL O 1.7' 80 o ni i� �. n � PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUBSURFACE N Q 2 2�r 2 ZW CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES, V' W Li SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS �0r,,^j 30 9' I N 15.6' I QZ OTHER THAN VISIBLE PERMANENT STRUCTURES. O F O Z RESERVED. NO d POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS RESERVED.NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, _ I RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED LU�0 q IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN LLI O 20.5' o I-O PERMISSION OF THE SURVEYOR. N 28.5' w l —Z O e- WO Q THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL N T9 1.01 V' '? N I 0_F- I L p MUNICIPALITIES AND ISNOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER -4- M < I } CD PURPOSE. LUM CO C7 J 3.3' O (O X12.7' —� o Ci 0 U I =a ok- nh- O Z ' l T- Oa LLO _ z LL I Y� O _ 20 p D_ '1.5' LL O 8.4' I W S53° 05'40"W 66.26' X1.5' N � 43.9' I � - CD (0 U I N L[) ❑ U) w o fh O CO �� I 41�OF NSii S 81034'23" E 67.78' n � �O < \PQ ¢ I LAND S p o p S � � IcMn 03-15-2022 FOUNDATION'LOCATION FOUNDATION AS-CONSTRUCTED FOR 167.99' (ACTUAL) N UNITS 101 - 102 R=275.00' S52055'20"W UNIT DESIGNATION MAP OF L=77.85' ,,� HARVEST POINTE CONDOMINIUM 2 FILE NO.:490 FILED September 28,2020 vl' SITUATED AT N 00 `t o TOWN OF I CUTCHOGUE S 40052'38" E CD LID CD TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 27.03' I a, N r-Co o °' S O U TH O L D S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02 0.LOTS 045.000 m 046.000 S52055'20"w 19.24' of ` N E L S O N + P O P E �/L-- - - 7 if engineers•architects•surveyors ZI-•- 70 Maxess Road,Melville,NY 11747. 631.427.5665•nelsonpope.com LL � SCHOOL HOUSE DRAWN BY: NP CADD No.: 00026 SCALE: U) LANE CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF 'I 1"=30' DATE: 03-18-22 PROJECT NO.: 00026 LL.I DI N 53°05'40"E — 86.37 NOTES: 1 O/H STM F- I THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE 7 PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE U 201639.0 p NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, o �. �+j cn PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. CD z 2.4' LU IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, Uj W W 6.1' 9 0' PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 1� � W N U N co I PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED I� Z LU LU M 0 0 LU cV O W M M '- Z 0 - PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF /^ LL AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE V J < a _ a ~} J J T a _ ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND J Z F—(n (� LL Z THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH W :D Tn W LL (' 11.0' _— ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. N w 4.7' I -� COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED �y ��0 ST DRIVE SE 12 7' LU I O= SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. 8"PAVER Q1,7' V F NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS O°� BORDER N Q I 00 OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. QO 7,�Oq 0ai UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED 30.9' (Ni ELECTRIC AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN x Z PLAN DATED 7/21/18.LOCATION OF GAS AND UTILITY IS APPROXIMATEAND LOCATED _ TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITYIS NOT GUARANTEED NOR IS ELECO OCG METER METER A/C z Z THERE ANY GUARANTEE THATALL EXISTING UTILITIES ARE SHOWN ONTHIS MAP. CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR ❑A/C EGRESS I 0 FURTHER DESIGN. W ' b 20:5' N 28.5' WWINN WELL, LU z O STONE BASE .�- LU 0 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE DRIVE (D I 00 2 505 CONDITIONS IF ANY.INCLUDING BUT NOT LIMITED TO WETLANDS.WATER COURSES, N W/8"PAVER 1'0' LU W _ SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS LO �"? - ' BORDER - I ❑ - OTHER THAN VISIBLE PERMANENT STRUCTURES. - 0Q 3.3' I Z Z CO 12.7' O � 2ND STY. O O COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS M -J W 6O '�O/H I d F- RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, W Q RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 0 W iv, O Q U N '1.3 14 1' W U IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN e- WUL C) M M = w PERMISSION OF THE SURVEYOR. DI 0 a ~} J J U-) Z I =co ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT z I- f 5 LL LL - 5:00- SHOWN 4.8' U) W LL C7 v D 7.0' OST-1 SOME DRAINAGE INFORMATION PROVIDED BY BUILDER ,- 8.4' S530 05'40"W 66.26' B.1.5' N o 10ST-2 43.9' N LL! 0 V O (O CONTROL co LO m V MODULE co LO CY) � COM 'L-0tJ 00 I O J - O r* N E i4 Pe v O. {I d�yJ - S 81034'23" E 67.78 0502'x' 00 d� i9� 0zc� U �� L9 .� CD �> S 0 I � 03-15-2022 FOUNDATION LOCATION FINAL SURVEY FOR 167.99' (ACTUAL) N 06-01-2022 SANITARY AS-BUILT UNITS 101 - 102 08-24-2022 ADDED CONTROL UNIT DESIGNATION MAP OF R=275.00' �� S52055'20"W PAN LLESANDELEL. HARVEST POINTE CONDOMINIUM 2 L=77.85' W 10-27-2022 FINAL SURVEY FILE NO.:490 FILE DSeeptember 28,2020 �t o TOWN OF I CUTCHOGUE S 40052'38" E 0-) 00 o Ln TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK Co M 0) S O U TH O LD S.C.T.M.DLSTMCT 1000,SeCT1oN 102.01.BLOCK 02-00.Lora 045.000&040.000 27.03' ° 152°55'20"W �, L NELSON + POPE19.24' 7 if engineers•architlects•surveyors Vr 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com LLW DRAWN BY: NP ADD No.:INDIVIDUALSURVEYS � Uj SCHOOL HOUSE 00026 IS SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF 1 LANE 00026 1„=30' DATE: 10-31-2022 PROJECT NO.: 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. 1 Dt0 i s SLjft()LtC I,i^;1it9 g!'041?,��?ti6; i �C��I�� IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAWARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY W — , �,�•� .•s n�ptrtgy�,� PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED / APPROVAL.OF nsONC- RUCTED WOWS FOR PROFESSIONAL ENGINEER ORLAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY.IF / 1p s,1 N AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE 39.0' I i-� A ��'IYC ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND Z 1" WATER SERVICE / cli�? p THE NOTATION*ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH y�"—w—w w / w—w w' � Date ,� ll �1 DI�IY . O m i � �:, "Rea• � J� /p)_ , � ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 2 4'CL6.1� �=_.•/ COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED Ill z 'MH �\D� the wyage�-posW .m twr sLppfy€aches at this jamUo`!haV6 bail SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. F- ZW / W - II'ISpBCt�gplr]fCyr ', n NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS s Dc�i3rtsrlent or w1w €=ndi to m Gi O X U 'r �/n OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. I. LL.w 0 to satisfacim FOR A mum gF/v/,r4 Q F } o =Z W,� '�- UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED W IL / ZOf 4.7' F O AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. of Z•7� W I FO W Z Q� - ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN - - / m / n; i PLAN DATED 721!18.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED n/ 0 ,�- } O T f-. - -- ---- TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS I STONEIE SE < I N Z 1.7' 1 t7 U F Qj/Z THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. WB8"PAV R cli co a < I cam,,G'ni U Z CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR `t•YII"' to FURTHER DESIGN. c 30.9' I C-4 �'S•5� 17 m - PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE s MH I / 4"SDR-35 m CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, (BURIED) — DI°GAS METER PIPE,TYP. n iG SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS -- G m m to — OTHER THAN VISIBLE PERMANENT STRUCTURES. — G METER 1•'('' m E -- C3 I ❑ ,.'-'� COPYRIGHTO NELSON 6 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS I 0 20.55. O to d to c',F. RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, F}-O - d - - - } /'�I'I �j, IRao RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED U cNi 28.5' > N'G> (11:1 . STONE BASE W r I z cp- 0 co~ 's'ka�'S IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN I DRIVE 1.0' O OZ I W PERMISSION OF THE SURVEYOR. I W/8"PAVER _ Q I p cn— (0 n• T� ADDITIONAL IMPROVEMENTS AND/0R POSSESSION,IF ANY,NOT LOCATED,NOT 1 D SHOWY 3 ) BORDER Q I g 3 3'I LU 19 D v:; 64$ II w I 12.7' J U ED PIPE,TYP. H �too ® 202 ALL SANITARY PIPING 4'AND 6'SDR-35,TYPICAL. 3 I r' LL Z G) zp SOME DRAINAGE INFORMATION PROVIDED BY BUILDER 3 I 0 1.3' id I ; m LA DIo n j 010 3: 51 �Sa•r e�Att., Ul 3I LU LU U 4.8' N ZN a ....-T_ It9 G)wLi I m "1.5' 8.4' ST °F I`��v 0 3 OI I w m 1SERVICE 1.5' 43.9' ST-2 �' V� —w O ¢ zci� � y DXVID 3 I CONTROL „ woa �� _e I I MODULE zN X� p ' t,�� I Q0 W / kT I -j oui � �b D U I m I O o >� � U HZN 13ELECTRIC 3 3:0) PANEL sZ 03-15-z0z2 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED FOR. SANITARY SYSTEM AS-BUILT TABLE STRUCTURE NAME I TIE A TIE B oe-of-zozz SANITARY AS-BUILT UNITS 101 - 102 08-24-2022 ADDED CONTROL UNIT DESIGNATION MAP OF UNITS#101-102 MODULES AND ELEC. ST-1 19.6' 45.4' PANEL HARVEST POINTE CONDOMINIUM 2 ST-2 17.5' 51.8' FILE NO.:490 FILED September 28,2020 LP 22.5' 70.1' SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.C.TJN.DISTRICT 1000,SECTION 10201,BLOCK 02.00,LOTS 046.000&040°000 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S � � N E L S O N � P O !' E UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 101 R10-17-0155 1,999 S.F. 486 S.F. 2,485 S.F. engineers•arlchhwts•Surveyors 102 R10-17-0156 1,999 S.F. 486 S.F. 2,485 S.F. 70 Maxess Road,Melville,NY 11747. 631.427.5665•nelsonpope.com DRAWN BY: NP CADD No,:INDIVIDUALS00026 S SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 1 OF'I DATE: 09-07-2022 PROJECT NO.: 00026 ' -30, TRUSS PLACARDING REQUIRED 4UDI'ING D AS NOTED DATB.P.# l 7lELECTRICAL FEE: BY: INSPECTION REQUIRED NOTI . DEPARTMENT AT . 765-18U 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE Blower door 2. ROUGH FRAMING & PLUMBING and ductwork 3. INSULATION 4. FINAL - CONSTRUCTION MUST testing required. BE COMPLETE FOR, C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLUMBER C€RTIFICAT/01v COMPLY WITH ALL CODES OF ON LEAD CONTENT BEFOP -. NEW YORK STATE & TOWN CODES CERTIFICATE OFOCCUPAN'.; AS REQUIRED AND CONDITIONS OF SOLDER USED IN WATER SUPPLY SYSTEM CANNC-- EXCEED 2/10 OF 1% LEA / �OUTHOLD TOWN PLANNING BOARD D. S0 A TRUSTEES N.Y. €C� ;LUME�ING ` L PLUMBING WASTE WA-ER'LINES NEED AA COVERING :OCCUPANCY OR USE IS UNLAWFUL All exterior lighting WITHOUT CERTIFIC� installed,replaced or repaired shall conform IF OCCUPANCY to Chapter 172 of the Town Code RETAIN STORM WATER RUNOFF Must provide Manuals PURSUANT TO CHAPTER 236 Fire separation D, J and S as per OF THE TOWN CODE, required as per NYS Energy Code NYS Code PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: TABLE o the Z Section R316 Foam Plastic ~ _ R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a - Properties of Soil Classified According to the Unified Soil Classification System Z t , 2020 RESIDENTIAL COD[_ OF NEW YORK STATE floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic W 1"-1 E -. feet. Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a materials. UNIFIED SOIL VOLUME � 2020 EXISTING BUILDING CODE OF NEW YORK STATE Sall CLASSIFICATION CHANGE 8 floor membrane above and a ceilin membrane below, draftsto in shall be rovided in floor-ceilin assemblies under the R316.2 Lobelin and identification. Packs es and containers of foam fustic insulation and foam lastic insulation com orients delivered to cRoLP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE CHANGE g PP 9 P 9 9 9 P P P cHARACTERISTIcs POTENTIAL U � 2020 FIRE CODE OF NI.W YORK STATE following circumstances: the job site shall bear the label of an approved agency showing the manufacturers name, the product listing, product identification SYMBOL EXPANSION O � 2. Floor framing is constructed of truss-type open-web or perforated members. and information sufficient to determine that the end use will comply with the requirements. GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, V 6 2020 M EC HAN I CAL CODE 0 F NEW YORK STATE R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam lastic shall be se arated from LITTLE OR NO FINES coop Low Low p V :? R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural P P GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, Z s GOOD Low Low w U 2020 PLUMBING CODE OF NEW YORK STATE panels. the interior of a building by an approved thermal barrier of not less than � inch gypsum wallboard. LrfTLE GR No FINES O � N � 2020 PROPERTY MAINTE=NANCE CODE OF NEW YORK STATE AND NEPA 70 R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GRouP I sw WELL GRADED SANDS, OR GRAVELLY SANDS, GOOD LOW LOW l-- 4 (n I v R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be 1. Attic access is re uired b Section R807.1. LInLE oR NO FINES U �� a) q Y SP POORLY GRADED SANDS, OR GRAVELLY SANDS, GOOD LOW LOW � s� V � T 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE- provided with a 1/2 inch gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the 2. The space is entered only for purposes of repairs or maintenance. LITTLE OR NO FINES N underside of the floor framing member. 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM LOW � -2 o N> . RESIDENTIAL PROVISIONS Exceptions: against ignition using 3/e inch gypsum board. sM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW Z V N 5 N,0 4. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. 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 GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low L' x : M SECTION R101 perimeter joist space without the thermal barrier specified in Section R316.4 subject to all of the following: SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM Low OU Q W CU co GENERAL Section R303 1. The thickness of the foam plastic shall be not more than 3l4 inch. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, _ r N 00 Light, Ventilation and Heating 2. The density of the foam plastic shall '•be in the range of 0.5 and 2.0 pounds per cubic foot. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low ❑ co R101.2 The provisions of the 2020 Residential Code of NYS for One and Two Family Dwellings shall apply to the construction, alteration, R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less GRouP 2 suGHT PLAsncITY U movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and rooms. when tested in accordance with ASTM E 84 or UL 723. M two Tamil dwellin s and townhouses not more than three stories above grade plane in height with a separate means of egress cL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, (D aE y g Exceptions: GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM and their accessory structures not more than three stories above grade plane in height. CLAYS To Low - ducts A ainst Deca o_ 1. The glazed areas need not be operable where the opening is not required by Section R310 and awhole-house Section R317 Protection of Wood and Wood Based Pro g y R202 Definitions: mechanical ventilation system is installed in accordance with Section M1507. R317 All sills and plates on exterior foundation wall to be pressure preservativefy treated in accordance with AWPA U1. R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that 2• The lazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends foundation at all points a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. 9 fasteners and service openings, It is installed on the interior or exterior or is integral to any opaque surface of the building capable of producing an average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 wrapped with aluminum flashing. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been envelope. inches above the floor level. R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use anchored to the floor above, or has been sufficiently braced to prevent damage by the back fill where the unbalanced Mezzanine: An intermediate level or levels between the floor and ceiling of any story. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of of naturally durable wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative height of fill exceeds 4 feet. Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an and end use. Section 0 oundation Drainage Z the ultimate design wind speed (Vult) is 130 mph or greater. artificial light source located at the bottom landing of the stairway. R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in R405.1 Concrete or r asonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and O R301.1.1 Alternative provisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the accordance with AWPA M4. enclose habitable or usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or - �i�-�- �/j limitations of this code and the limitations therein. Where engineered design is used in conjunction with these standards, the Section R3I)5�� R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and other approved systems or materials shall be installed at or below the top of footing or below the bottom of the slab and E C E � IJ design shall comply with the Building Code. Ceiling Height washers, and connectors in contact with preservative treated wood and fire retardant treated wood shall be in accordance with this shall discharge by gravity or mechanical means into an approved drainage system. I WFCM . 2015 EDITION '- " 'n bathrooms toilet section. The coating weights for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel 1. AWC Wood Frame Con.truction Manua ( ) ( ) R305.1 Minimum height. Minimum ceiling heights of 7'-0 in habitable rooms. Minimum ceiling heights of 6 8 i F 1667. mixture with soils accordin to the unified Soil Classification S stem Grou I Soils as detailed in Table R405.1. NOU 1 � 2021 R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section rooms & laundry rooms. shall be in accordance with the material requirements of ASTM R301 or otherwise not conforming to this code, these elements shall be designed in accordance with accepted engineering practice. 9 Y P , desi n need onl demonstrate corn liance of nonconventional elements with other applicable provisions and shall Exceptions: R 319.1 Address identification. Buildin s shall be rovided with a roved address identification. The address identification shall be le ible Section R406 Foundation Water roofin and Dam roofin The extent of such g y P the International 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area g P PP 9 P 9 PP 9 BUILDING DEPT be corn atible with the erformance of the conventional framed system. Engineered design in accordance with and placed in a position that is visible from the street or road fronting the property. Address identification characters shall R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain U TOWN OF SOUTHOLD P P of not less than 30 inches by 30 inches at the showerhead. Buildin Code is ermitted for buildings and structures, and parts thereof, included in the scope of this code. contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled earth and enclose interior spaces and floors below grade shall be dampproofed from the higher of (a) the top of the � 9 P ' ct to within shall be constructed in accordance with the wind rovisions of this code using 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to prole out. Each character shall be not less than 4 inches in height with a stroke with of not less than 0.5 inch. Where required by R301.2.1 Wind design criteria. Buildings and portions thereof P 6 feet 4 inches of the finished floor. footing or (b) 6 inches below the top of the basement floor to the finished grade using a bituminous coating. O the ultimate design wind speed in Table R301.2(2) as determined from Figure R301.2(5)B. ns R308.4.1 throe h R308.4.7 shall be considered to be s ecific the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. M meet the re uirements of the lar a missile R308.4 Hazardous locations. The locations specified in Sectio g P Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole I- R301.2.1.2 Protection of openings: Window glazing in windborne debris regions shall be protected to q 9 or other si n or means shall be used to identif the structure. Address identification shall be maintained. R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of test of ASTM E1996 & ASTM E71886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or hazardous locations for the purposes of glazing. g y one-half of the backfill) heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water ANSI/DASMA 115. 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 Z (a hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. Section R321 Elevators and Platform Lifts seepage while avoiding infiltration of fine soils. The remainder of excavated area shall be backfilled with the same type of ❑ Exception: Wood structural panels with a thickness of not less than 7/16" and span not more than 8'-0" shall be permitted for 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. soil as was removed during excavation. opening protection. Panels shall be precut and attached to the framing surrounding the opening. Panels shall be predrilled and R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall T secured with the attachment hardware provided. 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 comply with ASME A17.1/CSA B44. R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a W inches of the hinge side of an in swinging door. Re 321.2 Platform Lifts. Where rovided, latform lifts shall com I with ASME A18.1. TABLE R301.2(1) R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above P P PY class one vapor retarder material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA the plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps shall be considered to be Install vents within 3 feet to each comer b foundation. Wind Desi n SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean a hazardous location. Section R322 Flood Resistant Construction R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". GROUND 9 FLOOD R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coasts A SNOW SPEED To o ra hical Special Wind DESIGN FROST UNE DESIGN UNDERLAYMENT Freezing Annual Exceptions: " Zones, as established in Table R301.2 1 , and substantial im rovement and re air of substantial damn a of buildin s and P g P TERMITE DECAY HAZARDS Index Tem walkin surface and rail is installed 34"-38 above landin ( ) P P 9 9 R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. �� LOAD (mph) Effects Wind bourne! CATEGORY WEATHERING DEPTH TEMP REQUIRED P 1. Glazing adjacent to g g structures in floor hazard areas, shall be desi ned and constructed in accordance with the rovisions contained in this section. --f Region Debris 2. Glazing 36 inches or more measured horizontally from the walking surface. 9 P subflooring shall be wood structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. Buildings and structures that are located in more than one flood hazard area shall comply with the provisions associated with the " zone most restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be designed R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48 o.c. max. where beam is not located under wall to .. Section R310 Emergency Escape and Rescue Openings and constructed in accordance with ASCE 24. allow for piping or vents. n 20 140 NO (B) SEVERE 36" MODERATE SLIGHT TO 10 Yes X 1500 R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and not less f' 1"� TO HEAVY MODERATE Degrees UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any W ONE EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION R310. (Egress window & window well) unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that such than 3 inches of bearing on masonry or concrete or alternatively, the ends of joist shall be supported on a 1"x4" ribbon C R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and enclosure is not built so as to render the building or structure in violation of this section. strip and shall be nailed to adjacent stud. 0 E"� R301.2.1.4 Exposure category. R502.7 Lateral restraint at su orts. Joists shall be su orted lateral) at ends b full de th solid blockin orb attachment to 1. Ex osure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the rescue opening. R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air PP PP Y Y P 9 Y pp r /1 (� p band or rim oist. V .J V ition of another ex osure. 0.2.1 Minimum o enin area. Emer enc and esca a rescue o enings shall have a net clear opening of not less than 5.7 square conditioning; plumbing appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above J size of single family dwellings or larger. Exposure B shall be assumed unless the site meets the defin p R31 P 9 9 Y P P feet. The net clear hei ht o enin shall be not less than 24 inches and the net clear width shall be not less than 20 the elevation required in Section R322.2 or R322.3. R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural ❑ W E Exposure x Open terrain Hith scattered obstructions having a height less than 3fl feet extending more than 1500 feet. 9 P 9 lue-laminated members, cross-laminated timber members or I-oists are rohibited exce t where ermitted b the O Ex osure D extends downwind 600 feet from the artially obstructed area. Includes flat open country and grassland. inches. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and 9 J P P P Y P P , h e rawin s. commendations or as shown on t es d window is rovided as the emer enc esca a and rescue o enin , it shall have a sill height of plumbing fixtures; duct systems; and other service equipment is permitted below the elevation required in Section R3222 or manufacturers re g 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. R310.2.2 Window sill height. Where a p 9 Y P P 9 R322.3 rovided that the are desi ned and installed to revent water from entering or accumulating within the components and R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a Exposure D extends downwind 600 feet from the unobstructed area. not more than 44 inches above the floor; where the sill height is below grade, it shall be provided with a window well in P Y 9 P accordance with Section R310.2.3. to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding to registered truss design professional where required by the statues of the jurisdiction in which the project is to be 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 the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located below the required constructed. U R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the elevation rovided that the conform to the rovisions of the electrical art of this code for wet locations. /� laterally unsupported bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to width of not less than 36 inches. The area of the window well shall allow the emergency escape and rescue opening to be P Y P P Q fully opened. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to Section R506 Concrete Floors (On Ground) � �I �"� exceed these limits as permitted by Chapter 6 provisions, provided that story heights are not exceeded. An engineered design de h reater than 44 inches shall be a ui ed with a ermanentl affixed minimize or eliminate infiltration of flood waters into the system in accordance with the plumbing provisions of this code. f C a ter 6 are exceeded. Where the sto hei ht limits R310.2.3.1 Ladder and steps. Window wells with a vertical pt g q PP P Y R506.1 Concrete slab on grades to be min 3-1/2 inches thick. Q shall be provided for the wall or wall framing members where the limits o h p rY g ition. Ladders or runs shall have an inside width of not less R 322.1.8 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall resis wind loads shall be in ladder or steps usable with the window in the fully open pos g _ R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed F- of this section are exceeded, the design of the building, or the noncompliant portions thereof, to t accordance with the Buildin i"ode. than 12 inches, shall project not less than 3 inches from the wall and shall be spaced not more than 18 inches on center coverings below the elevation required in Section R322.2 or R322.3 shall be flood damage resistant materials that conform to the blast-furnace slag passing a 2-inch sieve shall be placed on the prepared subgrade where the: slab is below grade. � g vertically for the full height of the window well. provisions of FEMA TS-2. e Drains e. Window wells shall be desi ned for ro er drains e b connecting to the building's foundation drainage system R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the Exception: Abase course ii not required where the concrete slab a installed rd well-drained or sand-gravel mixture soils Z V R302.2 Townhouses. Common walls :separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, R310.2.3.2 g 9 P P 9 Y classified as Group I according to the United Soil Classification System in accordance with Table R405.1. re uired b Section R405.1 orb an a roved alterative method. design flood elevation shall: W Item 1 or 2. The common Nall shared b two townhouses shall be constructed without plumbing or mechanical equipment, ducts q Y y PP y rains e s stem for window wells is not re uired where the foundation is on well-drained soil or sand-gravel 1. Be used solely for parking of vehicles, building access or storage. R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than inc es � h suit of the common wall. The wall shall be rated for fire ex osure from both sides and shall extend to and be Exception: A d g y q shall be placed between the concrete floor slab and the base course or the prepared subgrade where no base course � or vents in t e c y P I e in accordance with Cha ters mixture soils in accordance with the United Soil Classification System, Group I soils, as detailed in Table R405.1. 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: tight against exterior walls and the underside of the roof sheathing. Electrical installations sha I b p exists. The vapor ratarder is not required for Garages, utility buildings and other unheated accessory structures. () 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in accordance with Section R311.6 Hallways: min. 36" clear width. 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 p R302.4. R311.7 Stairways where the enclosed area is measured on the exterior of the enclosure walls. 0 r ance with Section P2904 is rovided the common wall shall be not less than a 1-hour R 322.2.2.1 Installation of o enin s The walls of enclosed areas shall have o enin s installed such that: Section or w Wood Wall Framing 1. Where a fire sprinkler system in acco d 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 P 9 P 9 R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tmbles R602.3(1) through fire-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. the required headroom height. The clear width of the stairway at and below the handrail height, including treads and landings, 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed R602.3(4). Wall sheathin shall be fastened directly to framing members and shall confirm to the requirements of Table 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a shall be not less than 31 % inches where a handrail is installed on one side of 27 inches where handrails are provided on area below the design flood elevation, each area shall have openings. g 2-hour-resistance-rated wall assembly tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. both sides, 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 R602.3(3). TABLE R302.1(1) R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. finished exterior grade immediately under each opening. EXTERIOR WALLS 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. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet TABLE R602.3(l) FASTENING SCHEDULE MINIMUM MINIMUM FIRE R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. the requirements of this section. EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. ISD CRIPTION FASTENING (a,b,c,d) DH FIRE-RESISTANCE RATED 1 HOUR 0 feet 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of WALLS R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 inches shall be provided on stairways with solid the lowest horizontal structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL n � r h NOT FIRE-RESISTANCE RATED o HouRs z5 feet risers. bracing, is elevated to or above the base floor elevation plus 1 foot or the design flood elevation, whichever is higher. r w vi PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE >_2 feet to <5 feet 2. CEILING JOISTS TO T,. LATE THREE 8D COMMON. TOE NAIL i- ri N r- N R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and strictures erected in Q N ry � N w TABLE R302.1(2) R311.7.8.4 Continuity. Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over coastal high-hazard areas and Coastal A Zones shall be supported on pilings or columns. 3. CEILING JOISTS (NOT Al..HED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL o � N ri a6 Ci EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS lowest tread. OVER PARTITIONS MINIMUM MINIMUM FIRE Exceptions: Section R325 Mezzanines 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL EXTEF'IOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 1. Handrails shall be permitted to be interrupted by a newel post at the turn. R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL FIRE-RESISTANCE RATED 1 HOUR 0 feet R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 comply with section R325.6 W41 LS NOT FIRE-RESISTANCE RATED o HouRs 3 feet inches and the walkfine radius is not greater than 241 inches. Each tread shall have a depth of not less than 6J inches at 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 6. RAFTER F ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL the walkfine. All treads shall be identical, and the rise shall not be more than 94 inches. Headroom shall not be less than 6 room or space in which they are located. The enclosed portion of a room shall not be included in a determination of the floor R ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL R302.2.3 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the feet 6 inches. area of the room in which the mezzanine is located. f��ERS TWO 16D COMMON. END NAIL underside of the roof sheathing, deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, R 311.8 Ramps. R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. 8. STUD TO STUD NO AT BWP includin wall extensions throe h and se aratin attached enclosed assessor structures. ( ) 16D COMMON AT 24"O.C. FACE NAIL 9 g p g 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 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 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL z z z z z z R302.2.4 Parapets for townhouses. vertical in 12 units horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units inches in height, columns and posts. O O O O O o 1. The parapet shall extend not less than 30 inches above the roof surfaces. horizontal (12.5 percent). Exception: Where it is technically infeasible to comply because of site constraints, ramps shall Exceptions: 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C• ALONG EACH EDGE FACE NAIL en > en en en xce tion: A aro et is not re uired in the recedin two cases where the roof covering complied with a minimum Class C rating have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate 11. CONTINUOUS HEADER TO STUD FOUR SD COMMON. TOE NA►L W cr W W W W E P P P q P 9 » as tested in accordance with ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved R 312.1 Guardrails: Porches, balconies, and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not floor area of the enclosed space is not greater than 10 percent of the mezzanine area. 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16 0/C FACE NAIL fire-retardant-treated wood for a distance of 4 feet on each side of the wall or walls or one layer of 5/8 inch Type X gypsum to allow passage of a sphere 4 inches or more in diameter. 2. In buildings that are not more than two stories above grade plane and equipped throughout with on automatic sprinkler system 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL � board is installed directly beneath the roof decking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers 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 in accordance with Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. ON EACH SIDE OF END JOINT (24'IdIN lAP SPICE o N attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or walls and the finished floor and greater than 72 inches above the finished grade or the other surface below on the exterior of the R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, LENGTH EACH SIDE OF END JOINT) in any openings or penetrations in the roof are not within 4 feet of the common walls. building, the operable window shall comply with one of the following: cls a sand, silt ravel or cls a ravel with a resum tive desi n load bearin value of 2,000 PSF. Do not lace footin s N 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is 1. 0 erable windows with o enin that will not allow a 4 inch diameters here to ass throe h the o enin where the y Y Y 9 y Y 9 P P 9 9 P 9 more than 30 inches above i:he lower roof. The common wall construction from the lower roof to the underside of the higher roof P P 9 P P 9 P 9 on soil that consists primarily of clay or silt or have any inorganic material or fill. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16 O.C. FACE NAIL opening is in its largest opened position. TABLE R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL deck shall have not less than a 1-hour fire-resistance rating. The wall shall be rated for exposure from both sides. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment FOUR 8D COMMON. TOE NAIL F- T Exceptions: R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening P4 1. Foundations supporting exterior walls or common walls. control device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36 below grade. 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL W 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 opening area of the window unit to less than the area required by Section R310.2.1. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 21• JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL 2 L 0 R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearin walls, isolated Iain concrete footin s su ortin columns or edestals are ermitted. 22. RIM JOIST OR BLOCKING TO SIl1 OR TOP PLATE SD COMMON ® 6"0/C TOE NAIL a0 m not less than a 1-hour fire-resistance rating where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Section R313 Automatic Fire S rinkler S stems 9 P 9 PP 9 P P P Y 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&8 STAGGERED FACE NNL AT TACH LAYER w o ire-resistance-rated floor ceilin and wall assemblies shall extend to and be tight against the exterior wall, and wall fire s rinkler s stems. Townhouses havin a hei ht of three stories above rade plane shall be R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored Building Code. F / 9 R313.1 Townhouse automatic p y 9 9 9 Y assemblies shall extend from the foundation to the underside of the roof sheathing. equipment throughout with an automatic sprinkler system. with X inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL � v ui concrete and located in the middle third of the width of the plate. A nut and washer shall be tightened on each anchor bolt. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and W = Q Exceptions: R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in » " 1.A fire-resistance rating of X hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed accordance with Section P2904 or NFPA 13D. There shall be a minimum of two bolts per plate section and 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. ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior � � in accordance with NFPA 13. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above SD COMMON (SUBFLOOR) supports (see note f) (D R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting grade shall be equipped throughout with an automatic sprinkler system. o of such assemblies shall have an a ucl or reater fire-resistance rating. R313.2.1 Desi n and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section TABLE R404.1.2(1) a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing LULI z construction q 9 g Minimum Horizontal Reinforcement for Concrete Basement Walls connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail , p 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 P2904 or NFPA 13D. self-closing device. Doors fresm garage into habitalNe space: 45 min. fire rated with self - closing device or automatic - closing 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. a MAXIMUM UNSUPPORTED d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically ❑ w device. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios Of HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be dwelling units where the building is of Type V construction. Sidewall sprinklers that are used to protect such areas WALL (�� f. is and 4 i supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end F T T co constructed of a minimum No. 26 gage sheet steel or other approved material and shall not have openings into the garage. walls and 4 inches on center to gable end wall framing. F�-1 U shall be permitted to be located such that their deflectors are within 1 inch to 6 inches below the structural s8 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY = R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply members and a maximum distance of 14 inches below the deck of the exterior balconies and decks that are AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY _ with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 constructed of open wood joist construction. 0 M ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus I- m shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY roof/ceiling assembly. 2x6 wall studs at 16 inches on center with a maximum height of 10 ffeet shall support a maximum Z 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 Section R314 Smoke Alarms of two floor plus roof/ceiling assembly. Exceptions: Where designed by in accordance with acscepted engineering practice or � � areas. Garage ceiling: 5/8 type X gypsum board R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. where the ultimate design wind speed is less than or equal to 130 mph, 2X6 #2 grade studs supporting a roof load with Z ame S read & Smoke Densit Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than I e listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when spaced at 16 inches on - R302.9 FI p Y R314.1.1 Listings. Smoke alarms sha I b 200. R30.9.2: Wall & Ceiling finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM be listed in accordance with UL 2034. center and 20 feet where spaced at 12 inches on center. (n �� •• � �� •• E84 or UL 723. MINIMUM VERTICAL REINFORCEMENT BAR R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and W R314.3 Location. Smoke alarms shall be installed in the following locations. SIZE AND SPACING (INCHES) p R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: 1. In each sleeping room. intersections with bearing partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates ED A 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF need not occur over studs. Plates shall be not less than 2 inches nominal thickness and have a width not less than the U �g�� ERT R��Si�� 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH width of the studs. F- R follows: (FES (FES Do not backfill with any soil containing silt or clay. to-- L� 0� 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that WALL THICKNESS (INCHES) R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & Q : �( ti 1.1 Vertically at the ceiling and floor levels. �' I contains a bathtub or shower, a 10 12 bored hole limitations for exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior W ylr &at 1.2 Horizontally at intervals not exceeding 10 feet. R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent non bearin walls & fi ure R602.6.1 to late framin to accommodate i in . 16 a e and 1.5 inch wide metal tie v 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. g 9 P P 9 P P 9 g g = : :-� 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with placement of a smoke alarm in a location required by Section R314.3. 8 7 NR NR NR fastened across and to the late at each side of the notch with 8-10d nails each side. Follow manufacturers - 1. Ionization smoke alarms shall not be installed less than 20 feet 6096 mm horizontal) from a ermanentl installed P U : N + _ ' ( ) Y P y , s 8 5 O 41 NR NR specifications for engineered products. (figure R602.6.1) CO Q' Section R302.7. 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free cooking appliance. 10 s 6 0 4t 5 0 2z NR X23810 O passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally ❑ �O1 NE`�y requirements. from a permanently installed cooking appliance. NR denotes no reinforcing required. 5. For the fire blocking of chimneys and fireplaces„ see Section R1003.19. 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed Locate vertical bars 1Y" clear from inside face of walls. The center of bars shall not vary from this by more than % inch. JO "' 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. cooking appliance. JOB MBER R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, firebfocking shall consist of the 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit followin materials. in accordance with Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm 2 0 1 6 0 2 3 9 will activate all of the alarms in the individual dwelling unit. UNITS 1 0 1 MODEL 1 1 1 �X W 1. Two-inch nominal lumber. 2. Two thicknesses of 1" norninal lumber with broken lap joints. Section R315 Carbon Monoxide Alarms SHEET NUMBER Q 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. R315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fire Code of NYS. 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. T A 5. One half inch gypsum board. 1 0 2 MODEL 1 1 6. One quarter inch cement based millboard. ♦ Z 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely CLI W retained in place. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) (/)IDENTIFICATION SIGN (/) W Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) Z N1101.t1.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crowlspace walls and P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS W e , MINIMUM NAIL PANEL NAIL ULTIMATE DESIGN the perimeter of slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation wall by one of the following methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD 2 1'�1 E SPACING WIND SPEED V ult of the insulation's thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less 1. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND OR TIMBER CONSTRUCTION (mph) ( ) g 2. A flashing of an approved elastomeric material. REFLECTIVE RED p •}� MINIMUM MINIMUM MAXIMUM WALL than 6 inches 153 mm below rade. 9 Pp 6' DIA. WOOD NOMINAL PANEL STUD SPACING WIND EXPOSURE N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or other approved party and posted on 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 (� SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) EDGES FIELD CATEGORY a wall in the where the furnace is located, a utility room or an approved location inside the building. from the tank will cause damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) jF187 0 U M (INCHES) PANELRATING AN (INCHES) (INCHES O.C.) (INCHES O.C.) TABLE N1102.1.2 (R402.1.2) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. Z n ) I- B C D Insulation and fenestration Requirements by Component 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. \ / 4✓ 1.75 24/16 7/16 16 6 12 170 140 135 3. Other approved materials. U ''-' 0 - t 8d CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL 'r"� V .`N- - COMMON ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE A plastic pan installed beneath a gas-fired water heater shall be constructed of material having a flame spread index of 25 or REFLECTIVE R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL less and a smoke developed index of 450 or less when tested in accordance with ASTM E84 or UL723. M WHITE � .- N>. wall sheathing and fasteners designed to resist combined uplift and shear R-VALUE R _ (including stories below top story) ;shall have the g 9 " Z "0 �5 Z Z � forces in accordance with accepted engineering practice. 4 EXCEPT 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 Section T101 Scope 1/4' L- x-U)h3 M MARINE T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1/2" Q w C o? R802.11 Rafter or truss uplift force. For rafters at 16"o/c in 130mp'h wind speed. Roof pitch > 5/12 Exposure B N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the TRUSS IDENTIFICATION SIGN STROKE _ r- `� roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required R-value for such Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 ❑ Span (ft) 12 18 24 28 32 36 42 48 / 9 i V M 03 226 247 281 314 roof/ceiling assemblies shall be R-30. The insulation shall extend over the top of the wall plate to the outer edge of plate Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN � M Uplift Force # 117 149 182 2 without compression. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 ms) or solar Increase x1.09 for pitch < 5/1 i:. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. 20 percent of the total insulated ceiling area, whichever is less. p y DIAMETER,WITH A STROKE WIDTH OF 1 Y.THE SIGN BACKGROUND SHALL O FORMING T WHITE IN 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 photovoltaic or solar thermal system. COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE (� d not less than 5 8 inch. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl MATCHING SYSTEM(PIIS)X187. P a accordance with ASTM C 1002 and shall penetrate the woo / spaces shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Section T103 Solar-Ready Zone SECTION 1265.4.SIGN OR SYMBOL R702.4 Ceramic Tile. Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration T103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED R702.4.2 Backer boards. Materials used as backers for wall tile in tub and shower areas and wall panels in shower area shall be of requirements of Table R1102.1.2 based on the applicable climate zone specified in Chapter 3. TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE PROMDED,HOWEVER,THAT. IS AFFIXING THE SIGN OR T103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 ms) exclusive of SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY materials listed in Table R702.4.2, and installed in accordance with the manufacturers recommendations. N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the mandatory access or set back areas as required by the International Fre Code. New multiple single-family dwelling (townhouses) PROVIDING ELECTRICAL SERMCE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL TABLE R702.4.2 subfloor decking. three stories or less in height above grade plane and with a total floor area less than or equal to 2,000 square feet (185.8 m2) TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR Backer Board Materials N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall per dwelling shall have a solar-ready zone area of not less than 150 square feet (13.94m2). The solar-ready zone shall be WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE Z MATERIAL STANDARD down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with unconditioned composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive of access or set SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERIIFICATE O GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 basements shall meet this requirement unless the floor overhead is insulated in accordance with Section N1102.1.2 and N1102.2.8. back areas as required by the International Fire Code. OF OCCUPANCY OR A CERTIFICATE OF COMPUANCE FIBER REINFORCED GYPSUM PANELS ASTM C 1278 N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. T103.4 Obstructions. Solar ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted WOOD ROOF TRUSS SPECIFICATIONS: 0 NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested equipment. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE :) NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 and listed for the fireplace. T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the BUILDING CODE. W TABLE R703.8.1 construction documents. ML � TABLE N1102.4.1.1 (R402.4.1.1) T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. Z Allowable Spans for steel lintels supporting masonry veneer Air Barrier and Insulation Installation circuit breaker for future solar electric installation and shall be labeled "For Future Solar Electric". The reserved space shall be 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: 0 SIZE OF STEEL ANGLE NO STORY ONE STORY Two STORIES positioned at the opposite (load) end from the input feeder location or main circuit location. D (EQUATION 16-8) U a,c (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. D + L (EQUATION 16-9) L3x3x1/4 6'-0" a-6" 3'-0' THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. 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. D + S (EQUATION 16-10) O BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. LL 1_400/4 a'-o' S'-o" 4'-s" At least one installed at the front and back of dwelling units. D + .6W (EQUATION 16-12) CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) 0 �'1n L5x3.5x5/16 10'-0" e'-o" s'-o' GAPS IN THE AIR BARRIER SEALED. least one receptacle outlet is required for each car space in a garage.ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL P q P 9 g ' D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE Z L6;c3.5x1/4 14'-0" 9'-6" 7'-0" BE SEALED. E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE ❑ WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. CATEGORY B. a. Long leg of the angle shall be placed in a vertical position. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. 44 C. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. DESIGN LOADS: TABLE R301.7 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: Adhered mason veneer installation. Adhered mason veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY R703.12 Ad masonry masonry R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: DOORS SEALED. THE FOLLOWING LIVE LOADS: ALLOWABLE ASCE?-10 TCDL - 15 PSE, BCLL-tOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF: STRUCTURAL MEMBER DEFLECTION ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. �J 1. Minimum of 4 inches (102 min) above the earth R301.2(6) r(-1 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 FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION GROUND SNOW LOAD 20PSF FROM FIGURE MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R plastic with a minimum vertical a (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS flange of 3 % inches (89 mm) shall be installed to extend a minimum of 1 inch (25 GARAGE AND CANTILEVERED 4 POUNDS Rafters having slopes greater than L/180 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". ~� mm) below the foundation plate line on exterior stud walls in accordance with Section R703.4. FLOORS) PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) 3:12 with no finished ceiling attached TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN R703.8.2.2. Support by roof construction. A steel angle shall be placed direct) on top of the roof construction. The roof supporting SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED t0 rafters DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: g y P g SPACE SHALL BE SEALED. FLOORS: 40 PSF 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. construction for the steel angle shall 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 anchored with not fewer than three 5/8 inch diameter by 5 inch GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 2. LOCATION B ALL JOINTS. F- UNINHABITABLE ATTIC W 0 STORAGE: 10 PSF Floors and ceilings w brittle finish L 360 3. REQUIRED BEARING WIDTHS. LU lag screws to every wood stud spacing. Each additional wood roof member shall be anchored by the use of two 10d nails at RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO / g / / 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel shall be 12 THE DRYWALL, AIRTIGHT AND IC RATED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF p feet 8 inches, with max 7:12 roof pitch. See figures RD3.8.2.1 & R703.8.2.2. All other structural members L 240 4.2. TOP CHORD DEAD LOAD. _ ` SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM HABITABLE ATTIC W FIXED STAIRS: 30 PSF / 4.3. BOTTOM CHORD LIVE LOAD. �• /� V R703.8.4 Anchorage: Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in EXTERIOR WALL FROM THE SHOWERS AND TUBS. Cn V J mortar or rout and extending into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED Exterior walls with plaster or stucco finish L/180 4.4. BOTTOM CHORD DEAD LOAD. g ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. � w outside face. minimum tie size= 22 US gage. Minimum tie fastener = 8d common nail. Airspace= Nominal t" between sheathing & ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. EXPOSURE CATEGORY. B FROM R301.2.1.4 Exterior Walls with brittle finishes L/180 4.6. CONTROLLING WIND LOADS. O g 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be spaced not more than 32" on center SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt Exterior Walls with flexible finishes L/180 6. EACH REACTION FORCE AND DIRECTION. > �� horizontally and 24 inches on center vertically. N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the buildingthermal envelope shall be sealed to limit air leakage from seismic provisions of code per P4 V located beneath the first course of mason above finished round level above the foundation wall or slab and at p 9 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR R703.8.5 Flashing shall be I masonry 9 between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate R301.2.2) Lintels supporting masonry veneer L/600 EXCEPT WHERE SYMMETRICALLY other points of support., including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. U section R703.8. recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. (n 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 C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple GM, and GC. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. Z) not be less than 3/16 inch in diameter. Weepholes shall be located immediately above the flashing. single-family dwellings (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. Q R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) NOTE: Soils with clay or clay and silt will require o redesign 11. MAXIMUM AXIAL COMPRESSION FORCES THE TRUSS MEMBERS. and walls closer than 10 feet (3048 mm) to a building on another lot. Section N1103 (R403) of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. � WOOD FLOOR TRUSS SPECIFICATIONS: H U Exception: Walls perpendicular to the line used to determine the fire separation distance. Systems R801.3 Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of one thermostat shall be provided for each separate heating and cooling system. THE BUILDING CODE. W A B B R EV I AT I 0 N S WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF N 1103.1 (R403.1) Controls (Mandatory). At least water disposal from roofs that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainages system. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall A.B. ANC-IOR BOLT D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: R802.1.5.4 Labeling each piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT R.O. ROUGH OPENING 0 different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain ADJ. ADJACENT ADJUSTABLE D (EQUATION 16-8) U R802.4.2 Framing details. Rafters shall bre framed not more than 1 M inches (38 mm) offset from each other to ridge board or directly zone temperatures down to 55'F 13'C or u to 85'F 29'C . The thermostat shall initial) be programmed b the manufacturer ADJACENT/ADJUSTABLE EACH LT. LOUVER R. RISER D + L (EQUATION 16-9) O opposite from each other with a collar tie. 802.3 Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not P ( ) p ( ) Y P g y A.F.T. ABOVE FINISH TREAD E.J. EXPANSION JOINT MA LAUNDRY TUB RND ROUND pp with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower than 78'F (26'C). ALUM. ALUMINUM ELEC. ELECTRICAL S.C. SAWCUT D = DEAD LOAD, L = LIVE LOAD, less in depth than the cut end ,of the rafter. At valleys and hips there shall be a valley or hip rafter not less than 2 inch ANCH. ANCHOR MAS. MASONRY 51mm nominal thickness and riot less in depth than the cut end of the rafter. Hip and valley rafters shall be supported at N1103.2 (Rahn 2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat t the building through one a two pipe ELEV. ELEVATION MAT. MATERIAL SCHEM. SCHEMATIC the ridge b a brace to a bearing partition or be designed to carry and distribute the specific load at that point. Where the roof heating systems shall have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. A ANGLE EQ. EQUALLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: g y ARCH. ARCHITECTURAL MAX.MmeMAXIMUM SHLF SHELF TCLL = 40 PSE, TCDL = 10 PSF, AND BCDL = 5 PSF pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and ceiling N1103.3 (R403.3) Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. ® AT EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SHT. SHEET joists, such as ridge beams, hips and valleys, shall be designed as beams. 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 EXP. EXPANSION MECH. MECHANICAL SIM. SIMILAR TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder (76.2 mm) in diameter and greater and R-6 where less than 3 inches 76.2 mm in diameter. Supply and return ducts in other EXT. EXTERIOR STAINLESS STEEL 9 ( ) pp y BD. BOARD MIN. MINIMUM S.S. designed in accordance with accepted engineering practices. EE. EACH END STEEL TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN portions of the building shall be insulated to a minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 BLDG. BUILDING STL. R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue- STRUCT. BTM BOTTOM laminated where less than 3 inches (76.2 mm) in diameter. BM BEAM M.O. MASONRY OPENING STRUCTURAL DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: MTL. METAL SUSPENSION 1. DEPTH, SPAN, AND SPACING. members, cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers Exception: Ducts or portions thereof located completely inside the building thermal envelope. F/C FLOOR COVERING CHANGE SUSP. 2. LOCATION OF ALL JOINTS. recommendations or where the effects of such alterations are specifically considered. N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SGD SQUARE SLIDING GLASS DOOR 3. REQUIRED BEARING WIDTHS. W 7 o M R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be M1601.4.1. BRG. BEARING SQ. w ~ r n 06 supported lateral) b solid blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across EDN• FOUNDATION (NTS) NOT TO SCALE 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. PP Y Y Exceptions: BRK BRICK 4.2. TOP CHORD DEAD LOAD. o N M C\! N FUR. FLOOR Tg TOWEL BAR the rafter or ceiling joists at intervals not exceeding 8 feet. BSMT BASEMENT FP FIREPLACE T & G TONGUE AND GROVE 4.3. BOTTOM CHORD LIVE LOAD. 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. CENTER LINE O.C. ON CENTER TOP OF GRADE SLAB 4.4. BOTTOM CHORD DEAD LOAD. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-O' unless otherwise noted on plan. F.R. FIRE RATED " 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall C.M.U. CONCRETE MASONRY UNIT FRM FRAME OPER. OPERATOR TFW TOP OF FOUNDATION WALL 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. Connect with tecos for header joist spans of 6'-O" and greater. not be required for continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and C.J. CONTROL JOINT OPNG. OPENING TYPICAL 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, and insulation shall not block the free button-lock types. / flow of air. Not less than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of COL COLUMN FTG FOOTING �� OPT. OPTIONAL T P TREAD 6. EACH REACTION FORCE AND DIRECTION. O.S.B. ORIENTED STRAND BOARD 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR the vent. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. CONC. CONCRETE TR TOWEL ROD EXCEPT WHERE SYMMETRICALLY ( ) y piping ( ry) Y piping Pcarrying ( ) GA. GAUGE TRPL LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. N1103.4 R403.4 Mechanical systeminsulation Mandato Mechanical systemcapable of fluids above 105'F 41'C COND. CONDITION OZ. OUNCE TRIPLE CONT. CONTINUOUS GALV. GALVANIZED 1/R ONE ROD Section R807 Attic Access or below 55'F (13'C) shall be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). G.C. GENERAL CONTRACTOR / 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. ONE SHELF U.N.O. UNLESS NOTED OTHERWISE ave a Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance CONST. CONSTRUCTION 1/S 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that h with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation CTSK. COUNTERSUNK GEN. GENERAL vertical height of 30 inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall methodologies. GYP. PC POURED CONCRETE 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. from the to of the ceiling framing members to the underside of the roof framing members. C.O. CASED OPENING GYPSUM VERT. VERTICAL 11. MAXIMUM AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. be measured p 9 9 N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 CANT. CANTILEVER G.L. GLUE LAM PBD. PARTICLE BOARD VERIFY IN FIELD 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. O O o O O O PL. PLATE V.I.F. 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 C.T. CERAMIC TILE WASHERuJ International Mechanical Code (as amended), the 2015 International Residential Code (as amended), or the New York City HGF. HEIGHT PNL. PANEL W WRFI * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING � � � hallway or other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 CLG. CEILING HDWR. HARDWARE W/ Y Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have HORZ. HORIZONTAL,HORIZONTALI_Y PWD. PLYWOOD WOOD ASSEMBLY, DRAFfSTOPS SHALL BE INSTALLED SO 1HAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL inches high (559 mm wide by '762 mm high). Where the access is located in a ceiling, minimum unobstructed head-room in the automatic or gravity dampers that close when the ventilation system is not operating. C.M. CROWN MOULD WD. attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing C.R. CHAIR RAIL HR.WD. HARDWOOD PR. PAIR WELDED WIRE FABRIC DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED B1' A FLOOR CIRCUMSTANCES: ABOVE AND A CEILING members. See Section M1305.'1.3 for access requirements where mechanical equipment is located in attics. HR. HOUR WOO MEMBRANE BELOW, CONSTRUCTED SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: m WO OR W/0 WALKOUT FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. N . Section N1104 (R404) Electrical Power and Lighting Systems D DRYER HDR. HEADER PROJ. PROJECT / PROJECTED WINDOW Q N1104.1 R404.1 Lighting and equipment Mandato Not less than 90 percent of the permanently installed lighting fixtures shall contain only PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. WNDW MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. o Section R902 Fire Classification ( ) 9 9 ( ry)' P P y g 9 y DBL DOUBLE 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 high-efficacy lamps. DIA. DIAMETER INGR. IN GROUND P.T. PRESSURE TREATED I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. TYPICAL ROOF & FLOOR TRUSS NOTES: roofing shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 DTR. DIRECTION INSUL. INSULATION QUAD. QUADRUPLE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF feet (914 mm) from a lot line. Class A, B and C roofing required by this section to be listed shall be tested in accordance with Section M1305 Appliance Access DN DOWN UL 790 or STM E 108. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and DR. DOOR INT. INTERIOR REF. REQUIRED METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY u ted photovoltaic panel system installed on or above the roof covering replacement without removing permanent construction, other appliances, or an other piping or ducts not connected to the I.S. INSIDE CORNER REF. REFER TO REFERENCE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. Z W R 902.4 Rooftop mounted photovoltaic panel system. Rooftop mon p p y 9 P 9 P PP Y P P 9 DW DISH WASHER RMS. ROOMS * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID W [,�.� shall be tested listed and identified with a fire classification in accordance with UL 2703. Class A, B or C photovoltaic panel appliance being inspected, serviced, repaired or replaced. A level working space not less than 30 inches deep and 30 inches wide DWG, DRAWING JT. JOINT REINF. REINFORCING,REINFORCED FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. 2 ` 0 system shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 (762 mm by 762 mm) shall be provided in front of the control side to service an appliance. KSI KIPS PER SQUARE INCH * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS Ill 0 feet (914 mm) from a lot line. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large water intrusion into the enough to allow removal of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN � m R 903.2.1 Exposed wall flashing required to have a kick-out where the eove of the roof intersects a wall to prevent g g pp DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS W w wall assembly. not more than 20 feet (6096 mm) long measured along the centerline of the passageway from the opening to the appliance. THE SBCA BUILDING COMPONENT SAFETY INFORMATION (SCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTAWNG & BRACING OF METAL PLATE > Y R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less CONNECTED WOOD TRUSSES. W w 6ifront of fascia, min 4" typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at than 18 inches (457 mm) above the floor in garages. * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OFA Z ~ temperatures of 40 degrees Fahrenheit or higher. Ice protection requirements per table R301.2(1). Install ice & water 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 REGISTERED DESIGN PROFESSIONAL. p g GRAPHIC SYMBOLS z shield at all eaves, gable ends, hips & valleys. On roofs slopes less than 4:12, entire roof to receive ice & water every 45 degree bend and 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system * N CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND THE OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS U) shield. LU shall comply with code section M1502 listed and labeled in accordance with UL2158A. Exhaust duct size shall comply with code BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. I- WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 0 z 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 section M1506. � STRUCTURAL CALL. REFERENCE o slopes from two units vertical in 12 units her (2:12) up to four units vertical in 12 units horizontal (4:12), double DET - All general notes unless otherwise noted on plans or product specifications. a underia menta application is required in accordance with Section R905.1.1. G2415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping DETAIL REFERENCE - All applicable state & local codes, ordinances and regulations if any. ❑ � a Y pP q SHT Clasphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 is located less than 1 % inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be FLOOR FINISH CHANGE - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict W R 905.2.5 Fasteners. Fasteners for asphc g 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 attached, the pipe shall be protected by shield plates that cover the width of the pipe and the framing member and that extend N gage ( )� compliance with manufacturers specifications and / or recommendations. w Of penetrate through the roofing materials and not less than '/. inch (19.1 mm) into the roof sheathing. Where the roof sheathing is not less than 4 inches (51 mm) to each side of the framing member. Where the framing member that the piping passes - General contractors and subcontractors to review these construction documents upon receipt from architect � � P 9 9 through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member and extend not O DOOR / HARDWARE TYPE less than % inch (19.1 mm) thick, the fasteners shag penetrate through the sheathing. and report any and all discrepancies including any dimensional conflicts, immediately to architect for 0 Co R 905.2.8.3 Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing DET - - - DET _ inches 102 mm in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof member. BUILDING SECTION corrective measures prior to construction. z Co ( ) 9 G2426.7.1 502.7.1 Door swig Appliances and equipment vent terminals shall be located such that doors cannot swig within 12 inches SHT SHT - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. 3 w or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on ( ) g pp9 J the vertical le of the flashing shall be continuous under the siding. Where anchored masonry veneer is (305 mm) horizontally of the vent terminal. Door stops or closures shall not be installed to obtain this clearance. < # >_ PARTITION TYPE - The general notes and typical details apply throughout the job unless otherwise noted or shown. (D the vertical side wall, 9 9 direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontal) �/ - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the - provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be G2427.8 A mechanical draft venting system, excluding pp Y •.. •••. • •••• provided in accordance with Section R703.7.2.2. from or 1 foot above any door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper 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 located not less than 12 inches above finished ground level. adjustment before proceeding with the work. W inch 6.4 mm below the roof sheathing 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 - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their U aED AR overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than ;4 ( ) 9 construction shall be of the same character as for similar conditions that are shown or noted elsewhere on oeeRrcyFh�j� and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof from any air opening into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed hour shall be installed with a 9 inch vent termination clearance. the construction document set. Q �� .s �a� n� over the drip edge along eaves and under the drip edge along rake edges. 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 - All work is to be performed in a professional manner and in accordance with best practice and consistent W c� �� R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 from any air opening into the building. with manufacturer's and supplier's recommended installation procedures. _ * "t and 4 of this code. Termination. Chimneys s shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less Section G2439 (614) Clothes Dryer Exhaust - The architect has not been retained to perform framing inspections and / or field inspection. The architect U : -I-- R 1003.9 Y is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing ., �� than 3 feet above the highest point where the chimney passes through the roof. G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust systems °zsati° shall be independent of all other systems and shall convey the moisture and any products of combustion to the outside of the with respect to the construction documents. ❑ Fps IN building. PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER Section R1004 Factory-Built Fireplaces g• ("REGULATIONS"), 8 NYCRR 69.5, ENTITLED "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE •• .• .•....•.••••• •••.•••••.•.••.•. •1•..•• ••I.• R 1004. ry p 1 Facto built fire laces shall be listed and labeled and shall be installed Ln accordance with the conditions of the listing. Factory G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 built fireplaces shall be tested in accordance with UL 127. for use in dryer exhaust duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. JO A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: R IS A VIOLATION OF THE LAW FOR AN IERSON, UNLESS ACTING R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace manufacturer's instructions. UNDER THE DIRECTION N MBER system has been specifically tested, listed and labeled for such use in accordance with UL 127. 16023 R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings W is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric UNITS 101 (MODEL Al ) RT �.X. material shall be installed in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving SHEET NUMBER Energy Efficiency as a vent terminal shall not reduce the required internal cross-sectional area of the vent pipe to less than the internal Q N1101.10.1.1 112 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or cross-sectional area of one pipe size smaller. I lose shall be written in inches mm or markers that are installed at least one for every 300 square feet (28 ms) throughout 102 A Wcelu ) ( ) ®D�L 1 1 Z0 91 ru the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam W thickness and installed R-value. shall be listed on certification provided by the insulation installer. - W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, H ^ , CONNECT KIN6 5TUD5 TO TOP PLATE Z W 65-W X 24"MR ROOF FRAMING WRAP 1-1/4"X22 6A 6ALV.COIL STRAPCC 11 ATTAai To MH PAR OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2xb 1-�1 E (fr 2O X 24"MN Of OPP05N6 RA ERS CRIPPLE STUDS 0 CATTAW6-V 2 EM PAR 2x ACG LEDGER W/2-3/8"x5" LA6 DBL TOP PLATE I6"D.G. U ai OF OPP05Mb RAFTS BOLTS a Ib"OG INTO STUDS � .�� SEE FLAN RAT, 5� PLOW SIMPSON STRONG-TIE 2X BLOGKIN6 0 V AT A35 o EVERY RR 2 END BAYS 2X4 STUD WALL ORSABLE END llqrjS 0 Z 15 U ° GEILIN6 J015T OR 5TRON65AACO � - 0 °' L 5IW50N 5TRON6 SLMPSM SrRft - - TRU55 BOTTOM CHORD _TE HO ° ° 51MP50N STRONG-TIE 5IMP50N H2 CONNECTOR 0 EA. I-' •}•�d � r� SIMP50N 5•TRONFrTIE H2 W NAILS RDl E STRAPS 5NV11 DE ATTAGt�TO EAGft PAR GF OPPOSING RIiFTptS. ALTERNATE TO RJ06E STRAP: RAFTER TO 5TW AND KIN65 TTP. 8d NAILS TAP. HI3® EVERY RR ■ Q o �GEPlVN:RW STRAPS ARE NOF REgUFV MVV COLLAR TIES GF PROVIDE 2X4 COLLAR TIE AT (WF�1 ALIGNED) NO,+dMAI Ki OR 2X4 LIMn ARE LOCATEP N TIE LPPE,THRD OF TLE LATER THIRD OF THE ATTIC SPACE a_• N r FOR USE WHEN STUDS AND USE IN o"INATION ONLY WHEN STUDS AND W/4-104 AT EACH RAFTER) ~ ,NnGZ _ RAFTERS ALIGN �RAI=T#:RS DO NOT ALIGN ATT1G SPACE IND ATfAUfD TO EACH PAR GF RAFT6R5 W/4-10d NAILS 65-22 STRAP AT EACH STUD,SEE ' Z U �•� Id� L5U26 FOR 2x6 DETAIL 4 L- a� `a M LVJ26 FOR 2x8,2x10,OR 2x12 o j 0 Q *IN = t, 00 ❑ U Cl) MIDGE STRAP DETAIL / IDLE STRAP DETAIL 51MP5oN5TRON6-TIE sxTUDS°R®6" U'LU28® EVERY GJ(FOR CATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT DOLLAR TIES) T IL 2x AGQ LEDGER W/3/8"x5" LAG,r 2 / N T5L-OGATE AT EVERY RAFTER BOLT® 16" oG INTO 5N11D5 STRAPPING TO 13E 1-1/4'X 22 6A. ��STRONG �� / TO BEAR A MIN.OF 10'ON FRAMING. TALO.,SEE DETAIL 4101.ALL STRAPPING SI P50N SIRONG w NAILS Tl?.i IOD MAY EP Lw r APPLu / PORGH -ROOF' GABLE END WALL TE W OR� 0�I)qV is U". // STRAPfi'I NC DETAIL. DETAIL AT ATTIG Z eo NA:ILS TAP. FOR U5E WlgEN STUDS AND ME IN tAMBINATION ONLY WHEN STUDS AND / (� N r5. 'RAFTi=RS AL16N `RAFTI=RS DO NOT AL16N N T5. STRAPPING TO RUN ONTO RIM JOIST,SEE H DETAIL q/DI(ONE STORY)OR ONTO STUD AT WALL BELOW M^10 STORY) ROOF RAFTER' HURRIGANE TIE5 - - • \ • I N.TS. L OGATED AT EYERY ROOF RAFTER \ • Z ATT I G ST-RAPP I NC DETAIL • FOR FAME ONNEGTIONS o 5 POsr , •' USE W45-h AT ENDS DI NTS. O • ` f 2ND FLOOR MST PRE-W r--MR4-I6d FADE NAILS FROM Z / STRAP qN dx)2x PROVIDE 3"X3.fv"X3"WA5HER PLATE AT ALL ANCHOR BOLT5 KING STUD INTO HEADER ❑ / MSTC M 5ECLIFTO BY WOOD 51LL PLATES. / GOLUMN P05T TOP ANGHOR P SART NNS 51M THR�N PP,ED�513 A� T5 MAY BE U5ED IN LIEU OF , . w EW LENGTH 5 LOCATE AT EVER(GOL.IIMW 61RDLR CONNECTION s PROVIDE 3 X6 xo36 TALO.STEEL PLATE W/ 12 N.T5. DV 6F (4)NN5 MN M 6-80 NAILS AT CORNERS AND ETERSEGTIN6 51MP50N LSTAI2 STRAP W/ NN 5 WALLS. 3'XI2'XA36'TALO.STEL.PLATE W/ R,LBJ6TN�,) / \ ��_�NN5 12-8D NAILS AT AT BUTT JOINTS IN STRAIGHT L1F�R�� I KAL.L5 WF�E THERE SIN6LE PLATE OR HEADER 2X6 KING 5TIA5 NAlN), 5-IOD NAILS EACH END AT EACH JACK STUD CUT IBJ6T11 J NAIS 24'MINIMUM LAP SPLICE OPE AT SPANS UP TO 6 FEET O BEA5n TWO FOR SPANS 6 TO 12 FEET 5/8",P A301 ROD THREADED b"BOTH ENO5. THREE FOR SPANS 12 TO 16 FEET 2X6 JACK ANS( NA.NJ: .� . " 12-IGD MIN NAILS ONE AT SPANS<b' r T 1 BOTTOM AT ALL SPLICES TWO AT SPAN5 FROM 6'TO 12' FROVIDE MN END PRE-DST 3/4 AND I ROD AT 51MP50N STEEL STRONG WALL,SEE PLANS P15r*a 6F 1/N3 END LENGTH IST FLOOR NAZIS THREE AT SPANS>12' LLI 12 MN iy ET%NOTED OTHERWI5E ON PLAN (� 51MP50N P05T BASE 21X3/5'X3"WASHER PL W/NUT EACH SIDE UNL (4)NN5 MN N E-0 L ' I r ABU44 OR ABU66,SEE PLAN UPPER STORY SHEAR 0-0 \ WALL TO GIRDER_G5-2260ILSTRAP -- EXTERIOR HALL ❑ F�-1 O ALTERNATE ANGHOR BOLT DETAIL FLOOR T_ O EL_OOR TIES I BELOW GONHEGTION 4 I l 1n,mHoorJ�MNc+NORBOLTW/7, FOR SET BACK WALLS HDU HOLD-DOWNS AND ST�ZONC WALL DOUBLE TOP WALL PLATE 5PLIGE DETAIL HEADER GONNEGTION N.TS. LOCATED AT EVERY STUD I `\ EOUNOATI ON MINIMUM EMBEDMENT OR EXPANSION (� NOTE: I � BOLT WI 5'MINIMUM EMBEDMENN.T5. N.TS. IT COIL STRAPS L1W!RV lW PRONE.tsd GONMON PA x W LONG)MALS. \ (WL STRAP'OVER 6EAnft PRAM 10d C&I"(ON x V LM)NAILS. I \ GOLUMN POST BOTTOM ANCHOR ~ ` N.TS. AT EveRY GOL UMN/FIRDLR GONNEGTION , T mam ALLOWABLE HOLES - \ P`� To naT vALItY vac 8D NAIL 0 6 0/G AT ALL PANEL EPSE5 IGD NAIL 0 24"0/G U LVL Headers and Beams \ MAW N tats Tae WALW IbD NAIL a 24'OK, Z AS M Wrcta HIP RAFTER, 'SHEA°THINC7 PLYWOOD Microllam® LVL � Ram R 51MPSON HGP HIP 5EE PLAN INTERIOR 1.3E TimberStrand® and CORNER TIE LSL hole zone Paraltame PSL 2 x diameter of the Y3 depth 0 (4)NN5 MN N FU 1,110E 24'E: WIDE MINIMUM LL W16W li LENGTH I (TAP) WALL RETURN 15 PROVIDED AT ENDS OF �" hole zo largest hoe (minimum) � NOT BRACED WALL LINE THE b"HOLD"MAYIx BE ELIMINATED. PROVIDE TWO(ONE AT EACH I n"LRJGTH(MN) - SIDFU GS-22 STRAP' PER DETAIL 4 IN LIEU OF I I�4 WHO- �iipc gl, J 8D NAIL ANE 0/G 51MJC, -22 ST APOVN IN THE DETAIL NAIL SHEATHING TO ° c AT ALL PANEL®6E5 INTERIOR d - SILL PLATE W/8d 2x AGQ SILL PLATE. Douelf EXTERIOR GYPSUM BOARD rr- 73- LSTA36 NAILS 0 4'016 51LL AT RUL.BASEMENTS T-M1WUM 5/8 DIA.STEEL ANCHOR - -- - - Microllam® LVL and MAX 2,$,O G- Ix W RIOT VAJIV Parallam®PSL BENT BOLTS EXTEND BOLTS MIN.7 IMTo 8D NAIL® 12'0/G AT ALL 65-22 COIL STRAP J1GHc STREP TO RArlet MEMBERS NOT AT PANEL EI76E5 EXTL NTH 4 �v allowed hole zone 3k 3'WASHER TO EACH BOLT. (2)2 x i A(4 SI PSON LTP4 RATE NWTO 15!32"056 OR �_��y�,p middle Y3 span 04 CONTINUOUS BAR PROVIDE TERMITE SHIELD SILL SIL PUTS IN51DE CORNER OUT5IDE CORNER LSTA36 W 10-I0d NAILS SEAL AND MAINTAIN 8-MIN. RLN AND 5LL RATE A W0/G PLYWOOD SHEATHING d 1.3E TimberStrand® LSL allowed hole zone d INTO STUD ABOVE AND LOCATED 2'TO 6' FROM WD TO FINISHED GRADE Wiry&K Nr>�Ta Iii BELOW(2 EACH coRNrER1 FROM TOP OF WALL NOTE, WL AS IM TAE 53D Wr6Al PLAN VIEW PLAN VIEW � M o 17 M .- I-LGeneral Notes Q N N � N °° Tall=2,51800 COIL STRAPS UNDER SHEATHING PROVIDE:bd COMMON(0.131 x 25'LANG)NAIL.5.COIL EXTERIOR WALL TOP � " M � " � DATION RTA" STRAP''OVER SHEATHING PROVIDE.IOd Co+"(0.131 x 3'LANE)NAILS. EXTERIOR CORNER HEADER MAXIMUM ROUND Allowed hole zone suitable for uniformly loaded LAY-OSIER OR FAL5E /ALLEY PLATE HIP GONNEGT I ON DEPTH HOLE SIZE headers and beams only. /---,2nd STORY CORNER GONNEGTORS VIPI=GAL ANCHOR BOLT STUD TO RIM JOIST TO SILL PLATE WALL FRAMING 4 • Round holes only ! 5-FRAU NL DETAIL 18 5Y" 1%4" . No holes in cantilevers. ,� KT7Y4"to 20" 2" • No holes in headers or beams in plank orientation. a 1.OGATE AT EVERY STUD N.TS. A1.T5. �•T•5' See Illustration for Allowed Hole Zone DO NOT cut,notch or drill L OGATED AT EVER f GOR1�R _ L OGATION A5 NOTED N.TS. holes in headers except as indicated in illustrations and tables. A MINIMUM OF TWO BRACED WALL LINES(5HU ARE REQUIRED IN EACH DIRECTION OF A BUILDING. BWL'S SHALL NOT BE SPACED EXTENDED STRAP ANP WALL SIVTHING III E aTMED AND WALL SifATHIND O O O O O O MORE THAN 60 FT APART. WALLS WITHIN A BWL 5FIAL1 NOT BE OFFSET BY MORE THAN 4 FEET FROM A BK_. BH_LOCATIONS ARE N� TO TCP OF PONT'WALL r 115®-�� NOS TO rep GF PONY WN1 r LEE ( � � � � � � INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE AT C -W5Y H END OF A BHL. THE DISTANCE BETWEEN ADJACENT w w w w w w 5MP50N DTT1Z t10.DONM pRK� A BRACED WALL PANEL(BWP)SHALL BE61N WITHIN 10 FEET OF EACH PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER WAL END PAN3S(TYPE&tiau AS WALRPD EDGE5 OF BWS SHALL NOT BE GREATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO BHP ON EACH BWL EXCEPT AT CO ® AT BRACED WAL PETALS G MD D. WALLS<Ib FEET LONG MAY HAVE ONE 48'OR LONGER BWP. BWP'S ARE TYPICALLY CS-W5P SHEATHED BRACED WALL PANELS '® GONTINI0115 TO AlP51DE OF PANEL(TYPE A)OR GYPSUM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BWP TYPES A 3 I/2'WIDE LVL HEADER(5�FLAW N m WTD NAILS AT DTTIZ AMC)B DO NOT QUALIFY DUE TO MINIMUM LENGTH REWIREMENT5 OR ADDITIONAL CONTRIBUTING LENGTH Or-BW B 15 REQUIRED. 0 ® BWP TYPES ARE INDICATED ON FLOOR PLANS. ® -3/8'm THREADED ROD ® 05-W5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET z z NOTE:WHERE 24'WIDE MINIMUM FULL HE169 THE MINIMUM LENGTH REQUIRENENT5 OF TABLE 8602.105. NAIL X6"MINIMUM WALL GOrIT1NalOUS D MIN DEEP HEADER TO � CONTINUOUS IIV4 MIN DEEP HEADER TO WALL RETURN 15 PROVIDED AT ENDS OF SHEATHING WITH 8d NAILS 0 6"0/0(EDGES)AND 1210/0(FIELD)AND PROVIDE 2X OUTSIDE KING STUD(SEE PLANT FASTEN E KING STUD(SEE PLAN) 4 FANH PD6C ~N BLOCKING AT ALL UNSUPPORTED PANEL ED6E5. PROVIDE 800 POUND HOLDOWN FASTEN�'510/c I NE C HEADER.YU o NAIL�'51fATHNE TO HEADER W/ F- GS-W5P BRACED WALL LINE THE 800E Z tNOLDOWtd MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE a 8D NAILS o 3'0/6 IN FAGHI DIRECTION a 8D NAILS 0 3'O/G IN EACH DIRECTIONKAL- MIN PANEL W EITHER A 24'MINIMUM FULL HEIGHT WALL RETURN OR A 48'MINIMUM BHP. SIMP5ON LSTA24 STRAP ON BOTH 5105 Mal ►u SIMP5,ON LSTA24 STRAP ON UNSHEATHED HEIGHT(FT) WIDTH'L" v TRIM TOP OF PANS AS REQU 0 EACH OF HEADER TO JACK STUD W/16-100 NAILS FACE W/I�-tOD NAILS 9 �� b i/4'SD5 5GR615 o r'- � m TABLE 8602.105 MINIMUM LENGTH REQUIREMENTS OF GS WSP z 1 _I FASTEN TOP PLATE TO HEADER W/2 H FASTEN TOP PLATE TO HEADER HU 2 H . W GON RVj5LY SHEATHED BRACED WALL PANELS z ROWS OF I6d NAILS a 3"0/G Z 10 34� PORTAL IDES(4 In'Fi20M EDGE(Q W W ROWS OF 16d NAILS 0 3'O/G tL II 38 BOTH SIDES(4 STRAP''PER PANL3� > Y WALL AJA LENT CLEAR MINIMJM LENGTH OF p S O -51MP5oN GNW GaUPIFR VJT 1�16HT(FT) OPN6<64 BRAGED24HALL PANEL O BLOCKING AT PAMrF1 ED6E5 N�SON 5 Z �•/ c=i o (2)JACK 5TUD� MIN OR F'�PLAN (2)JACK 5TIA5 MIN.OR PER PLAN 12 42° W W I''- $ 64'TO 80' 32' O BLACKING AT PANEL ED5E5 BLOGKIN6 AT PANEL EDSE5 5W5B TRON6 VWIL 80"TO qb' 36'' O PAUL SHALL HAVE A LB46M'L'OF NOT PANai VERIFY PANG 15 PLUMB () <64' V. GYPSUM BOARD °GB"BRACED WALL PANELS(TYPE B)SHALL BE PANS SHALL RAVE A I e1GTH t of NOT 1 U) F� W 1.E55 THAN Ib'FOR 8 FT WALL,18'FOR 9 � LE55 THAN Ib'FOR ONE STORY AMD 24'FOR NOTE,DETAIL APPLIES TO -3/8'A ANCHOR BOLT OR q 64'TO 80' 30' 48"MINIMUM IN LENGTH ON BOTH SIDES OF WALL PER TABLE O FT WALL,AND 20"FOR A A L, WALL 5� FIRST FLOOR OF TWO STORY APPLICAT10K BOTH ENDS OF WADER W 0 O O SEE PLAN FOR ACTUAL LEWTH. Cn • ADW61VE ANCHOR 8o'TO qb' 41' R602.IOS."SECURE)�'GYPSUM BOARD WlTlia 6d COOLER NAILS, PLAN FOR ACTUAL LENGTH. J IF WIDTH TO HEIGHT DA•EN510%ARE a <64' 30" D415 X IYs GYPSUM BD NAILS,OR.0018 X 1%0 ANNULAR RINGED IF WIDTH TO HEIGHT DIMENSIONS ARE Ejt(,®ED THEN DETAIL-F'TO BE�. � LL' • " NAILS a 7'O/C(EDGES)AND 7'0/G(FIELD). BL.00KIN6 15 NOT EXCEEDED THEN DETAIL'-'TO 13E USED. yam, ❑ -� 10 64 TO 80 30 REQUIRED AT UNSUPPORTED PANEL EDGES WHEN PANELS ARE , �•- 80'TO qb' 38" IF GONTiNU0U5 LEADER 15115®OVER • INSTALLED HORIZONTALLY. PROVIDE J015T OR TRU55 OR FILL BOTH OP8aN65 THEN MIDDLE WAIL- _ 'Partial credit for panels 3b"to 46"wide Per 8602.105.2 HE16HT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALLS. ONE JACK AND KING STUDS � ONE JACK AND KING STUDS BR AGINS I5 NOT REG1D "L°�rG2,A2„TO H � TYP I GAL HOLDONN DETAIL AT CONTINUOUSLY SHEATHED WOOD FASTEN 1AW SHEATMN6 TO EA6H STUD FASTEN IA6'S•EATHI%TO EACH STLWTHO KING STU05 F- STUCTURAL PANEL "CS-WSP" - TYPE A GYPSUM BOARD "GB" -TYPE B o AND5ILLWbDCOMMIONMAILSo3'0/0 0 AM W/BD CON"NAJL503'0/G � m R FAAND ILL I eHEATH IL TO STUD Iii FRAMED FLOOR NOT TO SCALE PER FIGURE 8602.10.5 NOT TO SCALE PER FIGURE 8602.10.5 - - AND SILL ry 6a NAILS o 4 0/G (� PORTAL DETAIL"C'ONLY APPLIES 51MPSON HNDU2 HOLD"W/b V4' Z 0 N.TS. TO 2 FT TO 18 FT WIDE OPENINGS. 51 HC 5 HOLD"DOUBLE L IEND4T05 PANEL TO 517 DII�GIIY ON TOP OF SCREWS IN DOUBIJ:EtND STUD SD5 SCREWS IF NO FLOOR ABOVE. (� p p � TABLE 602.103(1)BRACING REGTUIREI ENTS BA517J ON 140MPH TABLE 602.103(2)WIND ADJUSTMENT TO F0U4 HOLD" O 1R ABOVE. WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REGIUIRED LENGTH OF WALL BRACING. 2-1/21 ANCHOR BOLT OR EXPAN510N 5Gi2&!S IF FLOOR ABOVE. GONGRETE FOIANDATION WALL 5h Tai DTTIZ t16LDIOPM AT 0-W ISR" WALL HEIGHTS,AND 2 BRACED HALL LINE5 ADJUSTMENT STORY CONDITION ADJUSTMENT BMT WITH 2'X2'X�4'PL WA5H92 1/2'A ANCHOR OR EXPANSION BOLT WALL EW PM 15(TYPE A�NW AS RW(&W BA5EV ON SUPPORTING FACTOR AT WAL PETALS 6 AND D. CONTi EMO 6B •4 BAR CONT IN TOP OF GONGREO CONCRETE FOUNDATION7 71 OVER 2-1/24 ANCHOR OR EXPANSION BOLT U ��R D ARCy ®N 1� STORY BNL SPACING FOUNDATION �4 BAR GOVT IN TOP OF CONCRETE NC3 TIE m SHEATHING EXPOSURE GATE60RY ONE STORY G 12 FOUNDATION •14 BpR CONT N TOP AND BOTTOM Q ® 6-ICD NNS AT VITZ , , F)<P05URE CATEGORY ONE 5TORY D 15 � TOP 10 2.5 55 EXP05l1RE CATEGORY TWO STORY G 1.3 PAS-18 ANCHOR 801.7 OR 96'THREADED OF GONGRETE FOUNDATION 51MP50N 567/8X24 OR PABi-18 ANCHOR W EXPOSURE CATEGORY TWO STORY D lb EXTEND WALL SHEATHING OVER RIM JOIST ROD VV W PLATE,SEE DETAIL IS/DI PAB5-18 ANCHOR BOLT OR%'THREADED BOLT OR Ye'THREADED SEE DETAIL TROD l = c•a f`. TOP 20' 5.0' 10.01 OVER ROD IN WA5H3R RATE,SEE PETAL IVO U N S ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL ED6E FRAMEDco ® TOP 30' 1.0' 145' ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL KALL PHAS GONTRI xmN6 LENGTH OF 48 TIL TYPE 0 ONLY TO TOWARD5 Rb02.0.3(1)MINIMUM LEM6TH WALL TO 8E USED ON FIRST FLOOR APPLICATION ONLY,PMS HAS cZ KI SIMP50N STRON6•WALL R6GL11RE5 @N61M3�DESIGN TO � --�J TOP 40' 01.0' 185' ROOF EAVE TO RIDGE ROOF+L FLOOR 15 FT I.IS REGIAREMENT5 FOR BRACED WALL PANEL5 AT BRACED WALL LINES. WALL TO BE CONTRIBUTING LENGTH OF 4b'TOwAF05 R602.103(U MIWMIM L6N6TH TO DETERMINE PANEL SIZE AND ANCHOR BOLTS FOR ❑ OF NE`N ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 I�ON FIRST RLOOR APPI"TWN ONLY. FMWIR8�N<TS FOR BRACM WALL PANELS AT BRACED WALL LINES. ACTUAL HORIZONTAL OB16N WIND LOAD AND CONDITION TOP 50' 11.0' 23.0' ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ( I ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP JO NUMBER TOP bo' 13.0' 27.5' WALL HEIGHT ANY STORY $FT o.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL llABWIl SIMPSON STRONG WALL 3/8'm ANaM BOLT OR WALL HEIGHT ANY STORY 11 FT o.q5 DETAIL - TYPE F 2016023 ADHESIVE ANCHOR BOTTOM of 2 10 5.0 105 HALL�,� ANY STORY n 1=T Los FRAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPED DETAIL - TYPE E WALL HEIGHT ANY STORY 12 FT I.I BOTTOM OF 2 20' q.0' Iq.O' NOT TO SCALE PER FIGURE 8602.10.6.3 D NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD W NUMBER:OF BHL PER PLAN DIRECTION AT STORY 3 1.3 • � n BOTTOM OF 2 30' 13.0' 275' NUMBER OF BVI.PER PIAN DIRECTION AT STORY 4 1.45 Q SHEETNUMBER 2 , , LIMBER OF BVL PER PLAN DIRECTION AT STORY 5 OR MORE 1 b BOTT°MOF2 I�° (21 BRACED WALL PANEL DETAILS GYP BD FIN15H OMIIED FROM INN5IDE FADE OF BWP 1.4 HOL-DOWN DET A I L AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD GS-H5P ONLY UNITS 101 (MODEL Al ) 102 (MODEL A Z 0 BOTTOM OF 2 60' 25.0' 525' APPLIES TO GYP 50 TENING AW METHOD 6B ONLY STORY 4"O/G O.l W N.rS. D-1 NOT TO SCALE COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED U) ^ i Z c , W �1 E n" o U N OONr.2"X4 iOG�CGJ6 TYP.EXfEtlaR WNL00 U N U VOLT CU(RI tI!RS®I6"OG.- 2 z �' Fly 5OFFIT 4 2 A N O 2 2 04 _ C, y (2)2"x6"EI.00KM6 PM ZLO(A VL.Pi x6x8 F– � N 4 Z RV6E5 TO AL16N PY I-WOW OR 159X c N•- z U � sc�� RIDGE VENC i 6 I"x8"Tm Q L' xL�5 °i RID6E5 TO ALIGN = r N co I"xi"FA�'.IA U w m M ❑ M RIDGE VENT !I' "PLYWOGD SffATI11N6 U TYPICAL ROOFING: �, H16H GEILIN6 BEYOND 15# UNDERL4YMENT (x4"TRMCID 12 "PLYWOOD SHEATHING b'AlAZs�TRIM d b'AZEK TI21M b HARDIPLANK Iit Iff nomIll I!11".1m DBNTIL BLOC:#DTLB6xbx0 HORIZONTAL SIDING Al 12 '- BY TYPON'OR EQUAL b'A EK TRIM 7 12 N I 12 ° 'B,r E 12� - GABLE END DETAIL +_ 12 6 AZEK TRIM 13 IN 112 PL HT, OH AI N.T.S. z I 6 AZEKTRI _ Ik 8'AZEK RAKE BD YY * Q IN 6'Al RAFT m 12 IN 3'AZEK TRIM(IYP) '^ 1— b HIGH BLIND 1 = b AZA rs BD W/IN 3'Al FLA5HIN5 At TIM TRIM b'HIGH BLIND ROOF b'BLIND PI-Al r 12 Q b'HIGH BLIND METAL EYEBROW - I2 11 11 1 Ill 11 11 11 4 4 FLASHING FLASFIIN6 STANDING SEAM ROOFING 0 0,12 PITCH - — Ix0 FASCIA W. NAL ROOF z w AZEKALf6N b'BLIND �+ Ix0 FASCIA BD. BEDROOM#2 PL HT U DEN PL — FRIEZE W. FA5GIA5.�'`T FLASHING � l'-0" I'-0• It 1 1 Li aN. Ill I A Ln Mai Itj o m 0'Azo FRIEZE W. i i i _ OH. " - >r ® FRIEZE BD. Lj I 4 i I x0'AZEK 4 Q I I ~ f l 4 I l X61 _ F II II R 4 I m I I ~s it I Q 4 P Ix AZEK TRIM I I = 4 I I �: ;- II II IL I � I II II II 4 II II I II II I I LLLIL I I I I I FIRST LINA IR5T LINE FIN. IST FIN. IST FLOOR FLOOR ELEI/= Ill I � bxb P.T.P05T NTH SIMPSON 10'5QUARE HBd6 PS;W CAST w I bx6 P.T.Pt75T NTH SIMPSON I I I I BC52-3/b POST CAP ANCHOR d I GOLUMN#46382 W/5QUARE I ~ 10'SGUTARE H♦Bd6 PERMA CAST 51MP5M AM66 POST BASE A3 COLUMN#46382 W/5QUeok BG52�/6 T GAP ANCHOR d I I I I I RAT CAP 2 COLUMN TO BE "7 I 51450N AE1166 POST BA5E (TYP-ALL GOLIIMNS) FLAT GAP d BASE(OR AU -GORNER COLUMN TO BE I '-ALL CUM0 I I I I I PROVIDED MU SPLIT KIT I t� 4 I I I PROVIDED W SPLIT KIT I I I I I I I I I § °0 � I I I I I I I I I I d) ❑ w O I I I I I I I I I I I uNFINI aooR — — - - - - - - - - - - - - - - - - - - - - - -I - - - - -L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - —uNfFlNe5Mrr3ooR - - - - - - - - - i_ - - - - - - - - - - =- - - -i- - - - - - - - - - - - - - - - - - - - - - � -i- - - =`i=- _�- — _ � U H FRONT EL�A�TION FRONT ELEVATION 36 = 1-0 36 = 1-0 U Z w UNIT 1020 UNIT 101 U MODEL Al MODEL A LAUREL TO ALIGN Q N o � N ao RID6E5 TO ALIGN N M ao N 4 RIDGE VENT N - _ Q RIDGE VENT APPLY ICE d WATER SHIELD IN FAIR 12 WEATHER N-BN THE AIR,ROOF DECK ANDORIZONTAK t 135 2 MEMBRANE ARE AT TEMPERATURES OF 40'F `6'"Al TRIM HORIZONTAL SIDING �, T BEYOED (5•W OR H16HR t 135 12 I'x 0'AZEK RAKE ED W/ - IIN 3'AZEK TRIM(TYP) Xi (NSTALL ICE 4 HATERxD PER MANUFAGTURC�'5 SHIELD IO I e T-Y"'OZ EQU6AL z z z z z z 5PEGIFIGATIONS TO MAINTAIN PRODUCT WARRANTY 12 12 rn 12 t 10 t 10 12 12 12 12. —I-0" I lilt 1111111 1111111 1 I'-0' 12k 10'VINYL INSTALL ICE d WATEt5FHEID 12 12 Al I 12 ARGHITEGTIIRN o 12 I LAUVERED TYPICAL ROOFIN6: m PER MANIFAGTURERS, SPECIFICATIONS TO MAINTAIN 12 AI SNIN6LE5 15#FELT PR0a1GT WARRANTY it I IJ bc0 FASCIA BD. VVERLAYMENT I/2"PLYWOOD wr b IND 0"AZA b"HI6H 606 %EATHIN6 APPLY ICE d WATI3t SHIELD IN FAIR IN6 FRIEZE BD. i3A5HHNG WEATHER WHEN THE Al ROOF DECK AND MEMBRANE ARE AT TEMPERATM 5 OF 40'F ALIGN (5"61 OR H16HE FASG A5 FASGI I-- BRKFST PL HT — — — — MSIR BDRM MASTER B — DINING PL HT w PL HT PL Hr U I'-0' .�_ X110 ICSH O" IZ } OH. I-0H' NOH" 'o" W OH. F0� Q O -- - - - t - - _-_- I I I I I I w O Y FXIFRIO2 WIal i _ _ ! i ISpFFIT I'-0" I I I I I U W -HARDIPLANK SHINGLE SIDING OH, I I i t I I w W F- -TTVEK OR EQUAL j j U o -TAb'05B 5FEATHIN6 rs I I = ti' 6' I I I I I i z -2xb WOOD STUDS 0 Ib"OG.s' I 6-1 I I I I I I 4 (7 -b'R-21 BAITS �' I 4 � 4 4 © I I I I I I P = w Q i I p i 4 GARAGE4I I I I I IHW"I TOL 1 11 1 1 Ill Ill lilt, L M r , o WALL - � w Ix4 AZf3C TRIM Q Z BEYOND. I I I I I I II II Ii w 4 �µ! i i i i i i 2020 NY5RC-62421b(503b) ❑ �j.� �M � Al Hli 1111111I IN. IST FlRSr UNE i Fl FLOOR uNE VENTING SYSTEM TERMINATION LOCATION: _ N FIN. IST'FLAOR OR THE VENT'TERMINAL OF A DIRECT VENT APPLIANCE NTN AN lit U IW9 OF 10,000 BN PER NOW 011 OR LESS 51-ALL BE LOCATED AT LEAST 6'FROM ANY AIR OPENI%INTO A 6x6 P.T.P05T NTH SIMP50N I II I III I I I I I III I III I ( I I I I I BUIlDIN6,AND SUCH AN APPLIANCE WITH AN MITOVER IOAOO CO m M52-3/6 P05T GAP ANCHOR E I I IO"SQUARE F�d6 PERMA CAST I I Ix4 AZEK TRIM III I III III I III BTU PER HOUR Wr NOT OVER 50,000 BTU PER HOUR SHALL BE z SIMPSON Al POST BASE w (TYP-,� ) I I COLUMN#46362 W/5QUARE I I I I III i III I I I I I I I III I III I I I I I I I I INSTALLED NTH A 9 INCH VERT TERMINATION CLEARANCE,AND FLAT GAP d BASE(OR EQUAL) I I I I I I I I E6f�55 I I I I I I I z III I III III I III OVER 50,000 BN PER Ha1R z AN APPLE -CORNER COLUMN TO 8E III I WINDa411 I w III I WIII I I I I PROVIDm HV sPlir KIT I I I I �-�—L--� I I I � 4 I I I I �=—i=_ `.�'1AU-HAVE AT(EAST z ve�rr TEfzrnrunar ------ CLEARANCE THE BOTTOM OF TM VENT TERMINAL AND THE AR — INTAKE SHALL,BE LOCATED AT(LEAST 12"ABOVE 6RADE (!) .......... ... ...... ............................. u------ 4 I I I uI I II I I I w �, l____ _ _ I I I I I I I v ��R o AIf? FDI 2020 NY5RG-R3I2.2.1 ,5 RT c %. IN DWELLING UNIT5,HERE THE TOP OF THE SILL OF AN F- eO� hF� FO — — _ — — — — — — UNFIN. IINFIN. FLOOR — — _ — — — — — — —I — — — — — LI — — — — I_ — 1 — — _ — — — — — — —_ OPERABLE WINDOW OPENUN615 LOCATED LES5 THAN 24" Q �� y(� — — c�a LIZ A - - - - - - - - - - _ - _ _ _ __ _ _ _ _ - _ - - - - _ - - - - -i_ = - - - - - - -i- _ _ - - - _ ABOVE THE FIN15FfED FLOOR AND 6REATI3t THAN T2 ABOVE - - - - - - - - - - - - - - - - - - - - - - - -I— - - - - - - - _ - - - - - - - - - - - - - - - -- - - - — THE FIW5t�76RADEazOTHER 511RFAGEBE-ON ONTHE W — — — — — — — — — — EXTERIOR OF THE BUILDIN6,ITE OPEZA13LE WINDOW SNALL = " s� (COMPLY NTH ONE OF THE FOL.LONN6: •OPBNIN65 THAT HILL NOT ALLOW A 4 INCH DIAFEIER 5PMRE -REAR \/ TT�nA S TNRO"THE OPENINE IN 115 LARGEST OPENED 0238�� -REAR ELE Y ANT I ON OK L Y A<T I ON •FAL PREVENTION DEVICES TIHAT COhRY WITH Al F 2090 ❑ 0�N�� 3 6 = I-0 3 b = I-0 (THE WINDOW OPENIN5 CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLANN6 THE WINDOW TO :.......... ...... ................. ................ FILLY OPEN,SFW(NOT REDUC.IE THE NET CLEAR OPENING JOB BER AREA OF THE WINDOW LWT TO LESS THAN 5:i 5Q1ARE FEcI'. UNIT 10 1 UNIT 102 . . 2 16023 - (1) W MODEL A1 (HOLLY) MODEL A (LAUREL) (MODEL DUET CLUSTER = SHEET NUMBER UNITS 101 Al )) �. (MODELA ELEVATIONS z 102 ) U) A I w 01 COPYRIGHT GRCH ARCHITECTURE P.IC, 2017: ALL RIGHTS RESERVED RIDGE PENT U ^ , "FIRE RETARDANT Z PLYWOOD SHEATHING o 2"x0"RIDGE BEAM U m 12 12 O -� U 12'UPPER 6ABLE 12'UPPER 6ABLE Z V r2 elnLv-our Buav-aur 12 712 � � 20X6"RR _o :IW06M TO AL16N RIDGES TO ALIGN BLOCK ® 16"OG. 1— v0) d v GUTTER5 E LEADERS RIDGE VENT RIDGE VENT BLOCK RIDGE VENT RIDGE VENT j '�...� V > 22rn ALL amuz.5 E LEADERS SHALL BE BAKEDRIDGE VERT RIC6E VENT (2J 2"X10" N>:WHITE ALUNINEIM 032'N11N GAUGE 6UTTiitS PT 61RDER SHALL BE 5'5E4N4J55,0,6.STYLE NV ALL RELATED E REQUIRED ACCE55ORIE5. LEADERS SHALL BE MIN 2'x3',ART'GAUGE W/CLIPS E SWALL ECURED TO Z ANCHORS. GMX E SEAL ALL JOINTS. PITGN b° GUTTERS MIN I/8'/FT.PROVIDE P.VC. OH. 6' — ® O L a� m M OH. ENDS V � o � �'t RECEPTORS 8'ABOVE GRADE TO RECEIVE 00 LEADERS(CLOSED GAP DBoO. RIDGE VENT .Mo. RIDGE Vaal �,�. - rn GABLE, OH, �� r= 6ABLE GABLE t 10 = OH. OH. 1 a 6ABLE GABLE 6 LE b'NIGH BLI GH. OH' FLASHINGy- If I'll III III RooF o covEizED O.H. b'-0" O.H. 01 ROOF o COVERED PORCH BEYOND PORCH BEYOND _ Ix8 FASCIA BD. AI5 2"X6"' FIT BEAMSi A'AZEK Z cpv. 0 16" .G.W/VENTED p VINYL 50FFIT BIRD H . �� ARnsE PL►tr - -- �� OVER U 10"SQUARE HB6 DERMA LS' CAST COLUMN#4b382 W/ o � -0" 8'AZEK I I oH. _ ® FRIEZE BD. © I I SQUARE FLAT GAP d �, Ifill i . i i BASE(OR EQUAL)- O 1 1111 11 >� CORNER COLUMN TO BE U I i 1111111 1111111 fill WALL o 6ARA6E i i g PROVIDED W/SPLIT KIT iT I I BEYOND j j I - _ j I COLUMN a LL `' COVERED �- I I ; I I I I Ill 11 11 ill I PORCH p m I II fill 11111111 Illill Ill 11 1111111 Ill fill ill ill I 111 Ill I I I BEYOND Z II � � II II II ❑ II FIRST UNE ! lillill 1111111 fill 1111111 111111 FIRST FLOOR LINE FIRST FLOOR LINE ! 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LEFT 51 DE ELEVATION RI GHT 51 DE ELEVATION (BREEZEWAY 51 DE) •TAMP s FILL TO q5%PMITY p� U 5 = I-0 W6, = I-0 UNIT 102 UNIT 102 1 BREEZEWAY SECTION A 1 . 1 NTS. z U MODEL A (LAUREL) MODEL A (LAUREL) z w U O RlPii TO AL16N RIDGES TO AL16N Q - li VENT `r R106E VENT 12 HARDHORIZONTAL SIDING 12 - .i 12 12 -55 HARDIPLANK. 55 cam'-" 4 6UfTER5 E LEADERS 9 HORIZONTAL 5101% ALL GUTTERS E LEADERS SHALL BE Bi 12 LU x-12 i W NTE ALUMINUM A32'MIN GAUGE 6UiTEZri Q N o ri ...:. 12 - t 85.. , .»- -. =- SHALL BE 5'5EAM11- Ob.5TYLE W/ALL t 85 RDS VEIV - RELATED E REWIRED AGGES5011i LEADERS N r N oD 10 ID -�'° ."' SHALL BE MIN.2'x3',A21'6AU6E NV CLIPS E RiD6E VENT D N M a0 N ANCHORS. G&LK E SEAL ALL JOINTS. PITCHdi VB IT 6UiTER5 MIN.1/8'/FT.PROVIDE li - _ RECEPTORS 8'ABOVE 6RADE TO REGEIVE _' — — LEADERS(CLOSED CAP DESI6W. _ = _' "F_ GLERE570RY 7 12 BEYOND BEDROOM� WAIL BEYOND ROOF o COVERED �,� -.-_..�,.r 12 .O• fn PORCH BEYOND — GABLE Z Z Z Z Z Z t 10 - - _ 1x8 FASCIA BD. ..-..-�` ._•- �'- - 6/-)6 MSTR ESR 1 0`' .,r 12 w w w W w w 12 ESEDROOM*2 PL HT E3RKF5T F'L HT PL HT— -" 12 12 m 0 6All i6E c� . OH. ONS. OH. -- — o_ -0• �_-; .-. ..1,.._ - - FRIEZE BD. _-- ! i-0 I I MASTER BEDROOM �' I I FTWTL� I Ill Ill I 1 1111 ill fill ill Ili I ill 1111 11 Ill ] Hill 11111il WALL BEYOND 4 Q I I I'llfilil Ill Q = = I /1 WALLA COLUMNA I I 4 GOLIm 0 4 W V J V C tom_., I I Q COL"A COVEREv BEYONDi ? I I I COVERED 11 l:-A,! � c 7 PORCH BEYOND PORCH I I �_ FRONT PORCH �- TTFI I BEYOND 11 !t,4 BEYOND O 11 I I I IY Alk . FIN. 15T FLOOR - .-1. , = ll 11 FIN. IST FL ODR FIN. 1ST FL _- FIN. IST FL w ~i W � E LEV= O'-O" ELEI/= O'-0" Eli O' " Z U o ix4 AZEK TRIM I I -I I I Ix4 AZEK TRIM L_I i ( a U) Lu Ca"A covet® I I I b I HOUR RATED EXTERIOR w o Ig FFaNr PORCH BEYOND I I I I FD1 I I I BEARIN6 WALL I I 1 I w a I I I I I I I i I A55EMBLY- 5EE DETAIL: e I ALI I 4 ❑ �--� uj � I I I I VENTING 5MEM TERMINATION LOCATION: _ 4 I I I I I I 2020 NYSRG-624218 .8) � THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN J Q UNF1N1 BSMr FLOOR— I I I I I I I I I I I INPUr OF IOpoo BTU PER Him MW OR LESS SHALL BE I1NlFIN.BSMT FLOOR LOCATED AT LEAST b'FROM ANY AIR OPENING INTO A - co - - - - - - - BUT NOT OVER HOW Wff OVER- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — —— — — — — — INSTALLED WITH A g INCH VBdT TERMINATION U.EARANC.E,AND AN APPLIANCE NTH AN MIT OVER 50,000 BTU PER HOW z � � Q SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION z C] 0 CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12'ABOVE 611 U) ........................... W DE ELEVATION LEFT 51DE ELEVATION (BREEZEWAY 51D�) �I C HT 5 L _ � ARS 2020 NY -8312.2.1 U � 5 toe T cy,� 3 6 = 11-o" IN DN811N16 UNITS,MERE THE TOP OF THE SILL OF AN O 3 6 = Ili OPERABLE KNDOW OP@UN6 15 LOCATED LE55 THAN 24" Q I �Z A ABOVE TIE FINISHED FLOOR AND 6REATER THAN 12'ABOVE i ii z lk THE F1N15HED GRADE OR OTHER SURFACE BELOW ON THE W UNIT 101 COMPLYEXTERIORl aF O E BULDIN6,THE aPBRABLE WNDaW SHALLUNIT 101COMPLY 79 T AT OF THE ALLONIN6� 1 oPENIa65 THAT HILL NOT aL1ow A 4 INCH DIAMETER SPHERE U TO PA551H RO[i THE OPENING M ITS LARGEST OPENED 0 810 y� SOK ❑ F N E`N MODEL Al (HOLLY) MODEL Al (HOLLY) FALL PRPVINTION DEOCE5 THAT COMPLY WITH ASTM F 2080 (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLoi THE WINDOW TO ..... .............. .......................... FUIY OPEN,SHALL NOT REDUCE THE NET CLEAR oPENING JOB MBER AREA OF ITE NINDOW UNLIT To LESS THAN 51 SWAM FEET. Tw� "ID . w 2 16023 UNITS 101 (MODEL A 1 & DUET CLUSTER = SHEET NUMBER 102 (MODEL A ELEVATIt�NS z ) `) W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Z C , U U m G A O V a. A-6 A-6 Al-b Al-b 0 L O v APPLIANCES _ •PSI U c N rn DIRECT VENT HFAlTN6 CGAAP, APPLIANCE BE 1RAW E AP WITH -&-/ N} AI.I �mZ _ CLEARANCES FROM UNPROTET.IBJ U N Ln COMBUSTIBLE MATERIALS A5 Z L_ CLU);a M INDICATED INTHEMA FAACTLIRERS 0 Q W =cu M INSTALLATION 1NSTTn}cnorr,. U = ^ c ❑ f 1 M � TYPICAL PORCH SLAB UNE OF FEW 01EEK 0V b •44''PL. ySLAB �(MN.3500 PSI GON ) 5'-4' 4'-4'M.O. 5 2• WALL o UNIT 102 5'-2' 4'-4•MA. 5'2" �+- M I./" �I FLIM V14N/HN 6xb,IOAO KkL -0+ I�" •TAMP a FILL To c%DENSITY LIFE OF REAR GF�K � a WALL A UNIT 102 = � 6 Th m 4 ' `t 0 v 4'WIDE JOIST 2 SEAT.TA.SEAT Q d? - 2 0 FDI ELEV=(-)I'-1j' `* o 6" 1'O' g• 1'-0' 6' 8' 13'-8' T Y FDI EGRESS 'e+j5 2 b O 'F'-^^ V/ - JIM Ll,- - - h9NDOW0 } I FDI I r--- 1 Hg) 4 - - - fv Z H) TYPICAL PORCH 5LA13 - - - 0 b - -- = _2x12FLOOR OISTS C6 '4'PC,SUB MINL 3500 PSI KKK V — — — — — 'a� io 2 '� 00 RHNFORG®WTH 6x6,10/b WWM p o Ib'Or, o � o (2)2X10 P.T. ' - - - Fp) �� •TAM't FILL TO 45lK DENSITY - � DIRECT VENT FEATIN6 EQUIP. - - - _ - " 0 APDL IAWE fJ FARANGE Q 1'-0" rn 1'-0' 8' '-0" _ • ffl 8' HD b O �=''` HD IS'-10' I'-O' 10'-8' 10" lJ.. 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ATHJOMrGOMP0UF0. �L BA175 AND BI.AFKEI5�-MINERAL FlBt3Z OR 61A55 F18E2 INSULATION,33/8 IN.IHIGK,PREF FIT TO FILL WAIL CAVITIES ►_ �� GARAGE AREA- 442 5Q. FT. 6ARA6E AREA- 486 50. FT. BETWEEN STUDS AND PLATES.MINERAL FUR INWATIONN TO BE UNFACED AND TO HAVE A MIN DENSITY OF 3 PGF.6LAS5 FIBER � INSULATION TO BE FACED NTH AL1d41NJM FOIL OR KRAFT PAPER AND TO HAVE A MIN DENSITY OF OA PGF(MIN R-13 THERMAL Z m COVERED PORCH AREA= 281 5Q. FT. COVERED PORGH AREA= 364 50. FT. INSULATION RA1IN6). Z 6j 5.WOOD S ICTURAL PAH L 907"-MIN 1/I6 IN.THICK,4 FT NDE WOOD STRUCTURAL PANELS,MIN 6RADE"6-D'OR•SHEATHM6'. Q INSTALL®NTH LONG DIMEN51ON OF SHEET(STRENGTH AXIS)OR FACE 6RAIN OF PLYWOOD PARALLEL NTH OR PERPENDICULAR TO Z STUDS.VM71GAL JOINT5 CetTERED ON 5TU75.HORIZONTAL JOINTS BACKED NTH NON 213Y 4 IN.WOOD BLOGKIN6.ATTACHED To () � 0 U) STUDS ON EXTERIOR SIDE OF WALL NTH bD CeIENT COATED BOX HAIL5 SPACED b IN,OG AT P621METER OF PANES AND 12 IN.OG - AL:ON6 INTERIOR 5TUD5. :............ .......... .............................. b.DttCR10R FAaM-INSTALLED M ACCORDANCE NTH THE MWAGTU2ER5 INSTALLATION INSMICTION5.ONE OF THE FOLLOWING W EXTERIOR FACIN6515 To BE APPLIED OVER THE SHEATHIN6. VED q/�G, G.HOOD STRUCTURAL PANEL OR LAP 501N6-APA RATED SIDING,EXTERIOR,PLYWOOD,OSB OP COMPOSITE PANELS NTH VEH�R 5 ERT Cy, y/,> FACES AND STIRUCTURAL WOOD CORE,PER PSI OR APA STANDARD PRP-10&,INGLUDIN6 TEXTURED,Ram SANT,MEDIUM DENSITY ¢ FQ`� 2020 NY5RG-R3122.1 Y BRUSHED,6ROOVED AND LAP 51DIN6. IN meLIN6 UNITS,M3;e THE TOP OF THE SILL of AN OPERABLE NNOOW OPENING 5 NOTE, WOOD SPECIFIED IN UL�RATED DE516N5 ARE MINIMUM SIZES.LA'R6ER DIMENSIONAL W LOCATED LESS THAN 24•ABOVE THE FINISHED FLOOR AND GREATER THAN 72"ABOVE THE FINISHED GRADE OR OTHER SURFACE BEAW ON THE EXf13tI0R Or THE BUILDIFI5 THE ►°�_ OPERABLE NNDOW SHALL SIMAO-FLY NTN ON OF THE FXTMO FN6: STUDS GAN 13E 5UB5TMTUTED. _ 0 OPBNIN65 THAT NLL NOT ALLOW A 4 INCH DIAMMEIR SPHERE TO PA55 THRAUSH THE NOTE: UL#356 15 IN COMPLIANCE WITH FIRE=RESISTIVE-WN65�-AN51M. 63 AS PMIR302 ozsstio y0`l MULTIPLE LVL GIRDER GONNEGTIONS: OPENING IN ITS LAR6CSr OPENED P05InoFL FALL PREVENTION DEVICES THAT COMPLY NTH ASTM F 2090 FOR ALL MULTIPLE LVL 6I RDERS,LAO BOLT (THE NNDOW OPENMG CONTROL DEVICE AFTER OPERATION+TO RELEASE THE CONTROL SOF N TOGETHER UL IPL BOLTS IRDER O.G.,2" MIN, DIRGE ALJ.ONN6 THE NON To FULLY OPEN,5HALL NOT REDUCE THE NET 6LFAR ONE HOUR RATED EXTERIOR 1 FROM TOP 4 BOTTOM, 8 MIN. 4" FROM E05 oPl hNIFl6 AREA NNDOW UNIT TO LESS THAN 5.1 5QUARE I$T. WALL RESISTIVE ASSEMBLY J NUMBER NTS. A- 3 2020 NYSEGGG SECTION R 403.3: 2020 NY5 RG-62421b(503.8) w 016023 NOTE. 8 -EXFIAU5TFAN, 6ENERAL CONTRACTORS AND 5UBGONTRAGTOR5 TO VENTING 5Y5TEM TERMINATION LOCATION: (/) SHEET NUMBER -SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MIN.R-8 2020 NYSEGGGG,7oN R 4a2.4.1�: UNITS 101 (MODEL Al ) & DUET CLUSTER REVIEW THESE GONSTRUGTION DOCUMENTS UPON RECEIPT THE VENT TERMINAL OF A DIRECT VENT APPLIANCE NTH AN IFPIJf Q NOTE"Y': PROVIDE SPRAY NOS: NOS HD= HOLD DOWN 50 CFM INTERMITTENT OR FROM ARCHITECT AND REPORT ANY AND ALL AND DUGT5 OUTSIDE THE THERMAL ENVELOP 5WI LD BE MIN.R-6. AN APPROVED HER5 RATER TO OF IOp00 BTU PER HOUR WN OR LESS 5HAM BE LOCATED AT LEAST 2 . ALL WINDOW STAIR MANUFAGIURER TO DESIGN STAIRS TO N 2O CFM GONTINUaS -5EALIN6 15 MANDATORY FOR DUCTS,AIR HANDLERS,AND FILTER BOXES. PERFORM AIR INFILTRATION,DUCT O FROM ANY AIR OPBNIN6 INTO A BUILDING,AND SUCH AN APPLIANCE NTH a. ALL DRYERS To BE VENTED FOAM INSULATIOIN IN DISCREPANCIES INCLUDING ANY DIMENSIONAL CONFLICTS TO OUTSIDE NR PER CODE MEET ALL APPLICABLE CODES AND TO -JOINTS SEAMS,AND CONNECTIONS SHALL COMPLY WITH SECTION M-1601.4 LEAKAGE,AND COMBUSTION SAFETY HO INPUT�IINSTA ED KT HOUR�NEN O��BTU PER 102 (MODEL A) FIRST FLOOR PLAN (D ALL WASHER TO BE GARAGE CEILING® ANDERSEN 200 SERIES REPORT ANY D15GREPANGIE5 AND GONFLIGT5 cot IMMEDIATELY TO ARCHITECT FOR CORRECTIVE HOW SHALL IA CE INSTALLED A NTN A q INCH VENT iHRMINATION R SEAL H OF THE 2015 IPG. TESTING AND PROVIDE A WRITTEN (D PROVIDED NTH DRAIN PANS LOGATION OF ® CARBON MONOXIDE MEAW;ZE5 PRIOR TO CONSTRUCTION.DO NOT SCALE NO APPLIANCE NIH T INPUT OVER 50000A BTU PER OTT SHALL HAVE BEDROOM ABOVE TO THE ARCHITECT PRIOR TO STAIR FABRICATION. -DUCTS SHALL BE PRA WRITTEN TESTED TO DETERMINE AIR LEAKAGE 51 REPORT OF THE RESULTS AT LEAST A A INCH ITIE IR INT A710N ALL 13E LOC TE BOTTOM of THE � DETECTOR DRAWINGS.DIMENSIONS SHALL BE GALGULATt'D AND ROUGH-IN TEST AND A WRITTEN REPORT OF THE RESULTS SHALL BE SIGNED VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12' w A3 %o 940M DETECTOR NEVER 50ALED UNLE55 01}ERW15E NOTED. BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFIGIAL. ABOVE 6RADE. 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED rA ^ ' Z W E U N O B A G A p V A-6 A-6 AI-6 AI-6 Z '= OD O V7 U J -►-+ tr NI >:' � NZ II'-l0" 28'2' Z u caEn O L- a� ,6 M U Q Lu `u .T 2 r N00 5'-II" 5'-il" ❑ U M r N co fLLn (D a © I HOUR RATED EXTERIOR BEARING WALL I IP-0'PL.HT. I—� — —— — — — — — — — — —❑ I ASSEMBLY-SEE DETAIL: e II I II I I II - - - - - - - - - - - - - zo 111� II III-101 PL Hr ALIG+FAsaas I Ir-0'PL Hr. 4 II I I II I U) II I o I o 0 I ''-0• 1, - - - o�® IIIII i �IIIII - - - - - - - - -IIII I IIIII I rII� II 1I —�II�II�,IIS0\v_-�I/�II �II)IIII I�III IIII IIII- -o 6" 4 Zx6GJII'e-0l"6• -. 2—'-0—' -- - =JIJIIII( IIIII IIII ❑OALI wF--I Nr mu — � 11- Qj� C) Jill � (2)2'X6' � — III I1 - - - — — — — 4'-0'PLHT. 8 I � � 4' FEE 4 9-0CEILING - - - - — — — — OH. 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N - SEE ROOF PLAN FOR ALL STRUCTURAL FRAMING INFORMATION 19999 S 023810 ❑ GF NE`N� I HOUR RATED EXTERIOR 13EARIN6 WALL A55EMBLY- 5EE DETAIL: ' JOB N MB R 2020 NYSRG-R3122.1 w 2 l 6023 NOTE: IN Veal-!N&UNITS,WHERE THE TOP OF THE 5ILL OF AN OPERABLE WINDOW OPENING 15 LOCATED LE%THAN ENGINEERED J015T EF =EXHAU5T FAN, GENERAL GONTRAGTOR5 AND 5UBWNTRAGTORS TO ONE CARBON MONOXIDE ALARM IN NEW 24'ABOVE THE FINISHED FLOOR AND 6REATEZ PW 12'ABOVE THE FNISNED 6RADE OR OTHER SURFACE Q SHALL NOT BE GUT, t�TE : �_ ��Dom MULTIPLE LVL GIRDER GONNEGT70N5: 50�INTERMm>:NT OR REVIEW THE5E GONSTRI.IGTION DOGUMENT5 UPON RECEIPTONE AM Y� ,,N �..1I ON,HE EXTERIOR OF �„�N6,,HE , ,��Y WM ONE OF TI£ UNITS 10 1 (MODEL Al ) & DUET CLUSTER = SHEET NUMBER �; ® 20 CFM CONTINUOUS FROM ARCHITECT AND REPORT ANY AND ALL FOLLOWING a NOTGHE P AND HOLE5 TAIR MANUFACTURER TO DE51GN 5TAIR5 TO FOR ALL MULTIPLE LVL 61RDER5 LA6 BOLT GROUP R-s e1nLDINGs(co►m i •OPENINGS TFIAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA55 THROUGH THE OPBrIN6 IN 1T5 ALL WINDOWS SHAD BE E DISGRE T11Y S INCLUDING ANY CORK CTIV GOPFLIGTS, �,IVI TE% 102 (MODEL A) SECOND FLOOR PLAN z BORED UNLESS ALL APPLICABLE CODES AND TO TOGETHER W/ I/2" BOLTS+� 2'-0" OL.,2" MIN, cot IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE CA THE 5)AND UNI VICINITY OF LAR6E5T OPENED FOSITION. Ur ANDERSEN 200 5ERIE5 ® CARBON MONOXIDE FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 5PECIFIE:D BY THE REPORT ANY D15CRE:PENCIE5 AND CONFLICTS p=TEMPERED FROM TOP 4 BOTTOM, 4 MIN. 4" FROM EN05 DETECTOR MEASURES PRIOR TO CON5TRGTION.DO NOT 56ALE BEDROOMS,ON THE LOWEST FLOOR ME HNXW OPEN1%CONTROL DEVICE AFTER MMA11M To RELEASE THE CONTROL DEVICE ALLOWING to MANUFACTURER PER TO THE ARCHITECT PRIOR TO STAIR FABRICATION. GLAZING DRAWINGS.DIMENSIONS 5HALL BE CALCULATED AND LEVEL CO CARUN5 BEDROOMS. THE HNOOW To RAlY OPEN,SHALL Nor R rE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO W A4 CODE %0 SMom DETECTOR NEVER 5GALED UNLESS OTHERHISE NOTED. LESS THAN 5.1 SQUARE FEET. p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED H W z C ' . W p�1 E ai p ani V =' O Q, _ N � Ir- .,"..j :30 [if0N } !E22 Z — z U ( 5 ti U7 A� A-b AI-6 AI-6 = � CO ❑ I 1 00M Vn/ M L.L CO 1W-0'6ABLE WIDTH I6'2'FASCIA WIDTH 19'-8"HIP WIDTH Vf n d I ALI II'-4'PL HT W-O"PL.HT. 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LEADERS SHALL BE MIN RALTAj;mA Cr- R A ROOF z DETAIL OF ROOF RAFTERS TO , , " MANUFACTURES SPEGIFIGATIONS TO >:<::<: Eu1Lr ovHz ANorHER D 2 2X3,.02, 6AU6E H/CLIPS d ANGHOR5. CAULK It SEAL ALLROOF PLAN HIGH CEILING JOIST CONNECTION JOINT5. PITCH 6UTTER5 MIN. I/MFT.PROVIDE P.V.G.RECEPTORS MAINTAIN PRODUCT WARRANTY 102 (MODEL A) 1JJ NTS. A- 51 8 ABOVE GRADE TO RECEIVE LEADERS(GL05ED GAP DE516W. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED