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Home My WebLink About46810-Z 4SUFfOllee Town of Southold 10/12/2022 y� P.O.Box 1179 W 53095 Main Rd �'✓�j o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43470 Date: 10/12/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 3 Farmstead Ct Unit 57, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-31 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/3/2021 pursuant to which Building Permit No. 46810 dated 9/13/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, covered porch, screened porch and attached garage as applied for. Unit#57 The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0111 7/29/2022 ELECTRICAL CERTIFICATE NO. 22-85087 9/27/2022 PLUMBERS CERTIFICATION DATED 9/23/2022 Al 4ok Plu ing Cont tors Inc t oriz 0 ignature �s�EF aj TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE oy s SOUTHOLD, NY 0 hod ��a 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#: 46810 Date: 9/13/2021 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per Planning & SCHD approvals. (Unit#57, B-2 model) At premises located at: 3 Farmstead Ct Unit 57, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-2-31 Pursuant to application dated 9/3/2021 and approved by the Building Inspector. To expire on 3/15/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,911.60 CO-NEW DWELLING $50.00 Total: $1,961.60 Bui ns -tor - ' Certificate'of Compliance. -C.ERTIFIED-ELECTRICAL,INSPECTI®'NS;"INC. _ 188 PARK AVENUE = . AMITYVILLE, NY_11701, ' = I `(631-) 59-8-66- ................ . - - ...........'.................................. ............. .................. _ ................. _ . CERTIFIES THAT' ; "-- _ Upon the application'of Upon premises owned by MTM,Electric Harvest Point @Cutchogue; PO Box 474 - • 3-Farmstead,.Court _ RidgeVNY-11961 -_Cutchogue,`NY 11935 Located.at: 3 Farmstead-Court,` - Cutchogue, NY 11935- Application Number#: 22-85087.'•Certificate' 22z.85087 'Electrical License#'- 3700-ME.- . 700-ME _ Section: 102.01 B16ck:•01;00 Lot: 031 Building Permit_#:46810 Described as a Residential occupancy„wherein.the premises electrical system consisting of electrical d_evices and wiring,�,de' scribed below, located in/on the'premises at: New House w/1-50 Amp Service-Equipment/Air Conditioning Equipment ( 1 Unit) 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'staridard promulgated by the=State Iof'N`e`w.Yor_k, bepa'rtment'of State Code-Enforcement and Administration, or other authority having jurisdiction, and found to be incompliance therewith _ _ on-the 27th day of September 2022 _ Name_ _ QTY _- Dimmer-15 Amp 120V 4 _ ARC-Fault-20 Amp, 120V_ . 5- bishwashe'r Circuit=20 Amp, 120V 1 AC Condenser=20 Amp, 220V 1. Exhaust Fan - 15 Amp, 120V 2 ' - •Meter 150.Amp;.240V ARC-Fault,- 15 Amp, 1.20V- _ 8 AC Blower- 15 Amp, 220V_ = 1 - = Electrical Inspector: Anthony Giordano- OrT .7�1`� .�11 ;APPROVED,o= �, - of '_ . - - ` - _ _.. • _, ' This certificate isnot valid--unless raised seal is-present: Certificate'of Compliance, - _ :..............:..... :.... _ ., . .--...................................................................... : - _ CERTIFIED ELECTRICAL°INSPECTIONS; INC. - .188"PARK AVENUE', AMITYVILLE,,NY 1170.1:• : (631),598-561.0..... ...................................................... :......... - CERTIFIES THAT_ Upon'the application.of-, -,--Upon,premises owned by- . .MTM Electric._ Harvest--Point,@:Cutchogue PO Box 474 = -3 Farmstead Court_ Ridge, NY,11961, _ : •Cufchogue,_NY 11935 _ - - Located at: 3:Farmstead:Court, - Cutchogue, NY T1935 Application Num- 22'=85087 Certificate#:'22-85087 License* Section:102.01,. Block:'01.00 Lot: 031' !Building Permit-#: 46810 Name _ - QTY Car Charger Circuit-;50 Amp; 220V- : = -4 Combo Smoke &-,Carbon Detector-,,15 Arrip; 120V; 3 = Dryer'CircuiY- 3.0 Amp,--220V: = 1 _ �. _= Duplex Receptacle= 1-5-Amp, 1'20V' _ = - =37 _ GFI Circuit Breaker 7,,20 Amp, 120V -- _ " 2' GFI Receptacle=-1�5_Amp, 1120 V 3 _ Incand.-Fixture.. 15 Amp,-120V: , _ _ '25 " - _ ;Service,Disconnect- 150 Amp,-240V Smoke Detecto'r'-.15 Amp, :120V' -_ - 2 - -Switch --15-Amp,-120V - -- _', -, 23 = Electrical Inspector:,Anthony Giordan®' w This certificate'is not valid'unless:raised seal is present, -_ �fo��0� Town Hall Annex ~ O Telephone 631 765-1802 54375 Main Road �"" Fax(631)765-9502 P.O.Box 1179 G 0 Southold,NY 11971-0959iQ Y BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Lllpo (C) owner: g Nm 0 IR. �Q� Q,�,P) L'L C (Please print) Plumber: A L 1 SU.-401 K Pla b,d', " � ),I �C (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of_ `--F' , 202 Notary Public, �-County Nola?%' uallc State of Ne Reg.No.01 F1636836 Quolil",Pd in Suffolk County Commission Vlo SOUIHp # -TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECTION [ FOUNDATION 1ST ROUGH PL13G. ] ,FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING- [ ] FINAL [ ] FIREPLACE�& CHIMNEY` [°: ] FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE.RESISTANT'PENETRATION [ ]: ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)- [ ] CODE VIOLATION [ ] PRE C/O REMARKS:_ V64--,oy'/ o U(l DATE l wi4 INSPECTOR SOUTyOI # # "TOWN OF SOUTHOLD-BUILDING DEPT. �ycou765-1802 v INSPECTION [ ] OUNDATION 1ST [ ];. ROUGH PL13G. [ ] FOUNDATION 2ND . [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &-CHIMNEY, [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION : [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARK • svo DATEINSPECTOR Of 50blyolo # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [�C] 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: Cf-4AAd -009 P:.U6 G./< . ��k,s XZ/ Col<iIP1,C6 rc c2. DATE <<-ZZ INSPECTOR ` �- J ho�aOF SOUTyO� �� V/ � �_�l�•' ��`''�L� �� j�— # # TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1802 Y INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ . ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 7i INSPECTOR ltv S, # 'TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1-ST [ ] ROUGH PLBG. [ -J .FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &•CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION .-[ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: g r DATE r 7�2 INSPECTOR w _ OP SOUT,�°� # # 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: jo T',rrU wrxg-- Ar U#rce h14-G- �itifA-LLQ DATE INSPECTOR AZ rn OF SOUIy�� # # TOWN OF SOUTHOLD BUILDING DEPT. �ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ZROH PLBG. FOUNDATION 2ND [ ATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL W1 ) [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMAR S: n(t DATE a ?4- —?/ INSPECTOR Home Energy Rating Certificate Property HERS Unit 57-3 Farmstead Ct. Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Pointe Rating Date: 2022-09-22 Rating Number: MC199 3 Farmstead Ct Registry ID: 220179609 Cutchogue, NY 11935 Estimated Annual Energy Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Use MMBtu Heating 51.4 Cost Cost$107 8% General information Cooling 0.7 $39 3% Conditioned Area 3080 sq. ft. House Type Townhouse, end unit Hot Water 10.9 $12 1% Conditioned Volume 32538 cubic ft. Foundation Conditioned basement Lights/Appliances 20.6 $990 78% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $120 9% Mechanical Systems Features Total 83.6 $1268 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 25.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 172 cfm, 23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI ECCC New York State 2020 Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window T pe U-Value: 0.290, SHGC: 0.290 Above Grade Walls R-21.0 Infiltratio ate 1520 CFM50 (2.80 ACH50) Foundation Walls R-13.0 ethod Blower door 1520 CFM x 60 Min/Hr/325 t3 = 2.80 CH 0 Pa Energy Testing Services, LLC. Lights and Appliance Feat s 1648 Locust Ave Unit E Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100. Clothes Dryer Fuel Natural gas 631-244-9333 Refrigerator(kWh/yr) 568 Clothes Dryer CEF 3.94 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This inf rmation does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: Unit 57-3 Farmstead Ct. City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2022-09-22 Outdoors Temp During Test: 72 OF CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes ✓Q No❑ Tyne: Furnace ✓❑Boiler❑Heat Pump Other❑ rz Venting t Tyne 3 Draft S iv!laze s is lla�e CO CO Efficiency Fuel Type Circle Type) Pascal (Worst Case (Natural) (Worst Case atural Rating:95.0 N❑✓ P❑O❑E[] NQ`[M❑S_0 NSA Pa. Pass 0 Fail❑_ Pass❑✓Fail❑ N/A ppm N/A PpM Water Heater Primary: Yes ❑✓ Type: Standard Tank ✓[Indirect F1 Tankless ❑ Size: 75.0 Style Common Vent❑ No n Instantaneous OCommercia] (See Not,5below) (Gallons) 4 Stand Alone Q sa Venting Tyne 3 Drat Spillage llage Spillage(Natural) CO CO Efficiency Fuel Type. (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.69 N❑✓ P❑O❑E❑ N[IM Q✓ S[:1 N/A Pa. Pass ✓❑Fail❑ Pass✓❑Fail N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes ❑ No❑✓ Oven CO N/A PPM Ambient CO(During Oven CO Testing) N/A PPM 1 Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. a Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: Date: 2022-09-22 NY-ECCC 2020 Certificate 3 Farmstead Ct, Cutchogue, NY 11935 Building Envelope Insulation — _f Ceiling R-37.7 Above Grade Walls R-21.0 Foundation Walls R-13.0 - Exposed Floor NA Slab R-0.0 Edge, R-0.0 Under Infiltration Htg: 1520 Clg: 1520 CFM50 Duct NA Total Duct Leakage 25.00 CFM @ 25 Pascals 1U Window Data -Factor' SHGC Window 0.290 0.290 FMechanical EquipmentT^��___._—_ HEAT: Fuel-fired air distribution, Natural gas, 95.0 AFUE. COOL: Air conditioner, Electric, 16.0 SEER. DHW: Conventional, Natural gas, 0.69 EF, 75.0 Gal. HERS Index: 53 Builder or Design Professio I Signature REM/Rate Residential Energy Analysis and Rating Software v16.0.6 Manual S Compliance Report Job: wr'ightaoft, Date: Sep 19th 2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 57-3 Farmstead Ct„ Cutchogue, NY 11935 Cooling P-quipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 12393 Btuh Entering coil DB: 75.8°F Outdoor design WB: 71.0°F Latent gain: 2499 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 14892 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 102% of load Latent capacity: 5400 Btuh 216% of load Total capacity: 18000 Btuh 121% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 28094 Btuh Entering coil DB: 62.6°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 600 cfm Output capacity: 36800 Btuh 131% of load Temp. rise: 0 °F Meets all requirements of ACCA Manual S. wrigl,ttsoft� 2022-Sep-19 14:37:07 AN oft Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ACCK...mor Model B2 MAN JSD%Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W Residential Plans ExaminerReview F• Form �~ RIPER 1 ACCK. (Loads, 15 Mar 09 w�arn+ectia-�enn�a 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 E] No Building plan#: Manual D Friction Rate Worksheet: Yes EJ No n Duct distribution sketch: Yes Ei No n Home address(Street or Lot#,Block,Subdivision): Model 132 (Magnolia), Entire House HVAG • .D CALCULATION40 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 *F Orientation: Front Door faces West Indoor temperature: 68 of North,East,west,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 28094 Btuh Number of bedrooms: 2 Conditioned floor area: 3299 ft= Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 °F. Windows Roof Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 15.0 ft Sensible heat gain: 14083 Btuh Internal shade: none Eave Latent heat gain: 2840 Btuh Blinds,drapes,etc. Depth Window Total heat gain: 16922 Btuh Number of skylights: 0 EQUIPMENTHVAC • ,0 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: Split AC Heating cfm: 600 Fumace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 600 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design airflow Heating output capacity: 36800 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh DISTRIBUTIONHVAC DUCT •1 Design airflow: 600 cfm Longest supply duct: 246 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 83 It Trunk duct: Sheet metal Total device pressure losses: -0,6 in H2O Total effecUve length(TEL): 328 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.003 in/100ft Branch duct: Round flex metal Friction Rate=ASP+(TELx 100) declare the load calculation,equipment,equipment s- - • • duct design were rigorously performed based on - 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 Wrl9~$'O , Right-Suite®Universal 201B 18.0.32 RSU20066 Load Short Form Job: - wrightsofto Date: Sep 19th 2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 57-3 Farmstead Ct., Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial) /1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/958 cfm Daily range - M Inside humidity (%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bsmnt 1673 7475 884 183 45 Bed 2 194 3399 1766 83 89 CL 18 0 0 0 0 Bath 2 60 934 180 23 9 Foyer 112 1351 496 33 25 M bath 110 176 119 4 6 CL1 15 0 0 0 0 M bed 353 2367 1625 58 82 Breakfast 55 2044 1485 50 75 Laundry 23 43 493 1 25 Pant 16 0 0 0 0 Kitchen 190 295 1739 7 88 Living 237 4065 2310 99 116 Dining area 198 2054 667 50 34 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. vvrightsoft`° 2022-Sep-19 14:37:07 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ACCN...mor Model B2 MAN JSD\Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W Mud 48 359 142 9 7 Garage 374 0 0 0 0 Entire House 3674 24562 11906 600 600 Other equip loads 3532 487 Equip. @ 0.88 RSM 10906 Latent cooling 2499 TOTALS 3674 28094 13404 600 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - -wrightsoftm 2022-Sep-19 14:37:07 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 ACCP,...mor Model B2 MAN JSD\Rimor Madel B2 MAN JSD.rup Calc=MJB Front Door faces: W . 1/i/Cl �1tSOft-9 Project Summary Job. Date: Sep 19th 2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 57-3 Farmstead Ct., Cutchogue, NY 11935 N otes: Design Information Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 'F Inside db 68 'F Inside db 75 'F Design TD 58 'F Design TD 8 'F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 24562 Btuh Structure 11906 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(55 cfm) 3532 Btuh Central vent(55 cfm) 487 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 28094 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 10906 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) / 1 Pressure/AVF 50 Pa/958 cfm Structure 1356 Btuh Ducts 0 Btuh Central vent(55 cfm) 1143 Btuh Heating Cooling Outside air Area(ft2) 3299 3299 Equipment latent load 2499 Btuh Volume(ft') 19156 19156 Air changes/hour 0.25 0.11 Equipment Total Load (Sen+Lat) 13404 Btuh Equiv.AVF(cfm) 80 37 Req. total capacity at 0.70 SHR 1.3 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by AC CA to meet all requirements of Manual J 8th Ed. -i-=rightsoft- 2022-Sep-19 14:37:07 �ti• »• Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 i91.�...mor Model B2 MAN JSD1Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W N 7<- Level 2 9,90 prpakfast 98 cfm 140 cfm Living Kitten 105 cfm M bed adiab Pant Lrndry 9160 cfm Dining area in rfm Mud M bath 7167 fm 11 cfm K40 cfm CLI K7 cfm Stair 1 Foyer j 27 c�th 2 CL Garage Broan - Fan Model L150 60 CFM Energy Star Continous user timer Bed 2 107 cfm Job#: Energy Testing Services LLC Scale: 1 :91 Performed by Energy Testing Services... Page 1 Unit 57-3 Farmstead Ct. 1648-A Locust Ave Right suite®Universal 2018 Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2022-Sep-09 14:37:16 N JSD1Rimor Model 62 MAN JSD.rup r.b.delfino @en ergytestingsery ices.com N Level 1 6x16 8x16 10' 1 x16 1 219cfm adiab 0 Bsmnt Makeup air 60 219 cfm CFM Skuttl model 216 24x16 24" 8x16 s Job#: Energy Testing Services LLC Scale: 1 :91 Performed by Energy Testing Services ... Page Unit 57-3 Farmstead Ct. 1648-A Locust Ave Right Suite®Universal 2018 Bohemia, NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 N JSDt2022-Sep-19 22 Model 14:MAN6JSD.rup r.b.delfin o@energytestingsery ices.com Duct System Summary Job. - ' wrightsofte Date: Sep 19th 2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 57-3 Farmstead Ct., Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.003 in/100ft 0.003 in/100ft Actual air flow 600 cfm 600 cfm Total effective length (TEL) 328 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln (ft) Trunk Bath 2 h 934 27 11 0.003 5.0 Ox 0 MtFx 31.3 205.0 st1 Bed 2 C 1766 100 107 0.003 9.0 Ox 0 MtFx 35.3 195.0 st1 Breakfast C 1485 60 90 0.003 9.0 Ox 0 MtFx 29.5 190.0 st2C Bsmnt h 7475 219 53 0.004 14.0 Ox 0 MtFx 35.5 150.0 st2A Dining area h 2054 60 40 0.004 7.0 Ox 0 MtFx 17.3 160.0 st2 Foyer h 1351 40 30 0.003 6.0 Ox 0 MtFx 18.3 215.0 st1 Kitchen c 1739 9 105 0.005 9.0 Ox 0 MtFx 14.5 140.0 st2 Laundry c 493 1 30 0.005 5.0 Ox 0 MtFx 3.0 150.0 st2 Living c 2310 119 140 0.005 10.0 Ox 0 MtFx 34.8 130.0 st2 M bath c 119 5 7 0.003 4.0 OX 0 MtFx 20.5 225.0 st1 M bed c 1625 69 98 0.004 9.0 Ox 0 MtFx 37.0 170.0 st2B Mud h 359 11 9 0.004 4.0 Ox 0 MtFx 7.8 160.0 st1 • • Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2C Peak AVF 60 90 0.003 135 11.1 16 x 6 ShtMetl st2B st1 Peak AVF 182 163 0.003 205 14.7 16 x 8 ShtMetl st2 Peak AVF 538 557 0.003 209 21.8 16 x 24 ShtMetl st2A Peak AVF 348 242 0.003 224 18.3 16 x 14 ShtMetl st2 st213 Peak AVF 129 188 0.003 212 14.6 16 x 8 ShtMetl st2A Bold/italic values have been manually overridden W r1-ght5Oft- 2022-Sep-19 14:37:07 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ACCA...mor Model B2 MAN JSD\Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 219 53 82.8 0.003 205 14.0 Ox 0 MtFx rb1 Ox 0 501 667 78.0 0.003 212 24.0 Ox 0 MtFx wrightSoftW 2022-Sep-1914:37:07 .w,,,., Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 /hi�...mor Model B2 MAN JSD\Rimor Model 132 MAN JSD.rup Calc=MJB Front Door faces: W .I GRCH ARCHITECTURE IAC 5750 ExPREss DRIVE SOUTH SUITE 202 i ISI-ANDIA, NY 11749 WW W.GRCHARCHITECTURE.COM (631)8 4-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner I Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insul tion produc s noted below have been selected for their flame/smoke spread properties to meet the.requirements�of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement cond ition. Spray Foam Insulation Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 %I" (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed CII Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke development index less than 450 in accordance with ASTME84. Draped Foundation Wal Insulation blanket (Residential Code SectioJn R302.10.1 Insulation materials, including facing shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not o exceed 45 . Provided/ Installed: "Ec touch FlarnE Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with respectfu ly submi ed, �EREO ARC 0 \2 Q6SRTC/./ CA Glen Chery y IA, LEE AP Principal 02381 0� ��DF NE�� MECHANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President s 20 Feldland Street, Bohemia, NY 11716- (631) 563-1298 - Fax: (631) 563-2954 GRCH ARCHITECTURE PC 3750 EXPRESS )DRIVE SOUTH SUITE 202 all, ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 May 01, 2022 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit#57— Permit#46810 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. q* I bmitted, ,��RED ARG' �O5ERT Cly y/J� C� ,AIA, LEED AP (P '9 P238�� T4�*OF NE�� GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 1 IsLANDw 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#57—Permit#46810 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. R spe tfully submitted, D ARC, C-5 08ERT C/yF C7 2.0 le herveny, AIA, LEED AP Prin pal Nj. 9�. 02ri SOF NE`Ny SCOTT A. RUSSELL r',•Q� � �.'� _ MICHAEL M. COLLINS9 P.E. , ,'h SUPERVISOR `� �",.� TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD 3, TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 .�µ .4 Fax. (631)-765—9015 r1LL.Ct?I1'I S u .OWNSOtFt NC1iSE?;t>1'- 15. OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings June 3, 2022 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe— Units 47-58 & 103-104 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front lawn areas of units 47-58& 103-104. The rear areas and some side areas have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. Additionally, the driveways of these units have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of the units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these fourteen (14) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at(631) 765-1560. Sincerely, Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ,Q �; P.O.Box 1179 54375 State Route 25 ® U _ r'/ Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone:631765-1938 '' ' www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 7, 2022 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 47—58, 103 & 104 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units#47—58, 103 and 104 of the above-referenced Residential Site Plan have been completed based on the site inspection made on May 31, 2022. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these fourteen (14) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer .... ..., T,8 FIELD.-INSPECTION REPORT DATE G .d FOUNDIATION(1ST) :..,.;..,: ::.•. .. . .. .. . Cp FOU1D'ATION • � • • .�, ' � . -Ot�G•`a. .�GU��ciG�. � G %.• 6�L��T Ess'G�: ' � "' I O. ROU G$FRA NING:& 7G5 PLIUMBIN.G' i. � �-Z3-zz C�?G��!lo • ,56�• �� .T/LS!i��7sor�-:. . 'fif�Tv�R—��T6'. � I INSUL ITION..PER N.Y. STATE'ENERGY CODE FINAL .AID�TI4i�TA .OQ' T •2 o o�ogufFot'K o TOWN OF SOUTHOLD—BUILDING DEPARTMENT !`? Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny. ov Date Received For Office Use Only PERMIT NO. Building Inspector: V Applications and forms must be filled out in their entirety.Incomplete applications SEP - 3 2021 will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. BUIT�DING DEPT. /APPLICATION FOR BUILDING PERMIT Date:� r a TOWN OF SO€JTHOLD OWNER(S)OF PROPERTY: Name: Rimor Development Tax Map#:SCTM#1000- 102.01 - 02- a 3 Physical Address: Cuit l tnuir, n\-1 I q 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 INFORMATION: Name:Rimor Development Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION 2New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $240,000.00 Will the lot be re-graded? OYes ❑No Will excess fill be removed from premises? ❑Yes 2No PROPERTY INFORMATION Existing use of property: Intended use of property: Condo-resitdential Date of Purchase: Name of Former Owner: s 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. on file with building department 0 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by. Chapter 236 ofthe Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Or of the Town of Southold,Suffolk,County,Newyork and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as erein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit author,, inspectors on premises and in buildings)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant t Se ion 0.45 of the New York State Penal Law. Application Submitted By(print henry Af 2Authorized Agent ❑Owner Signature of Applicant: Date: 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 ) , 209"'''` N a Public SHERRY PIRONE PROPERTY OWNER AUTH01 t&AtjbAUBLIC,STATE OF NEW YORK (Where the applicant is not the ownRegisiration No. 01 PI6388308 'qualified in Suffolk County Commission Expires March 04, 2023 I, residing at do hereby authorize to apply on .my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name CONSENT TO INSPECTION VKO V� the undersigned, do(es)hereby state: Owner(s)Name(s) That the undersigned (is) (are)the owner(s)of th premises in e T w of Southold, located at 3 U..Il.1.'t which is shown and designated on the Suffolk County Tax Map as District 1000, Section 14L,01 ,Block�_ ' ,Lot That the undersigned(has) (have)filed, or cause to be filed,an application in the Southold Town Building Inspector's Office for the f Howing;, That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. Dated: 6 ` ( i nate•e) � o l� (PrInt Nai e) (Signature) (Print Name) 13UILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOL® .0 SEP 2 0 2021 Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(a.town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ,� ^` l� Date: Company Name: -e Name: License No.: email: ec Q--4 . D. C6 Address: , C,- , Iia Qi t ;1 Phone No.. JOB SITE INFORMATION: (All Information Required) Name: Address: Cross Street: LA Phone No.: Bldg.Permit#: -) Lag 16 email: -A1' wso ; Tax Map District: 1000 Section:J Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES�� Rough In Final Do you need a Temp Certificate?: (3F I NO Issued On q-2�Z Z� Tamp lnfarmatio �- (All information required) Service Size (SI: P 3 Ph Size: l A # Meters T_ Old Meter# ew Servi-e - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION �\ 0 82-Request for Inspection Formals �� ` 0<�� OSt1 x�O, 4; BUILDING DEPARTMENT- Electrical Inspector r� A '. �'F TOWN OF SOUTHOLD ,• Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 '-�,�► O�;7y�. Telephone (631) 765-1802-FAX (631) 765-9502 Temporary Certificate #__Lo-13 Date 2021 Customer Name HARv.155-r'%W Electrician Name MT L. Address3 FA"S-r�D G+ -r ji* -7]Phone 16 e-mail e-mail M-T L * eld - Ca [Phone License # -3-700 ME Size A Phase I Overhead Underground #of Meters j Remarks i I #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation I is complete,the town will conduct a premises inspection of the service equipment. i This verification is valid for 90 cl from the date above. Authorized by Park A a; puration:22:59:06 ,'JF 6 188 Ave n .,,' $ ; Amityville NY 11701 ,;,. atatus:Scbdd'led, Amityv ;;. Step:Final i 1.888.238-1338 "i:,:;;.r• ;1 „ »„>,� ,,; ..;-,,L, ;.y:i'e';:- ;., bell ,. .'4 _,,.: '.a ':,•• 4,,, Estimator:Christine Camp rCi�stomer: Cdntac4:' ,.;;. Technicians:Anthony Giordano '';:MTM Electric Owner: MTM Eledtiid -,,','' - atixj' Michael Ingoglia Harvest Point @'Cutchogue Michael Ingoglia k•' PO Box 474 3 Farmstead Court PO Box 474 Ridge,NY 11961 ue,NY 11935 Ridge,NY 11961 516-220.586 516-220-5861 •_._._..._._-•_.....__...._-.._,_._.__._,�,_.. ` 3 Farmstead Court Cutchogue,NY 11935 Additional Inspection Details:New House wfService Equipment,License Number:Suffolk-3700-ME,Service Locatlon:'Underground, Bullding Permit Number:46810,Building Type:Residential,Work order Asset Type:Residential,phase type.-816016 Phase Description tY No. Q ' 'Rate 'I"= Amount ELEF Additions,renovations basement wiring,and garages 2501 s ft.to 3999s 1 $175.O _ $175.00 _�.... .......... 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Box 1179 �'' ={ Fax(631)765-9502 Southold, NY 11971-0959 _ f I BUILDING DEPARTIl tNT NOTICE)OF'UTILIZATION OF TRI IS:S.T YPE GQiVS I. - RUCTION PRE-E NGII1lEE•RED WOOD CONSTRUCTION" NDIOR lClMQER CONSTRUCTIOfV Date: Owner.— t'C Location._of Property: -45 Please to otice that the check a livable lin' New commercial or.reP is€antis!;' tructure w:!addition to exisftri ,dbrhmerciaL'or resideiitiai structure' tibio:; n exisfiirig`cbmriaercial or resin ;lde a structure to be.constr-uGfied` .,perform. ed-at.the subjObt!pfoperty reference a`t owe;:will utilize (check aPpl. abxie'�le): l"russ;:type construction (TT) Ole{ ,� C)/1 Pre-engineet'ed.*Wootl construction (PW) Timber in the following location(s) (check a plicab;(eline:) Hoor•framing, including'girder-s and beams (F) Roof framing (R) Floor and roof f g FR) . Signature: Name (person submtting this form): L Capacity (check applicable line): I ,Owner I Owrier representative = i ' TrussReg15,dacx Effective 1/1/2015 f. .�zry t�K� �L�t�1�,g',.yy` -Y.:rfr..'•ir•� �� r''•�i�:fr�i�. �� t ri- 3i21Sr''�• � • .'tai!!S r + i:.�s� tS T.,r•� laY e. Y�?�1y``t� S. M=� '•`-c..: `i�..tiw�1$e�_ f�� moi"�k1% .��F+' . lv 41 +.f t trtiS�• r 1._�1 �i�r ,i " Fh�'i!}r�'r. ,.tt F, EF yr [ .. rj •fir i�: ";L t1 r i.1 i �j �..� � v h j t � nu y � ��C t arc � r(� �,4 j 1+:.yr kt♦ }'[�• I`;� } t} r v rt .+l ,�rr• � r r�k k�7 `•� y'= r tr :l Il� t r r { � Y � '�t n• -��Lr t L�r-~� t x� r ..� �.� �r`.rr c.ti t Ji i tai 1 r yy w � -• �� I � d ti :�t i e y v ,.� � ! A�je r 'i; �ay i r+� } .r. �1 AM TIVIim • • •r ,. Iw�l ;i ; ��rr.',`h��. •yn a"'�;`� ��7Y, F"�'� '., ,xli.n fA'""+,;�C,�T"�, Yyy.';o •n�,{,aYr�'�'�[�c ir�• �� f �,�'•.n'-�• .�.�SN s� , '.,Ntt, a2; N. 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APAPPRUMM h _ �Y Qt• '•.' pt � - -•-• 1 V.3 1 '•' c a YK • .a 1• a a�� AyL h �ax 3ttf�. �, t 4�# D 1•. �''1 an y c�`�i�'�a 4 i.'+'�;e :`"t r�i •t 1•t "9 j�r,r a + • I;a x.�r�AA,�aa,��s��' � ,a�?�;' vu`'`� tih t5. HIM fm 'µt"{ fir• "1^,+.#` ' ,�� 5'`��, 1 r 'w� � >a e •x�`��.� r . tr £ m ��ir:�y f•1 •ti!{��•�#,w"+-�+� e,�`Y��r`•" +�"K 3 rpt'st;*` �' �•� N' "`` �=• �n� • .4ti £ h�'f:. Cfd'J E ,'� yt,Y4�y II• d 1��4d G �� 4M11. `. ♦ I �:. . t. � ro, r vos» • • S��s DCLUBHOUSE 6,190 GFA 1 •� • ��:3 ' I STORY iM�� ►:fir! EN EN '11,11,00 1 I•� i —4ma lot r Ar/ Pi im •'�• �ir,.r-i!r=rrr�i=�!.=rte-rte-r- i-��-�- r- �-r!:-r- " ,•+�� 'r-1.-r!-r��r�,r�"'c �art t-Ir.Iri.�rr..r�.'-;1��.'�%�// Y '< Z G� N nes) BUST�e to zICECoun De t. ®f Hspec#ed �y�5��578.� p �tifi Senric�s.48 Hours In Advanceo educe Inspecgon(sj. APPROVED IN ACCORDANCE WITH BOARD OF REVIEW DETERMINATION DATED S—S— t7 M M LLI z z ~ LLA O Si SaECT TiSz Q MTS RESTRICTIONS LIFER z 2 � zUi PAGE r� 2_ Ui ® ¢ o m ® O nj - U) ° ¢ LL o ENGINE.:R'S CERTIFiCATICI' IRIS..RE U D. W 65tU- v) 1-- < > 0 W SUBMIT P.E. OR R.A. CERTIFICArioN O — FOR INSTALLATi M Asru otd5 i t3U^T IO.� � X � _ � r �� / o F Irl' S(OQlV GL+t✓ rP �' / "Z o FOR FINAL-APPROVAL. c �� = -O o z cn o b.'uffolk County Dep ent of II-ealth SerVaces .y.��l •a Approval for Construction-Ct-Other Than single 1^amily Reference No. C—B® a o • � Design�+1C4�7 � PROJECT NO.: 00026 T'liese plans have been reviewed for general coni'orm h 5uiK;; DRAWN BY: KCK County Department of i.,ealth Services standards, relati:�g t0 t=later CHECKED BY: TFL supply and sewage disposal. Regardless of any omissions, inconsistencies or lack of detail, construction is required to bo in DATE: _ accordance with the attached permit conditions and applicable SCALE: AS NOTED standards,unless specifically waived by the Department.This approval FILE NO.: expires 3 years from the approval date,unless extended or renewed, ` F v 8 - !7 CADD: 00026SP Apt al Date Reviewer ewer SHEET NO.: R9VkQd Plan Approved �5 - 2v2o Expir - 8 _ Z-02-3 ® F 5 S.C.D.H.S. APPROVAL SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT Health Department Ref.No. 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. SECTION 1 I FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R10-17- 0 Tax No.: 1000 District Section Block Lot Map . Name of Current Applicant: Rimor Development LLC Tel#: (631) 7359200 Mailing Address:PO Box 908, Cutehogue, NY 11935 Email Address:teamalia65@gmai1.eom Name of Current Agent: Henry Alia Tel#: (631) 678-2667 Mailing Address:PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@gmail.com DATE OF ORIGINAL APPROVAL: 09/08/2017 *If more than 6 years old and SCDHS site inspections have not been performed,a new a22lication will be required SECTION 2FOR 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'iiamed above; Signature of Previous Applicant/Agent: Date: SECTION 3 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Architect/Engineer/Surveyor: TeI#:'( ) - I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me; for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: SECTION 4 FOR ALL RENEWALS AND TRANSFERS Application is hereby made to[ ]TRANSFER, 4�REW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I here>Sy cathave examined this complete application and the statements therein are true and correct,and that all work shall be done i cewit all applicable Town,County,State and Federal Laws. "Any false statement made herein is unishable as a misdeursu t o S210.45 of New York State Penal Law." Signature of Current Applicant/Agent Date � 2- Print Name of Current Applicant/AgentTitle enry Iia Agent/Project Manager �N - - I DEPARtMeNfV8E ONLY Permit isTransferred/ ene� Until Number of Bedrooms Approved AIIA Si gnature of Department Representative Date WWM-104(Rev.02/12) W NOTES: Z THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE Z PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE W NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, O W w T_ PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, a PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 1 PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED S1/�V,� J m PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY.IF V AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE N ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE TEEM HIS SEAL AND THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH MEADOW :2ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COURT COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SUBPAVEMENT .�1 SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. `C, PROP, NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. CURB PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE R=200.00' N 49°50'53" E N 49°50'53" E W CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES, L= 16.58' 20.38' 39.62' z SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS ,Q( OTHER THAN VISIBLE PERMANENT STRUCTURES. COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS - W RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED N pD W IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN C) (0 z PERMISSION OF THE SURVEYOR. �' O i a�Id, THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL oo ^ O M oV F- MUNICIPALIT ISN¢L/1UTTT}}}iii��-QQQRIZ�NOF�GUARANTEED FOR ANY OTHER M M O M M J PURPOSE. D I I n/] z 't U) J U V 13' z NOV 1 F 2021 r; v N 17.0' //// •,{ v 2.5' 18.T o o R=140.00' l/�n �, 01 ui I �i 18.9' o a;2.4' I 1 N14.0' ro L=37.19' BUILDING DEPT. fO 3.3' i GARAGE i GARAGE N S 23°11'01" E Q �� TOWN OF SOUTHOLD N: II dO 39.36' � 1 r 5.3' ----L--.--I 3.4' � FOUNDATION ONLY P OF FOUNco �I' �R=112.00' � [ TO =36.81 2.0' 9 W L=29.72' of NES 2 0, UNIT 57 I UNIT 58 a S 38°23'13" E ®� <i°h 13.2' I1 2'O'2.0' z.o'� 62.34' o b o .7 R=112.00' D .� < `tip C6 11.0' L=29.75' r- c9 - z "1 S 53037'34" E ¢ w n yl O 51.14' !t _ HARVEST POINTE HOME OWNERS —R=112.00' Q I O �� AND SJR — 50 ASSOCIATION DESIGNATION LINE ° e R=300.00' - - - - �- L=29.75 ^ M L=479.10' S 51°35'40"W 92.91' I $ 38024,1$" E I U) 96.29' N R=410.00' I 3'07"W L=450.51' 07.80 I / e S 65026'53" E O�� 167,99' (ACTUAL) 11-02-2021 FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED SURVEY 9.54e c� S52 55° - FOR UNITS 57 - 58 ��, � -20„W R=275.00' �`� vP �I S37°04'40"E UNIT DESIGNATION MAP OF I HARVEST POINTE CONDOMINIUM 2 S 49°09'21" E W I� 95.00' I FILE NO.:490 FILED September 28, 2020 Z r SITUATED AT 238.82 w g I TOWN OF CUTCHOGUE S 40052'38” E W TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 27.03' Z SOUTHOLD S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 031.000&032.000 S52055'20"W = oE�-v NELSON & POPE 19.24' - - a I _ - ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174I jNPHONE(631)427-5665 FAX(631)427-5620 Li W WWW.NELSONPOPE.COM LL W INDNIDUALSURVEYS S0 U) CHOOL HOUSE LANE DRAWN BY: NP CADD No.: 00026 I SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF 1 1"=30' DATE: 11-04-2021 PROJECT NO.: 00026 i NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS. PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. SWEET Il IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, Z PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON.UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED MEADOW O ^T O 4 1 W J PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF '{�` L3� W AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND SUB PAVEMENT R=200.00' d THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH e. ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. B.S. CU L= 16.58' J J BD COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED Ra 5 SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. N 49050'53" E N 49°50'53" E cn NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS L0 20.38' 39.62' OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. rl: t� PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CQOk M CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS.WATER COURSES, LLI SOIL CONDITIONS.VEGETATION,TREES,PATHS.DEBRIS OR ANY OTHER CONDITIONS ®o DROP CURB OTHER THAN VISIBLE PERMANENT STRUCTURES._ - , k CO W O W O O E.BOX 7- CO COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS fn � ❑ lqr RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, C w,� ODI mW>W N ¢wj� O M 0C.BOX CV CO RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED k W>yC) O LU-0- uaLm 0L] O CYI 0 LO IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN z o - PERMISSION OF THE SURVEYOR. -Yi ELEC. �m�m Ln 0 OD Z ch METER M �m (q GAS. ^13.0'o Z 17,0' ELEC. 2 METER 18,7, c c METER R=140.00' z.5' I Ln N 1e.s' GIs. . 'v 2.4' I I w14.0' � L=3719 M ER ' 03.3' I GARAGE I I N J I I GARAGE I < ��S 23011'01" E I--- I ' 5.3 —Z----� 3.4' z m 39.36 2 N 1 STY F I 0 R=112.00' - RIME RESIDENCE 2.0' � 4i�-L=29.72' ��®F fel&t� UNIT 57 I ow ao �w 2.0' RFL.6 37.0 UNIT 58 aQ m S 38023'13" E �Q' y DAVID p m°�O G.FL.k 36.4 n 62.34' R Oco � �Tfi 2.0' z O co I 2.01 N [v .r.- A (613.r a ' 2.O Ba 22.7h Dri R=112.00' 14.4' N16.0. a -L=29.75' r- 11.01 OCO O o coo �W o S 53°37'34" E Q l w '-W '��° ` 16.9' U � > w n S :n, �l R/O CONCRETE w�� ENC�oSUREE L�+ 51.14 � � 4/ R—ENCLOSURE 3 -� - - R=1 12. 0.00' ogT_, _ - T L=479.10' — - S 51°35'40"W 92.91' - L=29.75' I � I'- 0�� HARVEST POINTE HOME OWNERS I .S 38°24'18" E ASSOCIATION DESIGNATION LINE 96.29' N I R=410.00' OLP S 24033'07"W L=450.51' I ? 107.80' 1 S 65026'53" E OZ�' 167.99' (ACTUAL) 49.54' �X� - - R=275.00' �v F S52°55'20"W L-77.85' �\ I S37°04'40"E 1"2-2021 FOUNDATION LOCATION FINAL SURVEY 02-23-2022 SANITARY AS BUILT FOR UNITS 57 R 58 S 49009'21" E z 95.00'1 I 04-27-2022 FINAL SURVEY UNIT DESIGNATION MAP OF 238'82 w g I TOWN OF HARVEST POINTE CONDOMINIUM 2 S 40052'38" E > W FILE NO.:471 FILED January 09,2018 27.03' a Z I SOUTHOLD CUTCHOGUE S52055'20"W = TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 19.24' - a I - - S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 0200,LOTS 031.000 a 032.000 , Z Lu w LL NELSON ; POPE U- W LL 7 engineers•amhft m•surveyors �j SCHOOL HOUSE LANE 70 Maxess Road,Melville,NY 11747. 631.427.5665• nelsonpope.com DRAWN BY: NP ADD No.: 0002615 SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 1 OF 1 DATE: 05.04-2022 PROJECTNO.: 00026 I C SWEET NOTES: 71 Uj THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE cau' PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE Uj MEADOW COURT II ; NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. V `� SUB p I Q AVEMENT IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, Ix fly LU 3 J z PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY o w B.B. CURB `' I U1 PERSON,UNLESS GI IS ACTING UNDER THE DIRECTION E A LICENSED _ I 1,1 PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY.IF a CO) E w ELE w 1 O, WATER IN W U•I AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED;THE ':5 =7G L S�VI E w w w 3 7 ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND J U! 1 6� _�EE w w Q THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH �,`U ® 3 GAS SERVICE G E t D- ALTERATION,ANDA SPECIFIC DESCRIPTION OF THE ALTERATION. Z UJ /1 c7 'u�W l G 3I O m ar �J W 3 3 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED DROP CURB t7w I ^ N SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. 0 LU U) �r I� W W - ; J NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS C9 fp I W � 3 W II OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. a m�<w mW�W ¢U UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED I� W L I W-O-0 >a0 I�> c7w I AS TO ACCURACY.EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. f j^- �' n � s ELEC. 3 2060 ZQaOf 3, LU i 1 ; ` ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN �� 18_ !� METER �m 0060 '-� II I PLAN DATED 7!21/18.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED \ TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS om ® � \ E 13.0'O co ELEC. THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. UJ u'� � � G � � iv 17 0' METER �' 3 CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR (� LL. GAS. 1� 18.7' o E E E i I FURTHER DESIGN. 0 � $� � METER 'a 2.5' I N 18.9' b G I I (V4.0' C'AB' 3 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE Q. Q _� "a 2.4' I r-: METER cau CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, O ,p 3.3, I GARAGE I I N SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS V 0 iy ^ I I GARAGE I I I I OTHER THAN VISIBLE PERMANENT STRUCTURES. Y COL. U I___ I IW i Z COPYRIGHTO_ NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS 5.3' Z ___I X3.4' O] W L'U I ¢ RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED L1� N 1 STY FRAME RESIDENCE INORSSIONO THE SURVEYOR. RSYSTEMwrrHOUTTHEPRIORWRITTEN 3 BY ANY OR J 2.0' U W I I� W PERMISSION OF THE SURVEYOR. I ~ (n 0 jrj UNH,57 n �c7w j I ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED.NOT ZOO 2.0' UNIT 58 I I W srlowN UO0 -2 0' _IDIP I c ALL SANITARY PIPING 4'6 8'SDR-35,TYPICAL. IF IINV. 2.o,- QQ 158.4' 13.2' INV o 33.73 22.7' 2.0'ori co A 05 M 14.4' cl; CO TYP. c4 16.0' 4 B AV I I I INV.33.65 �G OF N,Lc:� 33 97 4"SDR-35 N PIPE,TYP. �. DAVID/,.) �® �!J INV. INV. 0 ST1 s 33.14 WITH CASTING tri 52.89 I A.� ST ° AT GRADE 6T.20 INV. INV.33.38 INV,. 2 28.4' 6"SDR-35 0 y � kid �• 32.01 PIPE,TYP.@ 1.27% E G 'ice 0 INV. ,� F _ f ° 0.47 0.()502A6 OL v(R , 10'0x10' SS ND a�•� ,rm DEEP L.P. 11-02-2021 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED Sulky ,> 02-23-2022 AS-BUILT SANITARY FOR UNITS 57 - 58 SANITARY SYSTEM AS-BUILT TABLE UNIT DESIGNATION MAP OF HARVEST POINTE CONDOMINIUM 2 STRUCTURE NAME TIE A TIE B FILE NO.:490 FILED September 28,2020 UNITS#57-58 SITUATED AT ST-1 29.8' 66.2CUTCHOGUE ST-2 35.3' 68.4' TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 031.000 8032.000 LP 47.8' 75.1' ` NELSON ♦ POPE I HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S Af engineers•architects•surveyors UN IT N o. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 70 Maxess Road,Melville,NY 11747. 631.427.5665• nelsonpope.com 5-7 '"�"` R1'fl=t1� a tia,� 1'599 S.F. 363 S.F. 1,962!S.F. DRAWN BY: NP CADD No,:INDIVIDUALSURVEYS 58 R10-17-0112 1,599 S.F. 363 S.F. 1,9621S.F. 00026_1 SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I DATE: 03-01-2022 PROJECT NO.: 00026 1"=30' j tis 5 7 APPRO ED AS NO ED PLUMBER CERTIFICATIOr 6 t q�o ON LEAD CONTENT BEFOF DATE: • B.P.# CERTIFICATE OF OCCUPAN(. FEE: I� :� � r SOLDER USED IN WATER NOTIFY BUILDING -ARTMENT AT SUPPLYSYSTEMCANIVOT 765-1802 8 AM TO 1 RM FOR THE EXCEED '2/10 OF 1% LEAD FOLLOWING INSPECTIONS: T. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH- FRAMING & PLUMBING ;, ?tUNG 3. INSULATION rt PLUMBING WASTE 4-. FINAL - CONS T r. ')N MUST 'WATER LINES NES BE COMPLETE �. T, . NG BEFORE COV, ` ALL CONSTRUCT!'rt. '-.'--ALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL. INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF TRUSS PLACARDING REQUIRED ZUTHOLD TOWN 7BA I �THOLD TOWN PLANNING BOARD g .DO NOT PROCEED WITH; ,FRAMING UNTIL SURVEY; N. . .DEC :. F FOUNDATION LOCATION -'HAS-BEEN APPROVED. OCCUPANCY OR Slower door USE IS UNLAWFUL and ductwork and required. NITHOUT CERTIFICI -)F OCCUPANCY • Fire separation Must provide Manuals required as per D,J and S as per `RETAIN STORM WATER RUNONYS Code NYS Energy Code FF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. All exterior lighting installed,replaced or repaired shall conform to Chapter 172 of the Town Code � ^ 1 DES: R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, Section R316 Foam Plastic TABLE R405.1 Z `i/ PLANS ARE IN CONFOR��ANCE WITH THESE APPLICABLE CO z L� draftsto s shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. Properties of Soil Classified According to the Unified Soil Classification System W � ORK STATE s ace into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall bear 2 0 2020 RESIDENTIAL COLE OF NEW Y P UNIFIED SOIL VOLUME � v U I LD I N'G C 0 D E 0 F NEW YORK STATE be provided in floor-ceiling assemblies under the following circumstances: the label of on approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine that the SOIL CLASSIFICATION CHANGE 2020 EXISTING B 2. Floor framing is constructed of truss-type open-web or perforated members. end use will comply with the requirements. GROUP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL U n C 0 D E 0 F �I EW YORK STATE R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from sYMeoL CHARAOTERts71CS POTENTIAL EXPANSION QQ `U � GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, GOOD LOW LOW `./ 2020 FIRE 2020 MECHANICAL CO C►E 0 F NEW YD R K STATE the interior of a building by an approved thermal barrier of not less than � inch gypsum wallboafd. LITRE OR NO FINES Z R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, (n '' W LITRE OR NO FINES GOOD LOW LOW �_ W " O rn " 20 20 PLUMBING C 0 D E 0 F NEW YORK STATE gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is required by Section R807.1. GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, H- � � 2. The space IS entered only for purposes Of repairs Or maintenance. LITTLE OR NO FINES GOOD LOW Low U 4-' a) 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 Exceptions: 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/8 inch SP POORLY GRADED SANDS, OR GRAVELLY SANDS. I '� U •cN> N E R GY CONSERVATION C 0 N STR U CTI 0 N C 0 D E- 4. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. gyP Sum board. LITTLE OR NO FINES GOOD LOW LOW � � p N} 2020 NEW YORK STATE: E GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM LOW H � -2 Z _ R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the perimeter joist space without the U (D•- RESIDENTIAL PROVISIONS SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW Z p_U).- e� Section R303 thermal barrier specified in Section R316.4 subject to all of the following: GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW 0 W cr_o M Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not more than 3Y inch. Q SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW U U) N 11 R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. _ SECTION R1D1 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in accordance ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, ❑ U M - GENERAL Exceptions: 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is with ASTM E 84 or UL 723. GRouP 2 Y I LAY IL I H M IUM HI H Low SLIGHT PLASTICITY � � 0 Residential Code of NYS for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, installed in accordance with Section M1507. CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICfiY, R101.2 The provisions of the 202 Section R317 Protection of Wood and Wood-Based Products Against Decay el app) one and two fctio dwellin s and townhouses not more 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM 2 replacement, repair, equipment, use and occupancy, location, removal and demolition ofd y 9 R317 All sills and lates on exterior foundation wall to be ressure reservativel treated in accordance with AWPA U1. CLAYS To Low 11 rade large in hei ht with a se orate means of egress and their accessory structures not more than three stories above grade average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. P P P Y than three stories above g p g P Foundation wood irders: wood irders seated in exterior foundation walls to have min. 1 2 inch airs ace all sides or ends wro ed with aluminum plane in height. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior 9 9 P PP stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing flashing. of the stairway. R317.1 location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable wood R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. R202 Definitions: Section R305 R317.1.1. Feld treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. R404.1.7 Backflill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that fasteners and service openings. R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. Z Ceiling Height It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated Section R405 Foundation Drainage 0 Is between the floor and ceilin of an sto . R305.1 Minimum height. Minimum ceiling heights of 7'-0" in habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, toilet rooms & laundry rooms. fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F 1667. R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or - Mezzanine: An intermediate level or leve 9 Y ry Debris Re ion: Areas within hurricane- rone regions located within 1 mile of the coastal mean high water line where the ultimate design wind Exceptions: Windbome g P usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be U 30 m h or reater. 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 of not less than 30 R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position installed at or below the top of footing or below the bottom of the slab and shall discharge by gravity or mechanical means into an approved speed (Vult) is 1 p g inches by 30 inches at the showerhead. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall drainage system. � is or other obstructions in basements containin habitable s ce shall be ermitted to project to within 6 feet 4 inches of the r e i al etters. Numbers shall not be s elled out. Each character shall be not less than 4 inches in hei ht with a stroke with Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel mixture with soils accordin F" R301.1.1 Alternative rovisions. As an altemctive to the requirements in Section R301.1, the following standards are permitted subject to the limitations of this code 3. Beams, girders, duo 9 Po P be Arabic numbers o olh. he I p 9 9 U) and the limitations therein. Where engineered design is used in conjunction with these standards, the design shall comply with the Building Code, finished floor. of not fess than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. 1. AWC Wood Frame Construction Manual (WFCM). (2015 EDITION) R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous locations for the emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or Z purposes of glazing. other sign or means shall be used to identify the structure. Address identification shall be maintained. Section R406 Foundation Waterproofing and Dompproofing 0 therwise not R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a hazardous location where R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior � R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section R301 oro the bottom exposed edge of the glazing is less than 60 inches above the floor. nce with acce ted en ineerin ractice. The extent of such design need only Section R321 Elevators and Platform Lifts spaces and floors below geode shall be dampproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement O conforming to this code, these elements shall be designed in accords p 9 g P mod 1. Where the lazin is within 24 inches of either side of the door in the plane of the door in a closed position. u- L J trate corn liance of noncom/entional elements with other applicable provisions and shall be compatible with the performance of the conventional fro 9 9 R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall comply with ASME A17.1/CSA floor to the finished grade using a bituminous coating. demons p s tem. En ineered desi n in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 2. Where the glazing is on a wall less than 180 degrees from the plane of the door in a closed position and within 24 inches of the hinge side of 844. M 9 g an in-swinging door. Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of one-half of the backfilll Z ` , J scope of this code. R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. ❑ R301.2.1 Wind desi n criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using the ultimate design wind walking surface of stairways, landings between flights of stairs and romps shall be considered to be a hazardous location. Section R322 Flood Resistant Construction The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. J 9 Exceptions: � �1 seed in Table R301.2 2 as determined from Figure R301.2(5)B. R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in Table P ( ) 1. Glazing adjacent to walking surface and rail is installed 34"-38" above landing. R301.2(1), and substantial improvement and repair of substantial damage of buildings and structures in floor hazard areas, shall be designed and R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a class one vapor retarder fissile test of ASTM E1996 & 2. Glazin 36 inches or more measured horizontally from the walking surface. constructed in accordance with the rovisions contained in this section. Buildings and structures that are located in more than one flood hazard area shall material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents within 3 feet of each corner of R301.2.1.2 Protection of openings: Window glazing in windborne debris regions shall be protected to meet the requirements of the large m 9 P ASTM E1886 per section 301.2.1.2,1. Garage door glazing shall meet impact-resisting standards or ANSI/DASMA 115. comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified foundation. han 8'-0" shall be ermitted for o enin rotection. Panels Section R310 Emergency Escape and Rescue Openings floodways shall be designed and constructed in accordance with ASCE 24. R408.4 Crawl space access panel to be min. 18" by 24", Openings through perimeter wall shall be not less than 16" by 24". Exception: Wood structural panels with a thickness of not tees than 7/16 and span not more t P P 9 P he attachment hardware rovided. UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood-resistant shall be precut and attached to the framing surrounding the opening. Panels shall be predrilled and secured with t P enclosure that is useable sole) for vehicle arkin buildin access or limited stora a rovided that such enclosure is not built so os to render the buildin AND RESCUE OPENING PER SECTION R310. (Egress window & window well) Y P 9• 9 9 P 9 R502,2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood �� R310.1 Emer enc esca a and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. or structure in violation of this section. structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. BLE R301.2 1 9 y P s than 5.7 s uare feet. The net clear R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing R502.4 Joists under bearing partitions: Provide 2x full depth blocking 0 48" o.c. max• where beam is not located under wall to allow for piping or vents. O TA ( ) R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not les q CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section R322.2 or " 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 than 3 inches of bearing a r T , sin SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean R310.2.2 Window sill hei ht. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches R322.3, 4. on masonry or concrete or alternatively, the ends of joist shall be supported on a 1"x4" ribbon strip and shall be nailed to adjacent stud. ~ GROUND Wind Deg SEISMIC FLOOD 9 Exce tion: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct W DESIGN UNDERLAYMENT Freezing Annual above the floor, where the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2.3. P R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to band or rim joist. 0 SNOW SPEED To o ra hical SpeCiol Wind DESIGN FROST LINE HAZARDS P 9 P T AY systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed to CATEGORY WEATHERING EPTH TERMI E DEC TEMP REQUIRED Index Temp R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width of not less than 36 d esist h drostatic and h drod namic loads and stresses includin the effects of R502.8.2 En ineered wood roducts. Cuts, notches and holes bored in trusses, structural corn osite lumber, structural glue-laminated members, Q LOAD (mph) Effects Wind bourne D prevent water from entering or accumulating within the components an to r y y y g 9 P P Region Debris inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or as shown on these Fn zone R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. drawings, v J �./ the window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 inches, shall project not less than 3 inches R 322.1.7 Protection of water su I and sanita sewage systems. New and replacement water supply systems shall be designed to minimize or eliminate infiltration R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a registered truss design ❑ MODERATE SLIGHT TO 10 from the wall and shall be s aced not more than 18 inches on center vertical) for the full hei ht of the window well. PPY ry r24 O 20 140 NO (B) SEVERE 36" Yes X 1500 of flood waters into the system in accordance with the plumbing provisions of this code. professional where required by the statues of the jurisdiction in which the project is to be constructed. TO HEAVY MODERATE Degrees P Y 9 t� r R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section R405.1 .> R 322.1.8 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the elevation M or by an approved alternative method. required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. Section R506 Concrete Floors (On Ground) �1^- t Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance R 322.2.2 Enclosed area below desi n flood elevation. Enclosed areas, includin crawls aces, that are below the . .4 R301.2.1.4 Exposure category. 9 9 P R506.1 Concrete slab on grades to be min 3-1/2 inches thick. r 1. Ex osure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings with the United Soil Classification System, Group 1 soils, as detailed in Table R405.1. `„/ design flood elevation shall: R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace slag passing P R311.6 Hallwa s min. 36" clear width. or larger. Exposure 6 shall be assumed unless the site meets the definition of another exposure. Y � 1. Be used solely for parking of vehicles, building access or storage, a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. � 0 en terrain with scattered obstructions havin a hei ht less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: Exception: A base coursn is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group I H 2. Exposure C. p 9 9 0 feet from the artiall obstructed area. Includes flat open country and grassland. R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom 2,1 The total net area of non-egineered openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area according to the United Soil Classification System in accordance with Table R405.1. Q 60 p y osure D. Flat unobstructed areas ex osed to wind flowin over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 height. The clear width of the stairway in and below the handrail height, including treads and landings, shall be not less than 31 }� inches where a is measured on the exterior of the enclosure walls. 3 � P 9 R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between � P handrail is installed on one side of s inches where handrails are provided s. both sides. R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapor retarder is not required for Garages, feet from the unobstructed area. R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design utility buildings and other unheated accessory structures. Z R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 151 inches (12.58') between floor levels or landings. flood elevation, each area shall have openings. Z bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. W 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade Section R602 Wood Wall Framing � rovisions, provided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. immediately under each opening. P R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through R602.3(4). Wall sheathing () Chapter 6 are exceeded. Where the story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to rdance with the Buildin Code. 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 risers. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements o Is shall be fastened directly to framing members and shall confirm to the requirements of Table R602.3(3). resist wind loads shall be in acco g R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. section. R302.2 Townhouses. Common walls separating townhouses shall ut assigned o fire cresistance rating in accordance with Section ity of , Item 1 or 2. The common R311.7.8.4 Continuity. Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over lowest tread. R 322.3 Coastal high-hazard areas (including V zones and Coastal A Zones, where designated) Elevation requirements. Q wall shared b two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall Exceptions: 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal Y ve the ase shall be rated for fire ex sure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical 1. Handrails shall be permitted to be interrupted by a newel post at the turn. structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade booms and bracing, is elevated to or abo � o walls for electrical outlet boxes shall be in floor elevation plus 1 foot or the design flood elevation, whichever is higher. TABLE R602.3(1 LFASTENING SCHEDULE installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of comm n R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline accordance with Section R302.4. 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas I IP FASTENING a,b,c d ME radius is not greater than 24� inches. Each tread shall have a depth of not less than 6� inches at the walkline. All treads shall be identical, and the �-�� ( � ) 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall rise shall not be more than q inches. Headroom shall not be less than 6 feet 6 inches. and Coastal A Zones shall be supported on pilings or columns. assembly tested in accordance wi':h ASTM E 119 or UL 263. 1. BLOCKING BETWEEN JOIST; OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL 2. Where a fire s rinkler stem in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall R 311.8 Ramps. Section R325 Mezzanines 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL P sY R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall comply with section R325.6 assembly tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL R 325.3 Area Temitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which I- TABLE R302.1(1) Where it is technically infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units OVER PARTITIONS � r, n h n r- they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is W _ . EXTERIOR WALLS horizontal (12.5 percent). located. MINIMUM MINIMUM FIRE R 312.1 Guardrails: Porches, balconies, and stair landin s 30" above floor or rade to be installed with 36" hi h railin s, balusters not to allow assn a of a 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL o `" N N ci M cd `�' g g 9 9 P 9 R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE sphere 4 inches or more in diameter. R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, columns 6. RAFTER OR ROOF TRUSS TO PLATE FIRE-RESISTANCE RATED 1 HOUR 0 feet R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and and posts. THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL WALLS greater than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one Exceptions: 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. NOT FIRE-RESISTANCE RATED 0 HOURS 25 feet RAFTERS TOE NAIL PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE >_2 feet to <5 feet of the following: 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the TWO 16D COMMON. END NAIL 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened enclosed space is not greater than 10 percent of the mezzanine area. 8. STUD TO STUD NO AT BWP TABLE R302.1(2) position. 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with ( ) 16D COMMON AT 24"O.C. FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL Z U) MINIMUM MINIMUM FIRE 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL Z EXTI_RIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE Window o enin and control devices. Window o enin control devices shall comply with ASTM F 2090. The window opening control device, after R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or g g R312.2.2 p g P 9 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. FIRE-RESISTANCE RATED 1 HOUR 0 feet operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings on soil that consists primarily of clay or silt or have TOE NAIL iii Z Z cn N a WALLS NOT FIRE-RESISTANCE RATED o HouRs 3 feet the area required by Section R310.2.1. any inorganic material or fill. 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0/C FACE NAIL O o O o 0 o Z w TABLE R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL > > rn ¢ N > a a N the foundation to the underside of the roof sheathin , Section R313 Automatic Fire Sprinkler Systems 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment ON EACH SIDE OF END JOINT (24"MIN lAP SPICE N R302.2.3 Continui The fire-resistance-rated wall or assembly separating townhouses shall be continuous from 9 i ht of three stories above rade lane shall be a ui ment throw hout with an LENGTH EACH SIDE OF END,DINT) � � � w � � 05 m v deck or slab. The fire-resistance: rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclosed R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a he g g p q P 9 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment assessor structures. automatic sprinkler system. R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL C2 ra is for townhouses. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% ( ) _ R302.2.4 Pa pe or NEPA 13D. 15. BOTTOM PLATE TO JOIST OR BLOCKING AT BWP 2-16D AT 16"O.C. FACE NAIL N 1. The ora et shall extend not less than 30 inches above the roof surfaces. s ne and two famil dwellin s havin a hei ht of three stories above rade shall be equipped R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL o P P R313.2 One and two family dwellings automatic fire system . 0 Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating as tested in accordance with Y 9 9 g 9 isolated plain concrete footings supporting columns or pedestals are permitted. Ire-retardant-treated wood for a distance of 4 feet on throughout with an automatic sprinkler system. FOUR 8D COMMON. TOE NAIL r- f deckin or sheathin is of noncombustible materials ora roved f R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and oil wood foundation wall sill plates shall be anchored with h inch diameter ASTM E 108 or UL 790 and the roc g g PP u o ed b not less R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NEPA 13D. 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION - OMMON FACE NAIL each side of the wall or walls or one layer of 5/8 inch Type X gypsum board is installed directly beneath the roof decking or sheathing, s pp rt y anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches Into concrete and located in the middle third of he oof framin members for a distance of not less than 4 feet on each side of the wall or the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE BI COMMON. TOE NAIL than nominal 2 inch (51 mm) ledgers attached to the sides oft r g d an o enin s or enetrations in the roof are not within 4 feet of the common walls. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the located not more than t2" or less than 3.5" from the end of each plate section. Plates shall be protected against decay and termites. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"0/C TOE NAIL Z W walls an y p g p 3. A aro et is not re uired where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches above the building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their P P q lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER W rating. The wall shall be rated for exposure from bath sides. exterior balconies and decks that are constructed of open wood joist construction. 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL (L U R302.2.6 Structural independence. Each individual townhouse shall be structurally independent TABLE R404.1.2(1) a 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and 0 O m Exceptions: Section R314 Smoke Alarms Minimum Horizontal Reinforcement for Concrete Basement Walls ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior W w 1. Foundations supporting exterior walls or common walls. R314.1 General. Smoke alarms shall comply with NEPA 72 and Section R314. MAXIMUM UNSUPPORTED x 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT SD COMMON (SUBFLOOR) supports (see note f) v w lli s. Dwellin units in two-famil dwellin s shall be se arated from each other by wall and floor assemblies having not less than a 1-hour with UL 2034. WALL (FEET) W L) a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing Q � v o R302.3 Two family dee Ing g y 9 P connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), Z fire-resistance rating where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Building Code. Fire-resistance-rated floor/ceiling and R314.3 Location. Smoke alarms shall be installed in the following locations. 58 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof 1. In each sleeping room. AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. 0 2. Outside each se orate sloe in area in the immediate vicini of the bedrooms. d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically C0 4 sheathing. P P 9 tY ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY Exceptions: 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY w Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end W T I' walls and 4 inches on center to gable end wall framing. Q W 1A fire-resistance rating of % hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NEPA shower. ~4 13. R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke ❑ F--1 R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies alarm in a location required by Section R314.3. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls W shall have an equal or greater fire-resistance rating. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. LU U R302.5.1 Opening Protection. Honeycomb--core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a self-closing device. Doors 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed MINIMUM VERTICAL REINFORCEMENT BAR R602.3 5 2x4 wall studs at 16 inches on center with a maximum hei ht of 10 feet shall su ort a maximum of one floor lus roof ceilin assembl 2x6 SIZE AND SPACING (INCHES) ( ) g PP P 9 Y I= from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing device. cooking appliance. wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof/ceiling assembly. Exceptions: � 5.: R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF Where designed by in accordance with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, z m WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH 2X6 jj2 grade studs supporting a roof load with not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when Z IiJ No. 26 gage sheet steel or other approved material and shall not have openings into the garage. 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with (��) (��) Do not backfill with any soil containing silt or clay. � R302.6 Dwellin - arae fire se aration. The arae shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. Z v 9 9 9 P 9 9 Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the WAIL THICKNESS (INCHES) Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are 8 10 12 R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and intersections with bearing (D o o rn individual dwelling unit. partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates need not occur over studs. Plates shall be not less perpendicular to the adjacent dwelling unit wall. 8 7 NR NR NR U than 2 inches nominal thickness and have a width not less than the width of the studs. TABLE R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable areas. Garage ceiling: 5/8 Section R315 Carbon Monoxide Alarms 9 8 5 0 41 NR NR e X sum board R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & bored hole limitations for Q ,�� E�ARC tyP 9YP R315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fire Code of NYS. 10 9 6 0 41 5 0 22 NR exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls & figure R602.6.1 top plate U �5 ERT C/y y X R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. R30.9.2: Wall & Ceiling finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM E84 or UL 723. framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-10d nails I- lV �� F'S'L��0 R302.11 Fire blocking shall be provided in wood-framed construction it the following locations: WR denotes no reinforcing required. each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) I .•-� _ Q Z 1. In concealed spaces of stud Nails and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: Locate vertical bars tY" clear from inside face of walls. The center of bars shall not vary from this by more than inch. ( (( ' l a l_._.3 ILL.�� 7C _ a 7f 1.1 Vertically at the ceiling and floor levels. ( 1.2 Horizontally at intervals riot exceeding 10 feet. \ U 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. SEP - 3 2021 � �� - 3, In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and 381 y� ❑ �FpF NE`N products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 3,T',�`*j" T`��" �zFn j ^�0)r,.- Y-. J B NUMBER 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the 1 following materials. W 2 016 2 3 1. Two-inch nominal lumber. 2. Two thicknesses of 1" nominal lumber with broken lop joints. 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. UNIT 5 7 UNIT 5 8 Q HEET NUMBER 2 d 4. One thickness of 3/4 inch particleboard with joints ba6ed by 3/4 inch particleboard. 5. One half inch gypsum board. _ _ Z 6. One quarter inch cement based millboard. (M O D EL B 2 M O D EL B 1 15 ) 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. \ / \ / W Q COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TRUSS IDENTIFICATION SIGN (1) ^^ ,, TABLE R602.3(3) F- W Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crowlspace walls and the perimeter of P2607.2 Ppes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulation's thermal performance. methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD W ULTIMATE DESIGN 1. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND OR TIMBER CONSTRUCTION 2 E MINIMUM NAIL PANEL NAIL WIND SPEED V ult The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. rP PP 1 P P Z) � $ SPACING (mph) N1101.14 R401.3 Certificate Mandato A ermanent certificate shall be corn leted b the builder or other a roved and posted on a wall in the where the 2, A flashing of an approved elastomeric material. 6" DIA. m MINIMUM MINIMUM MAXIMUM WALL ( ) ( ry)' P P y pp P REFLECTIVE RED V V furnace is located, a utility room or on approved location inside the building. P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause O '�'�� WOOD NOMINAL PANEL STUD SPACING damn e, the tank shall be installed in a an constructed of one of the followin PANTONE (PMS) #187 0 V WIND EXPOSURE g P g' N SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) 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 - EDGES FIELD CATEGORY Insulation and fenestration Requirements by Component ^^ ,, N (INCHES) PANEL SPAN (INCHES) (INCHES O.C.) (INCHES O.C.) O W U RATING 2, Plastic not less than 0.36 inch (0.9 mm) in thickness. B C D CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL i o rn 0 3. Other approved materials. 0 '�J � ami ZONE a U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE PP 0 > � rn 8d 1 75 24/16 7/16 16 6 12 170 140 135 U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL A plastic pan installed beneath a gas-fired water heater shall be constructed of material having a flame spread index of 25 or less and a smoke developed VE � .0 04 1. COMMON R-VALUE index of 450 or less when tested in accordance with ASTM E84 or UL723. _ R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top 4 EXCEPT RWHITE fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering MARINE 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 " 0 .E W N story) shall have the wall sheathing and fast g P N Y Section T101 Scope 1 4 Z i a� - rn practice. T101.1 General. The provisions shall be applicable for new construction where solar-read provisions are required, / O x 'a c"' N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does P PP Y P q 1/2 U Q WW C co R802.11 Rafter or truss uplift force. not allow sufficient space for the required insulation, the minimum required R-value for such roof/ceiling assemblies shall be R-30. The insulation shall TRUSS IDENTIFICATION SIGN STROKE " 130mph wind speed. Roof itch > 5 12 Exposure B extend over the top of the wall plate to the outer edge of plate without compression. The reduction of insulation from the requirements of Section Section T102 General Definitions COMPUANCE WITH 19 NYCRR 1264 ❑ = M v, Co For rafters at 1612 In p P P N1102.1.2 shall be limited to 500 sf (46 m2) or 20 percent of the total insulated ceiling area, whichever is less. Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN V M Spon (ft) 12 18 24 28 32 36 42 48 photovoltaic or solar thermals stem. DIAMETER,WTH A STROKE WIDTH OF 1 2 THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN ct co Uplift Force # 117 149 182 203 226 247 281 314 N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be P Y /°• � .... Increase x1.09 for pitch < 5 12. Increase x 1.5 for 24"o�c spacing. Increase x 1.32 for 140 mph. weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONEP4 Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table Section T103 Solar-Ready Zone MATCHING SYSTEM(PMS)1187. _ R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 R1102.1.2 based on the applicable climate zone specified in Chapter 3. T103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. SECTION 1265.4.SIGN OR SYMBOL a and shall penetrate the wood not less than 5/8 inch. N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. T103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED R702.4 Ceramic Tile. N1102.2.9 R402.2.9 Basement walls. Walls associated with conditioned basements shall be insulated from the to of the basement wall down to 10 feet 3048 mm areas as required b the International Fre Code. New multiple single-family dwelling townhouses three stories or less in height above rade lane and with TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR 4 2 ( ) p ( ) e9 Y P 9 Y 9 ( ) - 9 9 P SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY ds. Materials used as backers for wall the in tub and shower areas and wall panels in shower area shall be of materials listed in Table R702 below rade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead a total floor area less than or equal to 2,000 square feet (185.8 m2) per dwelling shall have a solar ready zone area of not less than 150 square feet PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL R702.4.2 Backer boar 9 The solar-read zone shall be composed of areas not less than 5 feet (1.52m) In width and not less than 80 square feet 744 m2 exclusive TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR and installed in accordance with the manufacturers recommendations. is insulated in accordance with Section N1102.1.2 and N1102.2.8. (13.94m2). y p ( . ) ' q ( . ) N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting of access or set back areas as required by the International Fire Code. WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX, THE TABLE R702.4.2 doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z Backer Board Materials T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE O 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 ole circuit breaker for future solar 0 MATERIAL STANDARD Pa Pa p p WOOD ROOF TRUSS SPECIFICATIONS: _ GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 Air Barrier and Insulation Installation electric installation and shall be labeled 'For Future Solar Electric'. The reserved space shall be ositioned at the opposite load end from the input feeder ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. LY FIBER REINFORCED GYPSUM PANELS ASTM C 1278 P P PP ( P NONASBESTOS F16ER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. location or main circuit location. N91E: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. ~ NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. Cn BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. At least one installed at 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Z CEILING ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY the front and back of dwelling units. 0 GAPS IN THE AIR BARRIER SEALED. E 3901. TABLE R703.8.1 / D (EQUATION 16-8) 9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet D + L (EQUATION 16-9) Allowable Spans for steel lintels supporting masonry veneer ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL is required for each car space in a garage. BE SEALED. D + S (EQUATION 16-10) 0 SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D + .6WE Ln ABOVE a,,: (inches) ABOVE ABOVE WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. N 16-12) D + 0.75 (.6W) + 0.75 S (EQUATION ION 1 16-13) THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. O �^ 13x3x1/4 8'-0" 4'-6" 3'-0" KNEE WALLS SHALL BE SEALED. D - DEAD LOAD, L = L.IVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF Z (V J L.4x3xt/4 8'-0• 5'-0" 4'-6" WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. DOORS SEALED. ❑ 1) Lbx3.5x5/16 ,o'-o• s'-o" s'-o" DESIGN LOADS: TABLE R301.7 H IGNED TO SUPPORT THE RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TCLL =20SPSF SPLUS UNBALANCED SNOW LOADING, WIND LLOADINGS,LOWING EAND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED FlY ASCE7-10 , TCDL = 15 PSF, L.8x3.5x1/4 14'-0' s'-s" �'-O' FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION THE FOLLOWING LIVE LOADS: ALLOWABLE BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS.GN LOADS: W r-� GARAGE AND CANTILEVERED a. Long leg of the angle shall be placed in a vertical position. FLOORS) ROOF: STRUCTURAL MEMBER DEFLECTION c. Minimum bearing to be 6". SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(6) TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF )/360 OR .75". �/�4 SPACE SHALL BE SEALED. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 Rafters having slopes greater than L/180 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION, TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R703.12 Adhered masonry veneer installation. ldhered masonry veneer shall comply with the requirements of Section R703.7.3. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. PER LINER f00T DEAD LOAD FOR ROOF FRAMING) 3:12 With no finished Ceiling attached FOLLOWING INFORMATION: F� 1. Minimum of 4 inches (102 mm) above the earth RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO t0 rafters 1, DEPTH, SLOPE (IF ANY), SPAN, AND SPACING, R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or plastic with a minimum THE DRYWALL, AIRTIGHT AND IC RATED. FLOORS: 40 PSF 2. LOCATION B ALL JOINTS. O vertical attachment flange of 3 '/Z inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate fine on exterior SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 3. REQUIRED BEARING WIDTHS. EXTERIORWALL FROM THE SHOWERS AND TUBS. UNINHABITABLE ATTIC W/0 STORAGE: 10 PSF 4.1. TOP CHORD WE LOAD . SNOW LOAD. � er, stud walls in accordance with Section R703.4. Floors and ceilings w/ brittle finish L/360 4.2. TOP CHORD DEAD LOAD. F'- R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting construction for the steel angle shall ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC WITH STORAGE: 20 PSF consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.3. BOTTOM CHORD DEALIVE LOAD. anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be 4.4. BOTTOM CHORD DEAD LOAD. M ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2 4 A Exterior walls with plaster or stucco finish L/180 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. 0 anchored b the use of two tOd nails at every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and ( ) 4.6.ADJCONUSTMENTS WIND LOADS. m � V y EXPOSURE CATEGORY: B FROM R301.2.1.4 / 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested Exterior Walls with brittle finishes L 180 d extending SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt 6. EACH REACTION FORCE AND DIRECTION. ❑ w Anchorage: Mason veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout an 9 in accordance with ASTM E 283 at 1.57 sf 75Pa pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the per Exterior Walls with flexible finishes L/180 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY O . R703.8.4 g Masonry P ( ) into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size= 22 US gage. Minimum tie housing and the interior wall or ceiling covering. from seismic provisions of code R301.2.2) LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. fastener = 8d common nail. Airspace= Nominal 1' between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and C402.4 (R402.4.6)Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings Lintels supporting masonry veneer L/600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. shall be spaced not more than 32" an center horizontally and 24 inches on center vertically. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPUCES. P4 R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at other paints of support., (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 10. DEFLECTION RATIO FOR WE AND TOTAL LOAD. including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. GM, and GC. 11. MAXIMUM AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Section N1103 (R403) 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. (n inch in diameter. Weepholes shall be located immediately above the flashing. Systems NOTE: Soils with clay or clay and silt will require a redesign � WOOD FLOOR TRUSS SPECIFICATIONS: Q �T'� R703.14.2 Fre Separation. Polypropylene siding shall not be installed on Halls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. of building footings. WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. F- M� feet (3048 mm) to a building on another lot. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling Exception: Walls perpendicular to the line used to determine the fire separation distance. the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include ABBREVIATIONS 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: U)D (EQUATION 16-8) r , the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall Z v R801.3 Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of water disposal from roofs programmed Y g P P 9 ( ) 9 P P A.B. ANCHOR BOLT + L (EQUATION 16-9) W that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainage system. initially be ro rammed b the manufacturer with a heatin temperature set point no higher than 70 F 21'C and a cooling temperature set point no lower D.S.DSDOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE 2 R802.1.5.4 Labeling each piece of Fre-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. than 78'F (26'C). A,F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT R.O. ROUGH OPENING N1103.2 R403.2 Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating stems shall ADJ. ADJACENT/ADJUSTABLE EACH LVR. LOWER R RISER D = DEAD LOAD, L = WE LOAD, R802.4.2 Framing details. Rafters shall be framed not more than 1 X inches (38 mm) offset from each other to ridge board or directly opposite from each other ( ) P PP Y 9 9 P P 9 sY A.F.T. ABOVE FINISH TREAD U collar tie. 802.3 Ride board shall be not fess than 1 inch 25 mm) nominal thickness and not less in depth than the cut end of the rafter. At have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. ALUM. ALUMINUM E.J. EXPANSION JOINT LT. LAUNDRY TUB RND ROUND FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: with a g ( ELEC. ELECTRICAL TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF � valleys and his there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the rafter. N1103.3 (R403.3) Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. ANCH. ANCHOR ELEV. ELEVATION MAS. MASONRY S.C. SAWCUT Y P Y Hi and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at that N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches (76.2 mm) in diameter and < ANGLE EQ. EQUAL MAT. MATERIAL SCHEMATIC P Y MAX. MAXIMUM SHLF SHELF TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF )./480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". point. Where the roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and ceiling greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a ARCH. ARCHITECTURAL EQUIP EQUIPMENT P ® AT MOO MEDIUM DENSITY OVERLAY SHT. SHEET TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE joists, such as ridge beams, hips and valleys, shall be designed as beams, with minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance Exception: Ducts or portions thereof located completely inside the building thermal envelope. EXP. EXPANSION MIN. MECHANICAL SIM. SIMILAR EXT. EXTERIOR STAINLESS STEEL FOLLOWING INFORMATION: accepted engineering practices. BD. BOARD MIN. MINIMUM S.S. 1. DEPTH, SPAN, AND SPACING. R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section M1601.4.1. BLDG. BUILDING EE. EACH END M.O. MASONRY OPENING SIL. STEEL 2. LOCATION OF ALL JOINTS. Exceptions: BM BEAM STRUCT. STRUCTURAL 3. REQUIRED BEARING WIDTHS. timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. BTM BOTTOM F/C FLOOR COVERING CHANGE MTL. METAL SUSP. SUSPENSION 4.1. TOP CHORD LNE LOAD OR SNOW LOAD. specifically considered. 4.2. TOP CHORD DEAD LOAD. ed on nominal dimensions shall be supported lateral) by solid 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SGD SLIDING GLASS DOOR R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 bas PP y continuous) welded joints and seams, and locking-type a oints and seams of other than the snap-lock and button-lock types. BRG. BEARING 4.3. BOTTOM CHORD LIVE LOAD. blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding Y 1 g-tyP I YP BRK BRICK EDN. FOUNDATION (NTS) NOT TO SCALE SQ• SQUARE 4.4. BOTTOM CHORD DEAD LOAD, n n r` `� N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. FLR. FLOOR TB TOWEL BAR 4.5, CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. c:; o r; ca N 8 feet. BSMT BASEMENT ' '- " noted on Ian. Connect with tecos for header N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 1OTF (41'C) or below 55'F (13'C) shall FIREPLACE R802.9 Trimmer joist: single header and trimmer for openings up to 4-0 and doubled over 4 0 unless otherwise p q- CENTER LINE O.C. ON CENTER T & G TONGUE AND GROVE 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. p � g F.R. FIRE RATED TOP OF GRADE SLAB 6. EACH REACTION FORCE AND DIRECTION. joist spans of 6'-0" and greater. be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shall be sized in C.M.U. CONCRETE MASONRY UNIT OPER. OPERATOR TGS TOP OF FOUNDATION WALL 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR ED(CEPT WHERE SYMMETRICALLY shall not block the free flow of air. Not less accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACOA Manual J C.J. CONTROL JOINT FTM FRAME OPNG. OPENING TYP LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, and insulation I be provided between the insulation cnd the roof sheathing and at the location of the vent. or other approved heating and cooling calculation methodologies. COL. COLUMN FOOT / FEET FTG FOOTING OPT. OPTIONAL T TREAD B. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. than a 1 inch space shall p 9 N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical CONC, CONCRETE O.S.B. ORIENTED STRAND BOARD TR TOWEL ROD 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. Section R807 Attic Access Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved COND. CONDITION GA. GAUGE OZ. OUNCE TRIPLE 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. CONT. CONTINUOUS CAM GALVANIZED TRPL 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 G.C. GENERAL CONTRACTOR 1/R ONE ROD inches (762 mm) or greater over an area of not less than 30 square feet (2.8m:). The vertical height shall be measured from the top of the ceiling CONST. CONSTRUCTION 1/g ONE SHELF U.N.O. UNLESS NOTED OTHERWISE 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. GEN. GENERAL PC ' DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING(ASSEMBLY, DRAFTSTOPS SHALL BE g Z Section N1104 (R404) Electrical Power and Lighting Systems C.O. CASED OPENING GYP- GYPSUM POURED CONCRETE VERT VERTICAL INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFfSTOPPING SHALL DIVIDE THE CONCEALED SPACE IN1T0 APPROXIMATELY EQUAL AREAS. (n a_ g framing members to the underside of the roof framing members. C.O. CASED OPENING CL The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 90 percent of the permanently installed lighting fixtures shall contain only CANT. CANTILEVER G.L. GLUE LAM PBD. PARTICLE BOARD VERIFY IN FIELD WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE z Z Z O z z N 9 P 9 accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). high-efficacy lamps. PL. PLATE V.I.F. Where the access is located in a ceiling, unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the C.T. CERAMIC TILE HGT. HEIGHT W WASHER FOLLOWING CIRCUMSTANCES: 9 CLG. CEILING PND. PANEL FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS O O O w access measured vertical) from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical a ui ment is HDWR. HARDWARE W/ WITH W W N j cn W a ~ q q p Section M1305 Appliance Access C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD WD WOOD MATERIALS: DRAFISTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. � � � w � � m m ca Y HD.WD. HARDWOOD PF. PREFABRICATED 7 CN located in attics. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without C.R. CHAIR RAIL W.W.F. WELDED WIRE FABRIC removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or HR. HOUR PR. PAIR WO OR W/O WALKOUT Section R902 Fire Classification replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to D DRYER HDR. HEADER PROJ. PROJECT / PROJECTED WNDW WINDOW m R 902.1 Roofin coverin materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, 8 or C roofing shall be installed in service an appliance. PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. TYPICAL ROOF & FLOOR TRUSS NOTES: N 9 9 DBL. DOUBLE PSF POUNDS PER SQ.FT. here the edge of the roof is less than 3 feet 914 mm from a lot line. Class A, B and C M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal DIA. DIAMETER I.D. INSIDE DIAMETER • jurisdictions designated by law as requiring their use or w g ( ) P.T. PRESSURE TREATED TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL N roofing required b this section to be listed shall be tested in accordance with UL 790 or STM E 108. of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and not more than 20 feet (6096 mm) long measured DIR. DIRECTION INGR. IN GROUND ANSI/ TPI q YQUAD. QUADRUPLE COMPLY WITH ANSI IPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. R 02.4 Rooftop mounted photovoltaic panel system. Rooftop mounted photovoltaic panel system installed on or above the roof covering shall be tested, listed and along the centerline of the passageway from the opening to the appliance. ON DOWN INSUL. INSULATION 9 P P P Y * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO identified with a fire classification in accordance with UL 2703. Class A. B or C photovoltaic panel system shall be installed in jurisdictions designated bylaw M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) DR. DOOR INT. INTERIOR REQ'D REQUIRED INSURE TIGHT FITTING JOINTS. I.S. INSIDE CORNER REF. REFER TO REFERENCE " TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. above the floor in garages. DW DISH WASHER RMS. ROOMS l_P 9 R 903.2.1 Exposed wall flashing required to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and DWG. DRAWLING JT. JOINT REINF. REINFORCING,REINFORCED METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALT ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE Z W LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY I r shield shall b<: installed per manufacturers specifications, to maintain product warranty. Carry down front of fascia, min 4 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and KSI KIPS PER SQUARE INCH S Y PRACTCE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR LLJ R 905.1.2 ty ice barrier/ Ovate s typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. higher. Ice protection requirements per table R301.2(1). Install ice Ac shield at all eaves, gable ends, hips & valleys. On roofs slopes less ' TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPUCED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTIERED DESIGN PROFESSIONAL a- � g P q p ' THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS O O m than 4:12, entire roof to receive ice & water shield. G2415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping is located less than 1 '/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 inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected by shield plates that BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. W w slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double cover the width of the pipe and the framing member and that extend not less than 4 inches (51 mm) to each side of the framing member. Where the Y framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member GRAPHIC SYMBOLS WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: � W v U underfayment application is required in accordance with Section R905.1.1. R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing member. gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches (305 mm) horizontally of - All general notes unless otherwise noted on plans or product specifications. Z roofing materials and not less than '/, inch 19.1 mm) into the roof sheathing. Where the roof sheathing is the vent terminal. Door stops or closures shall not be installed to obtain this clearance. STRUCTURAL CALL. REFERENCE - All applicable state & focal codes, ordinances and regulations if any. penetrate through the ro g ( W 4 s � through the sheathing. G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any �)( ® - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict W9 le less than /. Inch (19.1 mm) thick, the fasteners shall penetrate thr ug 9 door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground DETAIL REFERENCE compliance with manufacturer's specifications and / or recommendations. 0 W 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 inches 102 mm in height arid 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof level. }(X c' FLOOR FINISH CHANGE - General contractors and subcontractors to review these construction documents upon receipt from architect ❑ ( ) Ionto the roof or into the utter. Where siding is provided on The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening ``' and report any and all discrepancies including any dimensional conflicts, immediately to architect for or into the gutter. Where siding is provided on the vertical sidewall 9 9 P into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is g pp P P P corrective measures prior to construction. W provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be termination clearance. O DOOR HARDWARE TYPE - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. ui r � U provided in accordance with Section R703.7.2.2. The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches from any air opening into V 0 R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be the building. XX - - - XX BUILDING SECTION - The general notes and typical details apply throughout the job unless otherwise noted or shown. � overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than inch (6.4 mm) below the roof sheathing XX XX - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the ~ contractor, a discrepancy exists, the contractor shall promptly report it to the architect forproper } and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof Section G2439 (614) Clothes Dryer Exhaust <#}_ PARTITION TYPE p y p p y p � u.i deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems shall be independent of all u adjustment before proceeding with the work. - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their Z over the drip edge along eaves and under the drip edge along rake edges. other systems and shall convey the moisture and any products of combustion to the outside of the building. C� laces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust the construction document set.construction shall be of the same character as for similar conditions that are shown or noted elsewhere on ry fireplaces tico 1001.1 Mason and 4 of this code. duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturer's instructions. - All work is to be performed in a professional manner and in accordance with best practice and consistent 0 ,��R O ARC+ R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less with manufacturer's and suppliers recommended installation procedures. C) �5 g RTC y�j. than 3 feet above the highest: point where the chimney passes through the roof. Section P2607 Waterproofing of Openings P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed - The architect has not been retained to perform framing inspections and / or field inspection. The architect 4 ��o R�G0�Co� Section R1OD4 Factory-Built Fireplaces in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing 2Z,z R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. with respect to the construction documents. _ built fireplaces shall be tested in accordance with UL 127. PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONIS' , 8 NYCRR 69.5, ENTITLED U R 10004.5 Gasketed fireplace doors. A Basketed fireplace door shall not be installed on a factory built fireplace except where the fireplace 'SEALS', AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A 0 - 11 system has been specifically tested, listed and labeled for such use in accordance with UL 127. VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN AW WAY, R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. El g10 �O OF NES Energy Efficiency JO MBER N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with I numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam thickness and installed R-value shall be listed on certification provided by the insulation installer. W UNIT 5 7a: UNIT 5 8 Q SHEET NUMBER z " 2 ' (MODEL B- 2 ) (MODEL B - 1 1 5 (D """'"U) W I I 0 I - I . COPYRIGHT GRCH ARCHITECTURE P.C. 21017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, U) ^ ' CONNECT KING STUDS TO TOP PLATE I- W ROOF FRAMING WRAP 1-1/4"X22 6A.6ALV.COIL STRAP Z AATTAM TO EAat PAIR OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2xb E C6-w X it MR GF OPPp,My RAFTERS CRIPPLE 571105 8 OATTACH F APP TO EMH RAFTf R 2x AC-0 LEDGER W/2-3/8"x5" LAO DBL TOP PLATE 16"D.G. U m ROOF RA(11 R, BOLTS O I6"OG INTO STUDS �PLN' 2X BLOCKING p �-1 n 2 51MP50N STRONG-TIE AT 2 END BAYS Z �'/ s r A35® EVERY RR 2X4 STUD WALL OR _ GABLE END TRUSS 7 0 � � ' M CEILING J015T OR hV STRONEBAGKS :2L O rn ` SIMPSON STRONG 5M'50N STRONG - - TRL65 BOTTOM CHORD 51MP50N H2 CONNECTOR 0 FA. `� 4 � 1`n 1, ra SIMPSON 5TRON6-TIE H2 SD NAILS -1�115 hk SI a EV STRONG-TIE 8d NAILS TYP RDCM STRAPS 5tUY1 DE ATTMN®TO EACH PAIR GF OPPOSING RAFTERS. ALTERNATE TO RIDGE STRAP: H3 O EVERY RR RAFTER IO STUD AND KIN65 TYP. (pt(B'fION:RPEE STRAPS ARE NX RF5gW WHEN caLAR TES X PROVIDE 2X4 COLLAR TIE AT 04 (WHEN ALIGNED) "MAL DTA OR 2X4 UM M ARE LOL'ATW IN Tit IPPER TH11RD OF Tff UPPER THIRD OF THE ATTIC SPACE � .. 0 N } FOR USE WHEN STUD5 AND USE IIN CON�INAT1C�l ONLY WHEN 5=5 AND ATTIO SPADE AD ATTAM To MH PAR M RAFTERS W/4-IOd NALS IN 4-10d AT EACH RAFTER) GEACH 5-22 STRAP AT -RAFTERS AL16N 'RAF TERS DO NOT ALIGN DETAIL STUD,5> ER Z U C U)'v M L5U26 FOR 2x6 R LW25 FOR 2x8,2x10,OR 2x12 c U Wo � � FRAMED OPENI ❑ U = n N o0 �F WINDONIOR C) �RI DGS STRAP DETAIL / -RID C E STRAP DETAIL SIMP50N 5TRON6-TIE 2x4 OR 2x 1 °R DOOR �nn CL (WITH OR WITHOUT COLLAR TIES) LU25 O EVERY CJ 51`105® Ib O.G. V (FOR CATH.GL65 WITHOUT COLLAR TIES) / 7;2x AGQ LEDGER W/3/8"x5" LA6 NO SPECIAL FT = CONNECTORS REQ a r 2 N.TS. LOCATE AT EV1=RY RAFTER / N.Ts. LOCATE AT EVERY RAFTER BOLT® I6"oG INTO STUDS a 22 6A. I3✓P I15r. STRaJG / CAW_ISEE DETAIL 4/DL ALL 5TRAPPIN6 IN THIS AREA 5M'5%STRONG TE ITS -re� // FORGH END HALL TO BEAR A MIN.OF 10 ON FRAMING. SM'ZN STRONG Sp NAILS T1'P.g IOD MAY IE Ik'FD r APFLED FOI GH ROOF -TIE 1110AI OR 1tI05 o�R v2"51fATt1N6 t> . // I O STRAPP I NC DETAIL I I 11�TYP DETAIL AT ATTI G FOR USE WHEN STUDS AND USE IN COMBINATION ONLY VV1•IETI STU05 AND � Z FOR IL RS ALIGN -RAFTERS DO NOT AL16N N.TS. O �NT STRAPPING TO RUN ONTO RIM J015T,SEE '1, (I h- DETAIL q/DI(ONE STORY)OR ONTO 5TU0 AT WALL BELOW MV STORY) ROOF RAFTER HURRI GANE TIES _ • • • •� Z I NTS, UXATED AT EVERY ROOF RAFTER ` ATTIG G O \ STRAPP I NO DETAIL � • 5M'SaV PaSr cw GfQ3-4, 12 AOR FRAME GONNBGTI ONS 0 Ln ° U5E�"4 AT B•D5 DI N.T5. O 2ND FLOOR PRE-W R (2)2x a 3 a Z 4-I6d FRGS NAILS FROM PROVIDE 3 X%,X3 WASHER PLATE AT ALL ANCHOR BOLTS KIN&51`10 INTO HEADER ❑ / MSTO4863 SITZAP 4x 5EGURED BY WOOD 51LL PLATES. COLUMN POST TOP ANGHOR PRE-ter' 51MP50N PAB OR 5B ANCHOR BOLT5 MAY BE USED IN LIEU OF STRAP START NAILS THREADED ROD W/WA5HER PLATE. �--tTD 1J3J6TH // N.TS. LOCATE AT EVERY COLUMN/6tRDI=R CONNECTION H�/2 STAID PROVIDE 3"X6'XA36'6ALV.STEEL PLATE W/ MN Of b-80 NAILS AT CORNERS AND INTERSECTING F� NAlS WALLS. 3'X12"X 036'6ALV.STIR PLATE VU 51MPSON LSTAI2 STRAP W/ (4)NAILS MMM i i 1 -`\ 12-eV NAILS AT AT BUTT JOINTS IN STRA16HT F--i t1"L13J6TH(TYP.) l l ---iJ9 NAILS WALLS WFERE THERE 51N6LE PLATE OR FADER 5-I00 NAILS EACH END AT GLEM�� 2X6 KING STUDS(UPN), EACH JACK 51IV LJ3J6Tfi ) BEAMjJL5 " a 24"MINIMUM LAP SPLICE ONE AT SPANS LIP TO b FEET R FOR SPANS PAN1b TO Ib FEET 2X6 JACK 51`105 N.O.N): TWO FOR SPANS 61`012 FEET 5/8 P A301 ROD THREADED 6 BOTH ENDS. O �+ PROVIDE MM EPD BOTTOM PRE-CRM 3/4'AND I'ROD AT 51MP50N STEEL STRONG WALL,SEE PLANS 12-160 MIN.NAII5 ONE AT 5PAN5<b �• T , DISrWt GF 7/8 IST FLOOR AT ALL SPLICES w TWO AT 5PA%FROM V TO 12' L~l l �-- l3D LBJGTH NAILS THREE AT SPANS>12' U r MR -I 51MFWN POST BASE / N 2'X3/8"X3"WASHER PL W/MIT EACH 510E 11NLE55 NOTED OTHERWISE ON PLAN Q I AB1144 OR ABu66,SEE PLAN UPPER STORY SHEAR Ln (r om a -65 22 COIL STRAP I ( 1 HALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL @ EXTERIOR WALL ❑ W FLO OR TO TOL00R T) S I I l BELOH GONNEGTION _ FOR 5ET BACK HALL5 HDU HOLD-DOWN5 AND 5TRONG WALL DOUBLE TOP HALL PLATE 5PLIGE DETAIL HEADER GONNEGTION 4 AT EVERY STUD I \ 1/2V HOOKED ANCHOR BOLT K/T LOCATED MINIMUM EMBED'' T OR EXPANSION I✓ i I I -,,-,,FOUNDATION N.T.S. I NTS. N.TS. N.TS. NOTE I BOLT W/5'MINIMUM Eh18EDhSNT � U OOL STRAPS LNX R 010TIft FROM Sd CNAON(0.191 x 25 ADHD)NAILS. \ 60L STRAP'OVER ffATHM PROVDE:I0d 6OAMION(0.131 x 9 LONG)NALS. ( \\ \ GOMPOST BOTTOM ANGHOR Q \ OKT-5-�:ATE ALLOWABLE HOLES - U) AT EVERY GOIaIMW 61RDER GONNEGTION I ttArret ANTS 8D NAIL®b'0/G AT ALL PANEL E06B a U TO KAT VKIV" IbD NAIL® 24 0/6 LVL Headers and Beams Z \ M�wfc�TT'µ' HIP RAFTER, 160 NAIL 0 24 0/C 7f�'058 OR PLYWOOD W luaa 51MP50N HGP HIP 5EE PLAN SHEATHING Microilam® LVL INTERIOR 1.3E TimberStrand® and � (�NAILS MMM CORNER TIE LSL hole zone Parahole Illaome PSL 2 x diameter of the hn largest hole(minimum) Y3 depth 0 NOTE:WHERE 24'WIDE M!INIMJM FULL W16K I N"LMTH(TM WALL RETURN 15 PROVIDED AT ENDS OF BRACED WALL LINE THE e"HOLOOWN MAY I • BE Ei.IMINATEP. PROVIDE TWO(OPE AT EACH 1314'MRLN11H9 �"L8J6Tn ) ```'J o o AT ALL PANEL E06E5 d SIDE)GS-22 STRAPS PER DETAIL 4 IN LIEU OF I SIMPSON BP WA91ER INTERIOR - LSTA3b 5TRAP5 5HOWN IN THE DETAIL. NAIL SFEATHIN6 TO I SILL PLATE Hu ea 1 2x ACG SILL PLATE. DOUBLE o EXTERIOR GYPSUM BOARD NAILS a 4'0/6 SILL AT FULL BASEMENTS 5/8 DIA.STEEL ANCHOR SD NAIL O 12'0/C AT ALL Mi Param® LVL and J 7'MINIMUM BOLTS MAX 2',6"O G. - - - - - 2x 1'MT VALLEY T MINI NUM EXTEND BOLTS MIN..0 INTO CS-22 COIL STRAP �To RATER MEMBERS NOT AT PANEL F06E5 allowed PSL allowed hole zone FON.WITH T16HTENM UK t middle Y3 span 3"x 3'WASHER TO EACH BOLT. (2)2 x b MQ SIMPSON LTP4 PLATT=NALEP TO 15/32"05B OR #4 CONTINUOUS BAR PROVIDE TERMITE SHIELD SILL SILL PLATE �" ' IN51DE CORNER OUTSIDE CORNER L5TA36 W/10-10d NAILS 5EAL AND MAINTAIN 8'MIN. RIM AND SILL RATE®Wb/O AT Eutl BOATER Y� PLYWOOD SHEATHING ----- d 1.3E TimberStrand® LSL allowed hole zone � d INTO STUD ABOVE AND LOCATED 2'TO 6' PLAN VIEW PLAN VIEW ai 6 � ui FROM TOP OF WALL FROM 70 FINISHED GRADE VN LEY WIc NfBL'Li9. NAL A�I'�rrd.E Baa wrcN.l. General Notes Q N N N M � � N �; Toll- (2 FA6H CORNER) NOTEsILS EXTR I OR HALL TOP Gb /1i7 /1� Gp o N N Cl) M (O r Tall=2,9801: COIL STRAPS UDDER 5HFATHINl6 PROVIDE:8d COMMON(0.131 x 23'LONG)NAILS.COIL EXTERIOR GORNE� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded SEE FOUNDATION PLAN STRAPS OVER 5HEATHING PROVIDE.Lod COMMON(0.131 x 3'LANG)NNI-5. LAY-OVER OR FALSE: GALLEY DEPTH HOLE SIZE headers and beams only. NGI--AOR 1301T STUD TO RIM JOIST TO SILL PLATE ST�R,4PP1 NC DETAIL ALT �i ' CONNECTION WALL PRAM'NC a3�8' • Round holes only 5y" 1318° • No holes in cantilevers. �nc�,155TIOIRYY GOPHER GONNEGTORS 8 TYPiGA - 7Ya'to20" 2" • No holes in headers or beams in plank orientation.VN . LOCATED AT EVERY CORNE=R N.T.S. LOCATION AS NOTED a N.T.S. LOCATE AT EVERY STUD N.TS. xT5 N.T.S. N.T.S. DO$OTheaders except as See illustration for Allowed Hole Zone cut,notch or drill hole In Cn Indicated in Illustrations Z Z and tables. N 0.66 Z g DfRM11ON OF A BUILDING. BW-'S SHALL_NOT BE SPACED EXIM ED STRAP AD WNL 01EATMN6 N IN EACH F1 AND WALL eO 0 0 0 Q O O a w A MINIMUM OF 11AO BRACED WALL LINK(gW.)A32E'REGrA11RB7 I I MORE THAN 60 FT APART. WALLS WTHIN A BNL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FPOM A BW., 93 LOCATIONS,ARE NOTE: To TOP cr Pow w/LL r u5�-�I I NOTES To TOP 6r PONY WNL r Usti�I Lu ¢ � INVICATEE)ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX POM(WALL MAY BE � W W W m Cb U • SMS0N M 11(.1. "AT C64O P DRAGS A BRACED WALL PANEL(BWP)SHALL BE61N WITHIN 10 FEET OF EAC44 END OF A BW_ THE DISTANCE 6ETW9EN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER WNL 13.0 PA8.5 M A)IDU A5 RFL�TIMED ED6E5 OF 5WIS SHALL NOT BE 6REATEJR THAN2019MI THERE SHALL BE A MINIMUM OF THO BNP ON EACH 8W.EWAFT AT AT W.VM WALL PETALS G AND D. WALLS<16 FEET LONG MAY HAVE OPE 460 OR LON6152 BW°. BWPS ARE TYPICALLY C5-W5P SHEATHED BRACED WALL PANELS 3 I/2"WIDE LVA.HEADER OF PL.AW N ® (TYPE A)OR 6YP5UM BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BHP TYPES A • ® S-IU�MALS AT DTT1z GONTiN1ou5 ro our510E of PANJEI. ®I AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS,OR ADDITIONAL CONTRIBLMN6 LEN6TH OF BW 15 REQUIRED. BW TYPES ARE INDICATED ON FLOOR PLANS. L\ -318'0 THREADED ROD _Z Z v J ® G5-W5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE Al SHALL MEET NOTE,WHLRE 24'WIDE MINIMUM FML HEIGHT THE MINIMUM LEN6 OF TABLE-R602.105. NAIL V MINIMUM WALL CONTINUOUS'IVa"MIN DEEP HEADER TO GONTINLUOUS I<V4 MIN DEEP HEADER TO � PANE We WALL RETURN t5 PROVIDED AT ENDS OF 5HFATHIN&WTH bd NAILS O 600/0(ED6E5)AND 1280/0(FIELD)AND PROVIDE 2X OUTSIDE KING STUD(SEE PLAN) OUTSIDE KING STUD(SEE X V GS-WSP TIM 15 WALL ED THE NOOK BLOCKING AT ALL UNSUPPORTED PANEL ED6ES. PROVIDE 800 POUND HOLD" FASTEN J'5HEATHIN6 TO HEADER VV � oNAIFASTEN S'310/6%EATIN C HEADER VN Z HIOLDOWN MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRA ED WALL LINES THAT DO NOT HAVE 8D NAItS o 3'O/G IN EACH DIRECTION 8D NAILS a 3•olc M EACH DIRECTION CD W EITHER A 24°MINIMUM FULL HE16W WALL RETURN OR A 48'MINIMUM BNP. SIMPSON L.5TA24 STRAP ON BOTH 510E5 AND SINfl'SONI L5TA24 STRAP ON UNSHEATHED U TRIM TOP OF PANdi A5 REQ D EACH OF HEADER TO JACK STUD W/16-100 NAL5 � FACE VV Ib IOD NAILS � TABLE RbO2.105 MINIMUM LENGTH REQUIREMENT5 OF G5-W5P _ 6-1/4'SD5 5GRElN O W CANTINJOU51_Y SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER W/2 z FASTEN TOP PLATE TO HEADER W/2 L J Co ROW5 OF Abd NAILS 6 3b/0 ROY6 OF Abd NAILS a 310/6 WALL MIN PANEL BOTH SIDES((STRAPS PER PANEIU � � Y WALL AJACENT CLEAR MINIMUM LENGTH OF HE16HT(FT) WIDTH'L' W W HEIGHT(FT) OPNG HEIGHT BRACED WALL PANEL PANE.SHALL WAVE A LEN6TH'L'OF NOT PANEL SHALL HAVE A LENGTH'L'OF NOT b 288 U p -SIMPSON CM COUPLER NUT <b4' 241 LLQ THAN D FOR 8 FT 10 FT 'FOR 9 LESSFIRS THAN R FOR ONE STORY AND 24'FOR q 32" 51tM'50N 5W6B STRONB-WA1.L SB Z b b4'TO boll 32' FT WAIL,AND UA1 FORA 10 FT WNL SEE SEEP FLOOR OF TWO STORY AJ'Pl IGATION. 80"TO q6' 36"" " a X PLAN FOR ACTUAL LENGTH q 51`3:PLAN FOR ACTUAL LRJ6TH � 10 38" PANEL,VERIFY PANEL 15 PLUMB � <64" 21' GYPSUM BOAfZD 68 BRACED WALL PANELS(TYPE B)SHALL BE Q - - xx 12 42 NOTE.DETAIL APPLIES TO W 4 ANCHOR BOLT OR 9 64"TO DO' 308 4$'MINIMUM IN L.B46M ON BOTH SIDES OF WALL PEIR TABLE � Q r ADHESIVE ANCHOR 60'TO q6' 41" F- (2)JACK STUDS MIN.OR PER PLAN H- (2)JACK STUDS MIN.OR PER PLAN BOTH ENDS OF HERDER Q 8602.105. SEGIiREXs 6YPSW BOARD WTH 6d COOLER NAILS, 1 DgII5'X IYb'6YP5UM BD NAILS,OR.0888 X�'ANNLLAR RIN6® p H IO b4"TO 60' 30" NAILS O'180/G AW6E5)AIS 180/G(FIELD). BLOCKING IS NOT u ❑ r e 80"TO q6" 38' IT WIRED AT LM PPORTED PANEL ED6E5 W�1 PANES ARE BLOGKING AT PANEL ED6E5 ° BLOCKING AT PANEL 13D6E5 (V INSTALLED HORIZONTALLY. PROVIDE JOIST OR Tt�OR FULL *Partial credit for Panels 36"to 48"wide Per R602.10.52 HE16HT BLOCKING DIRECTLY ABOVE AND BE-04 TYPE B WALLS. ONE JACK AND KING STUDS ONE JACK AND KIN&STUDS BLOGKIN6 AT PANEL E06E5 °L"o QUAD TCS -j 9 TYPICAL HOEDOWN. DETAIL AT CONTINUOUSLY SHEATHED WOOD FASTEN VI6"SHEATHflN6TOEACH STUD FASTEN'IAWSHEATHINSTOEACHSTUD TWOKIM65TUD5 0 1=�RAMED FLOOR A STUCTURAL PANEL "CS-WSP" -TYPE A GYPSUM BOARD "GB" -TYPE B AND 51LL eD coMMON NA1L5 0 3'olG AND BILL w/eV COMMON NAILS 0 3'oiG A R FASTEN Tnb"SHEATHIN6 TO STUD NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND N HI wA ed NAILS o 4'olc W PORTAL DETAIL"A°ONLY APPLIES SIMPSON HDU5 HOLD"W I4 /4'SD5 SIMP50N HDU2 HOLD"WA b V4' Z V e� Q a TO 2 FT TO 16 FT WIDE OPENIN65. 5 Lr E QRp gTUp 505 SGREP6 IF NO FLOOR ABOVE. 0 O 0 cn N.TS. TABLE 602.10.3(0 BRAGIN6 REQUIREMENT5 BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO FDIP4 FIOlDOH81 PANEL TO 511`DIRECTLY TI TOP OF WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-1/74P ANCHOR BOLT OR EXPAN51ON SGREVIS IF FLOOR ABOVE. GONIGRETE FOIINDATiON WALL 6IMP"DTTIZ ItGI.D1'NVNI AT 66-W DRAaV WALL HEIGHTS,AND 2 BRAGED WALL LINES BOLT WITH 2'X2'X$(r,'PL WASHER I/2'�ANCHOR OR EXPANSION BOLT W FRED A ADJUSTMENT STORY CONDITION ADJUSTMENT OVER 2-I/2'0 ANCHOR OR EXPANSION BOLT (� �( RC WALL END PA85(TYPE A)111 AS IR5q D CONT BASED ON 5UPPORTIN& FACTOR #4 BAR CONT IN TOP OF CONCRETE •3 TIE ��5 ERT Cyd y�j ®� AT DRAT P WALL PETALS G APD D. BAR DONT M TOP CONCRETE STORY BWL SPACING METHOD 6B FOUNDATION ® SHE:ATHING EXPOSURE GATT=GORY ONE STORY G 1.2 FOUNDATION FOUNDATION Q ��GA �� G� �� ® S-IOD NALS AT PTTIZ TOP 10' 25' 5,5' EXP05l1RE CATEGORY ONE STORY D 15 IH4 BAR CANT IN TOP AND BOTTOM ® EXPOSURE CATEGORY TWO STORY G 1.3 PA85-18 ANCHOR BOLT OR�/e'THREADED OF CONCRETE FOUNDATION 51MP50N 58'1/8X24 OR PABT-IB ANCHOR W � 14 EXPOSURE CATEGORY TWO STORY D Ib EXTEND WALL SHEATHIN6 OVER RIM J015T ROD W/KA5HER PLATE,SEE DETAIL 15/01 PA05-18 ANCHOR BOLT OR Ve 13OLT OR Ye"THREADED ROD, S e' TOP 20 5.0 10.0 5EE DETAIL 15/01 U OVER ROD hl/WASHY RATE, DETAIL 15/01 TOP 30' 10 14 rj, ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL EDGE FR ED WALL PORTAL DETAIL"B'ONLY APPLIES TO 6 FT TO IS FT WIDE OPENIN65. U) N k ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR " PANEL HAS GONTRIBIITINl6 LENGTH OF 46"TOWARDS R602.10.3(U MINIMUM lJ=METH WAdl.TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS 51MP50N STRONG-WALL REQUIRES EN6HN�RED DE516N TO TOP 40' q.0' 185 ROOF SAYE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REQHIIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. WALT-TO BE CANTRIBUTIN6 LENGTH OF 48"TOWARDS Rbo2.10.3(U MINIMUM LENGTH To DETERMINE PANEL SIZE AND ANCHOR BOLTS FOR 0238113 Q ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 ilr.�ON MT FLOOR APR YATION ONLY. REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL.LIMES, ACTUAL HORIZONTAL DE516N WIND LOAD AND CONDITION �OF A, TOP 50' 11.0' 23.0' ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT I.I i v t�1 Roof-SAVE TO RIDGE ROOF+2 FLOOR 20 FT NP SIMPSON STRONG WALL TOP bo' I3.o' 275' HALL HEIS ANY STORY 6 FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" 3/5V ANCHOR BOLT OR WALL HEIGHT ANY STORY q FT OAS, DETAIL - TYPE F 016023 ADH�VE ANCHOR BOTTOM OF 2 io 5.0 105 WALL HEI&HT ANY STORY 11 FT 1.05 C FRAME "CS-PF" DETAIL - TYPE C "AFH" DETAIL - TYPED DETAIL - TYPE E , WALL HEIGHT ANY STORY 12 FT 1.1 NOT TO SCALE PER FIGURE 8602.10.6.3 NOT TO SCALE PER ENGINEERED METHOD W BOTTOM OF 2 20 q.0 Iq.O D NOT TO SCALE PER FIGURE 8602.10.6.2 NOT TO SCALE PER FIGURE 8602.10.6.1 To% ,'n: a •.o : N OF BFL PER PLAN DIRECTION AT STORY 3 1.3 'o$ti BOTTOM OF 2 30' 13.0' 275 NM3ER OF BVL PER PLANE DIRECTION AT STORY 4 1.45 loom SHEET NUMBER BOTTOM OF 2 40' I?A' 36.0' UMBER OF BN.PER PIAN DIRECTION AT STORY 5 OR MORE Ib GYP BD FINISH OMITED FROM INSIDE FACE OF BW 1.4 WALL PANEL DETAILS HOLDOWN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TOENINMETHOD GS- AN ONLY (-21-�BRACED UNIT 5 7 (MODEL B- 2 UNIT 5 8 (MODEL B- l 15 ) coGYP BD FASTENING ANY STORY 4"O/G O.l ) 20 BOTTOM OF 2 60' 25.0' 52.5' APPLIE5 TO METHOD 68 ONLY D 1 NOT TO SCALE W N.TS. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED HATCHED AREA CL 2 HR SEPERATION INDICATES LOCATION Z W WALL PER UL#33b BZ 5 OFFAFIRE RATED t 10'-0"HIP WIDTH � � E 4'-0" 4'-0" FROM CENTER OF = 8 FIREWALL-EACH SIDE RIDGES TO AL16NU MO VENTING) (NO VENTING) Gp I RIDGE PENT �•/ Z ^ , ORIDGE VENT m 4—d :3 in •r." Ib`AZEK TRIM BOARD o } BI-5 'AZEK RAKE BD W/ F- 2 Z "AZEK TRIM(TYP) GUTTERS d LEADERS Z i o.U rn q(— LANK HORIZONTAL ALL GUTTERS d LEADERS SHALL 13E BAKED Q w c chi I2 12 12 12 12 12 12 I q WHITE ALUMINUM .032"MIN.GAUGE,GUTTERS V � G / DING SHALL BE 5"SEAMLESS,O.G.STYLE W/ALL ❑ _ r` w GUfI ER5 rf LEADERS 6"AZEK TRIM BOARD �g// RELATED k REQUIRED AGGE55ORIE5. I FADERS V co ALL 6UTTERS d I FADERS SHALL BE BAKED I2 GC WINDOW CO WHITE ALUMINUM.032"MIN.6AUii GUTTERS ANK HORIZONTAL - SHALL BE MIN.2"x3",.021"GAUGE W/CLIPS I SHALL BE 5"SEAMLESS,0.6.STYLE W/ALL HAT ANCHORS. CAULK d SEAL ALL JOINTS. PITCH CLAP SIDING N_ GUTTERS MIN. 1/8"/FT.PROVIDE P.Y.G. a RELATED 3 REQUIRED ACCESSORIES. LEADERS 8" S" 8" g' RECEPTORS 5"ABOVE GRADE TO RECEIVE SHALL BE MIN.2"x3",.021"GAUGE W/CLIPS I"x 8"AZEK RAKE BD W/ OH. 'OH." OH." +/- I I 12 12 +/- I I LEADERS(CLOSED GAP DESIGN). ANCHORS. CAULK d SEAL ALL JOINTS. PITCH I2 244b GUTTERS MIN. I/8"/FT.PROVIDE P.YG. I"x 3"AZEK TRIM(TYP) 6"DIA6.AZEK / RECEPTORS 8I ABOVE GRADE P. RECEIVE F Fw q 0 4 12 12 . TRIM BOARD ' X 4'-b" +/= I"AZEK SHEETIN6 LEADERS(GLOSED GAP DE516N). I2 'r--=4�.- j' 2040 2040 b"HIGH BLIND DH b"HIGH BLIND o Z FLASHING — — — — — / Lu 0 FLASHING I FIN, 2 - — — — — — — — ALIGN 1x8 FASGIA BD. — — — _ — — — � ��- —� q _ _ DINING AREA � if - FASCIAS I'-o" PLATE HT. � M.BEDROOM _ � 6 6 OH. Z PLATE HT. x8 FASCIA BD. OH � OH -0 I.� GLOSET�- O n PLATE HT. 4�--�, 21-01' / I I 0 12 LINE OF ROOF - - OH.OH. / // I' i i W Ln 9 T-7 TT7T= TRU55 BEYOND u NOTE W: -- - u- ��u u u u uu z Z C� PVG SHUTTERS WITH FIXED ! — ® L-IFFIF11 II a (3) 2x8 P.T. GIRDER a HINGES. WIDTH OF — = I I 10 AZEK ` ❑ „ BEYOND p SHUTTER TO BE HALF = cy i i FRIEZE BD. 4 o WIDTH OF WINDOW. Q / I I Ix12 AZEK 0 Ixb FASGIA BOARD �0 4 i i TRIM COLUMN®COVERED—= - _- _ ~ I I LUMN®COVERED PORCH BEYOt� i i PORCH BEYOND 5IMP50N LU52b-3 FACE FIN. I_5T FLOOR_ _ i - / - 1wkI I FIN. 1ST FLOOR O $ - I I MOUNT HANGER r'"n" l ' ELEV.+0'-0" _ — — — — — — — — — — — —— — — — — — — — / — — — — — — — — — — — — — — — — — — — — (3) 2x12 P.T. 61RDER BEYOND - H LLI - - - - - - - - -T -I - - -I I i I I I IT I I I I `/ m l I I ALL 511EF0S IM I I HATCHED AREA I I I I I I p I�I� I_o„ Ix AZEK TRIM BOARD OVER I I OF FIRE RATED ROOF +>' I I 61RDER5 (TYP) V iu k11--iOH. I I I I I I I 51MP50N BG52-3/b P05T WALL SHEATHING,4'-0" ❑ �,.j.� O FROM CENTER OF I I I I I I 4 GAP ANCHOR i i ( I FIREIWALL-EACH 51DE I( I I I I I l 0 10 SQUARE H64 G PERMA GAST I L J � COLUMN#4052 W/SQUARE FLAT GAP d BASE (OR EQUAL) I I 4" 2'-0" i 4 CORNER COLUMN TO BE I CL 2 HR SEPERATION - PROVIDED W/SPLIT KIT BASEMENT I I I I I WALL PER UL#336 I I I I I _ BASE_MENT ~ — — — — — — — — — — — — — — — — — — — — —I �— — — — —11— — — — — — — — — — — — — — —— — — — — — — — ——II— — — — — — — — — — — — — — — — — — — — — — — — 6x6 P.T. P05TWITH5lMP50N —I - - - - - - - - - - - - - - -- -I —� - U ABUbb POST BASE (TYP - ALL Z COLUMNS) UNIT 58 ( 15 ' PORCH) UNIT 5 7 A FONT ELEVATION o TYP. REAR COV. PORCH DETAIL I MODEL B- 1 (INKOR)ERTRA7) 62.5 MODEL B-2 (MAGNOLIA) „ _ 3/4"=1'-0" B2-I I/4 - 11-00 p A 2 HR SEPERATION WALL PER UL#336 B2-5 4'-0" 4'- TYPICAL ROOFING: (NO VENTING) (NO VENTING) ARCHITECTURAL SHINGLES 15# HATCHED AREA INDICATES LOCATION OF FELT UNDERLAYMENT FIRE RATED ROOF WALL SHEATHING,4'-0" Q N N N M � ci to RIDGE VENT I RIDGES TO ALIGN FROM(ENTER OF FIREWALL-EACH SIDE tV fV fM M CO 5/8" PLYWOOD SHEATHING RIDGE VENT HARDIPLANK HORIZONTAL GLAD f"x 8"AZEK RAKE BD W/ SIDING 12"x IS"VINYL I"x 3"AZEK TRIM LOUVERED VENT b"AZEK TRIM TYPICAL ROOFING: 12 ARCHITECTURAL z co -I q SHINGLES 15# FELT b"AZEK TRIM BOARD 12 b"H16H BLIND UNDERLAYMENT Tri z cn cn N a q FLASH 5/5" PLYWOOD CIL o 0 0 ° o o Z w 12 - TT SHEATHING > > ; w > a I"x 5"AZEK RAKE BD W/ q i"x 3"AZEK TRIM(TYP)—� // 12'-0"STEP w m v NOTE: / GEIL.BEYOND ROOF TRU55 DESIGNER TO / N Y " ADJUST HEEL HEIGHT FOR ( 12 ROOF® COVERED b TRIM BOARD--1 \ 12 ROOFS TO BE FLUSH q ----\ PORCH BEYOND q / 10'-10" q I $ b"HIGH BLIND—�\ ' 2 6"HIGH BLIND LINE OF HIGH � B2-I Q FLASHING — - - - - - - - ,\ F- Z INII _ PORCH — - GREAT��T L II B I'-0" / / / — — — — — — — — — — — — — — — - PLATE HT. O m l D --- - - - W O w OR I I I I I I I I I � © U LLI u� W H W ii ii ii p � o 62-1 I I I I I I I I I I I I I I I I ---- -- - - i � F- I I I I I I � � o rs i i i a Lu i i 18 0" BI7., T I I W u I6 4 13 1, HIPTH I I - I - Q a- - II II II � � ii ii ii ❑ W II II II p O , II I II b"AZEK TRIM I I I I I I I I I I I I _ C, I I I I I I I I I I I I I I I I I � F- C7 444� ALL SIDES0 CID / ~ } Q i i 2020 NYSRG- 8312.2.1 w II II I Q FIN. IST FLOOR i i i i I i _ i i i _ i i _ _FIN.15T FLOOR IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN Z - 1 2020 NYSRG- 62427.8 (503.5) OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" U o oco ELEV.+O'-0" i / / / / - - - - - - I Ir--_-_----_-1 I I r=== _-=�I I VENTING 5Y5TEM TERMINATION LOCATION: ABOVE THE FINISHED FLOOR AND GREATER THAN 12"ABOVE W - - - - - - - - - THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE I prr I I THE VENT TERMINAL of A DIRECT VENT APPLIANCE WITH AN EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL p ED Ali 6" AZEK TRIM I I Ilu a ul I I til II Iill I I " INPUT OF 10,000 BTU PER HOUR(3KW OR LE55 SHALL BE _U yi bxb P.T.P05T WITH 51MP50N I II II II I I HALL BEYOND b AZEK TRIM 1 I i I I b AZEK 1(Rlf}1 ALL SIDES I I " COMPLY WITH ONE OF THE FOLLOWING: �5 ERT�y J ALL SIDES I IIII II IIII 1111 II IIII I LOCATED AT LEAST 6 FROM ANY AIR OPENING INTO A *OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE < BC52-3/6 P05T GAP ANCHOR d III I I ALL SIDES III i IIII I I I I I i bxb P.T.P05T WITH BUILDING AND SUCH AN APPLIANCE WITH AN INPUT OVER 10,000 Q <v I I I I pll II IIII I IIII II IIII 1 I TO PA55 THROUGH THE OPENING IN ITS LARGEST OPENED � y� 51MP50N ABU66 P05T BASE(TYP- II II II I I 5IMP50N BG52-3/b BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE I p I I I I III 6RE55 III I I I 10 5ouARd HB DERMA CAST I I I POSITION. W I ALL COLUMNS) I I I pll E6RC-59 IIII IIII INDOW lul I P05T GAP ANCHOR d INSTALLED WITH A q INCH PENT TERMINATION CLEARANCE,AND . p WINDOW ( I I I I COLUMN I#4p3E2 W/SQUARE I I I o FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 = II II L=____i=__JJI I 51MPSON ABU66 AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR CU o I I ILL_=J�__=JJ LI_________IJ I I FLAT G P BASE (OR EQUAL) I I I POST BASE(TVP- SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO 10 SQUARE HB4 G PERMA GAST I I 9 I LI_---_--__IJ I I - GOR R�,OLUMN TO BE RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO UMN #4052 W/SQUARE I I FDI I I I 9 I PROVIDED rW/SPLIT KIT I ( I �COLAS) IN INTAKE NSHALL BE LOCATED AT LEAST 120ABOVEGRADE. AIR FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING ❑ 0 23810��0� FLAT GAP 4 BASE (OR EQUAL) I ( �� I I I I I AREA OF THE WINDOW UNIT TO LE55 THAN 5.1 SQUARE FEET. - CORNER GOLUMN TO BE I I 1�2 HR SEPERATION I I I I I I F N E PROVIDED W/5PLIT KIT I I I WALL PER UL#336 I I I I I I i BASEMENT, Jo UMBER BASEMENT _ - - - -�-- -- - -- - -- - -- - -- - - -- _ __ _ _- _ _�- _ _- _ __ _ _- _ - _ _ _ - _ - - _ - _ - - _ --�,- � _ _ - 2016023 L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -IJ- - - - - - - - - - - - - - - - - - - - - - - - - - - --I- - - -� I W ' UNIT 5 7 UNIT 5 8CLUSTER = SHEET NUMBER I 7 UNIT 58 ( 15 PORCH) DUET UNIT 5 B 2 AREAR � � TION Z MODEL B-2 (MAGNOLIA) 62-5 MODEL B- 1 GNINI6BERRY) _ (MODEL B- 2 ) (MODEL B- 1 15 ) ELEVATIONS W I/4 I -0 p COPYRIGHT GRCH ARCHITECTURE P.C., 2017: ALL RIGHTS RESERVED ASPHALT ROOF SHIN6LE5 Z W' RIDGE VENT w E U r N o I2 LINE OF ROOF PLYWOOD SFEATHING / V � ani BEYOND 0 MASTER / Z w A RID6E VENT BEDROOM 15 ROOFING FELT PAPER �, U INSTALL ICE 4 MATER SHIELD PER / ■ MANIFACTURERS SPECS.TO ROOF FRAMING U e- INSTALL ICE +E WATER SHIELD Of o N} MAINTAIN FRODUGT WARRANTY. / PER MANUFACTURERS CARRY DOWN FRONT OF FASCIA- / � N Z,.-OHM SPECIFICATIONS TO MAINTAIN MIN 4'TYPICAL Z U .B cd Lo / L Q� p f{ PRODUCT WARRANTY Q x M RIDGE VENT 0.40 ALUMINUM DRIP EDGE U Q W ca monjE VENT 12 NOTE: CAP / U ti u, w 12 (+/-� APPLY ICE d WATER SHIELD IN ❑ M 12 FAIR WEATHER WHEN THE AIR, ETrER ROOF DECK AND MEMBRANE / RIDGE VENT 12 ARE AT TEMPERATURES OF LINE OF ROOF 4/-) 40°F(5°G)OR HIGHER. a 2" BEYOND® GARAGE i ALIGN FASCIAS 0 �s BED_RM#2 _ _ I'-0" DIN AREA -- - - _ 6REP TQM PLATE HT. OH. PLATE HT. unin 1111111 Z O I'-4" APPLY ICE d WATER SHIELD IN U 10",AZEK I I I I I 11 OH. I FAIR WEATHER Z) FRIEZI=$D. - I I Ll L ll WHEN THE AIR,ROOF DECK AND w -0 �� l_ OH I I I 1 I I MEMBRANE ARE AT F_ _0" I I I I I I TEMPERATURES OF 40°F(5°C)OR OH. 0 I I 11 _ I HI6HR Z \ / -- _ - '- —FAL-1 I I 10" SQUARE HB 4 G PEI i i I � O EXTERIOR WALL I 1 I -HARDIPLANK SHINGLE SIDING I I 1 Q CAST COLUMN#46382 Wl I I B2-I FASCIA BOARD 'AZD S 2"c -HAROI LA EQUAL = I I I77T _ I I SQUARE FLAT GAP d i i VENTING OR VENTED � Ln BOARD W/2'CONT. 0 TYVEK 11 11 1 It 11 -7/16"055 5HEATHIN6 _ o i i i i -TF7 11I I $ASE (OR EQUAL - i i vlrm SOFFIT ~O -2xb WOOD STUDS 9 16"D.G. _ i i 1 i CORNER COLUMN TO $E i i Z -b R-21 BATTS 0 o i PROVIDED W/5PLIT KIT DETAIL ((�2 ❑ �' I I I I 4?A#_ _ jj W I FIN.1ST FLOOR cc c TFI1_1 - - - - - —I- - " SCALE: 1 1/2 = 1 _011 _ FIN. 15T FLOOR _ _ ELEV.+0-02 1 ■ l ELEY.+O-0 10" SQUARE NB86 PERMA I I bxb P.T.P05T WITH I I t I I ~ GA5T COLUMN#46382 Wl I I 5 T CAP ANCHOR /4 SQUARE FLP�T GAP 4 I I P05T GAP ANCHOR d 51MP50N A5U66 WALL® GARAGE (R-30)BATT + "(R-Iq) �' F•i� w WALL 0 6ARAGE I I $A5E (ORE AL) - t I P05T BASE(TYP- I t I BEYOND BEYOND CORNER GO UMN TO BE BATTS = GOMBI INSULATION b' (R-1�1) BATT5 ALL 4 I I PROVIDED 5PLIT KIT i i COLUMNS) I I I I I FDI VALUE �- ) NTINUOU5 ABOVE I I I I I I I I i t I°AZEK SHEETING 1 m DONT.BLIND FLA5HIN6 ❑ w O I t I I I I I I I I 5A5EMENT 2"xb NAILER-LAB _jkjBASEMENT - - - - - - - - - - 1- - - - - - - - - - - - - -- - - - - -1- - - - - - - - - - - - - " - - - - - - - - - I I- - - - - - - � - - - - - - - - - - �- - - - - - - - - - - - - - - - - - i � � T — � ��TDIATO XEb'TLBOLTS L-- - - - - - - - - - -I- - - - - - - -I- - - - - - - - I--- - - - - - - - - - - L-- - - - - - - - - - - - - - - - - - - - - - -1- - - - - - - - -1 - - - - - -- - - - - - - - - - - - - - - - - - - - - -I RIGHT ENI ELEVATION 2"x 6"RR® 16" I � 2020 NYSRG- 8312.2.1 2020 NY5RG- 62427.8 (303.8) I/4" = i'-0" oC (' ) TERMINATION OGATION: q" (R-30) BATTS I_ v IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN VENTING SYSTEM TERM L UNIT 5 7 OPERABLE WINDOW OPENING IS LOCATED IJ=55 THAN 24" THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH ABOVE THE FINISHED FLOOR AND GREATER THAN 72" AN INPUT OF 10,000 BTU PER HOUR(3KW)OR LESS 5HALL 2"x 4"SOFFIT BMS I I = ABOVE THE FIN15HED GRADE OR OTHER SURFACE BELOW BE LOCATED AT LEAST b"FROM ANY AIR OPENING INTO A IN O OG NG THE OPERABLE BUILDING,AND 5UGH AN APPLIANCE WITH AN INPUT OVER WINDOW HEADER PER PLAN I I Q ON THE EXTERIOR OF THE 5UIL01 , WINDOW SHALL COMPLY WITH ONE OF THE'FOLLOWING: 10,000 BTU PER HOUR BUT NOT OVER 50;000 BTU PER SHALL BE INSTALLED WITH A 9 INCH VENT+� INC;H DIAMETER HOUR L B - 2 (MAGNOLIA)- SPHERE 0 OWA4 MnD�OPENINGS THAT WILL N TALL '�.J TO PA55 THROUGH THE OPENING IN ITS LARGEST TERMINATION CLE.ARANGE,AND AN APPLIANCE WITH AN OPENED POSITION. INPUT OVER 50000 BTU PER HOUR SHALL HAVE AT LEAST 4 FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F A 12 INCH VENT TERMINATION GLEARANGE.THE BOTTOM OF 2090 THE VENT TERMINAL AND THE AIR INTAKE SHALL BE 5ELF FLA5HIN6 TRANSOM WINDOW (THE WINDOW OPENING CONTROL DEVIGE AFTER LOCATED AT LEAST 12"ABOVE 6RADE. it pq II C\ 5TANDING SEAM METAL I I BEDROOM #2 OPERATION TO RELEASE THE CONTROL DEVICE l�I�IIL L I GHA5E GAP I I ALLOWIN6 THE WINDOW To FULLY OPEN,SHALL NOT b" TRIM GAP REDUCE THE NET CLEAR OPENING AREA Ol'THE WINDOW OPTIONAL WOOD — — — R106E VENT ~ UNIT TO LE55 THAN 5.1 SQUARE FEET. CHASE WITH METAL i 2"x8"® I6"Or,FOR SEAT M o GAP AND CULTURED 12 (-� T r N (V M M CO r TION STONE VENEER t 6 DOUBLE-HUNG WINDOW I I SPRAY MELY FILL 12 I I SEAT CAVITY' INSTALL TGE d WATER SHIELD -( PER MANUFACTURERS `1 12 .� _ k_ --a----->� GARAGE DORMER SPECIFICATIONS TO MAINTAIN1 � BOND �- �_1 . . :-• I2 51 2MPSON CONNECTOR LINE OF ROOF - SIMPSOPV H2-5A CONNECTORS PRODUCT WARRANTY $EYpND® � 4_-'.___--------. - - - - I x 12 AZEK TRIM Z z NOTE: R106E VENT BEDROOM#2 y RIDGE VENT BD " y "GYP BD g a APPLY TGE d WATER SHIELD IN -� - - — — —— 0 0 0 0 0 o Z04 w FAIR WEATHER WHEN THE AIR, ROOF DECK AND MEMBRANE 12 - I " O GLUED 4 5GREWED-RUN > > > W > > a N D ARE AT TEMPERATURES OF - -------__-- :. 3/4"TbEi OSB SUBFLOOR - N 40°F(5°C)OR HIGHER. Q 2 " c� CONTINUOUS BETWEEN PLATES � a w m v BI-I I-0' 7/Ib OS$5HEA1T IIN6 I'-6" AT EXTERIOR WALL CAD 12, 12 GABLE FLUSH ROOFS q q \ OH 2X12 FLOOR N JOISTS 0@ Ib"OG. o FIRST FLOOR LINE _ Ix8 FASCIA 5D. - PORCH PLATE HT �� FRIEZE BD, _ _ M.BEDROOM 11 11 It 1 11 PLATE HT. t I Z 1 UNFINISHED I OH. I I I I NOTE W: I I 1365EMENT o ca r ..� i I 1 L- PVC,SHUTTERS WITH FIXED O HINGES. WIDTH OF I I j F-1 Y _ i I rs I I - - 5HUTTER TO BE HALF I I W (� -i _ WIDTH OF WINDOW. = I ' ' I L 3 o a B2-I = I Z -' `- - - - - - - - - - 4 EXTERIOR WALL 2 � HARDIPLANK 5HINC-LE 51DIN6 FDI (R-13)CL05ED CELL SPRAY FOAM IN5UL 0 W - OR DRAPED BLANKET INSULATIONLS-FULL HT � -TYVEK OR EQUAL ALON6 INSIDE FACE OF -7/Ib"OSB SHEATHING ❑ T T -2xb WOOD 5TUD5® Ib"D.G. l -b"R-21 BATTS x 1111111 Jill I 1 FIN.15T FLOOR _ _ I _ _ _ _ _ - _ E _ _ FIN. 15T FL00 } z m I �: WALL.® GARAGE t BEDROOM #2 BAY DETAIL I z WALL® BEDROOM ( I I 12 SQUARE HBd6 PERMA GA5T (D o o L I #2 BEYOND I I I I AZEK TRIM I COLUMN W/5QUARE FLAT GAP I 1"= 1' 0" B2-I.I F Ix4 AZEK TRIM bxb P.T.P05T WITH 51MP50N 5652-3/b COLUMN TO BE PROVIDED W/ I `5'(�R� cf c I I I I I ALL SIDES I d $ASE (OR EQUAL -CORNER U � y T I I I POST GAP ANCHOR d I I 5PLIT KIT t FDI I I I P05T BAS�(TYP-(bbI HALL t '��o F�G�SCA I I I ALL GOLUMN5) BREAK i I w * I I t I I I I I I U — — — — — — — — — �- - - - $ASEMENT ❑ 0 $Ao�y�Q- I rl- -- - - - - - - - - - - - - - - - - -- T-I- - - - - -T1- - - - - - - 11- - - - - - - - - - - - - - - - -It- - - - - - - - - - - -IT - - - - - - - - - - - - - - -- - - - - - - — , NE �- - -- - - - - - - - - - - - - - - - - - -1- - - - - - -1 - - - - - - - -I- - - - - - - - - - - - - - - - -I- - - - - - - - - - - - -1- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - J J NUMBER LEFT ENI ELEVATIONil 2016023 NIT 58 l 5 PORCI� w I/�Q- _ I -Q B 2 )_ T Q SHEET NUMBER UNIT 5 7 (MODEL — DUET CLUSTEKMODEL B - l INKSERRYz21ol & 58 (MODEL B- 1 15 ) ELEVATIONS W 0 — COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED H W A I 1 2 HR 5LPERATION W B-5 2 I WALL PER UL#336 V ai I6'-0" 22'49" 14'49" I I'-2" 13'-0" Z — - - — — — O 4--d =3 (1) 2 rA fV - ® ® ■ 62-5 F_ -� .a,' z z U � � �2 YO `- x 'v M , c 2„ I b U o 4 O 4 U coM 00 0" 8., 1, 5„ 5 �„ 8., 5'l„ 1'-5„ a,. 2._b., 4'-4" M.O. 15'-8" 5'-3" 4'-4"M.O. 4'-II" 10'-0., 0 8„ 12'-10„ „ o � o I UNEXGAV. a EXGAV. 4"P.G.5LA13 WITH 6x6, a� 4 P. .SLAB WITH 6xb, 2 10/10 W.W.M.OR FIBERMESH. 0/I0 .W.M.OR FI5 q I FD1 6" 6" MIN.3500 P51 GONG. MIN. 500 P51 GO G. q FDI r----- FDI HD o 0 EGRESS HO Z WINDOW o , Q I m Q o I o = 1 }� O m 2x12 FLOOR JOISTS 2"x 10" r -- I FD1 I • ® Ib"D.G. 2"x 10" 0 5LAB SEAT o Q I o 4 - 5EAT Z HD g - HD = _ = � - _ �• E5RE55 8" �1-- 4"WIDE J015T HO OU • WINDOW SEAT.T.D.SEAT o " I r p ( o FD 1 - - - 1 FDI ELEV= (-II-I " Q Q O 2'-0° Ln H P.G.FOUNDATION N I __ - _ _ _ ( ( J L2"P.G.FOUNDATION WALL 7 WITH DAMPROOFIN6 N I'D 24"x 12"P.G.FOOTIN - - 7nI o I 4 m (2)2X10 P.T. WITH DAMPRDOFING ON � O a LTJ 10" 14'-4" _ 23'-0"I I I 14'-8" I q'-4" FDI I 13'-2° 24"x 12"P.G.FOOTING 10" 2'-0" Z (J V J HD '- I CHO 10"P.G.FOUNDATIONpIREGT VENT HEATING EQUIP,DIRECT VENT HEATING EQUIP 4 WIDE I WALL WITH DAMPROOFING 3 " 5 GO�LUMN APPLIANGE CLEARANCE HIP APPLIANCE CLEARANCE APPLIANGE5 JOIST SEAT. ( ON 20"x 10"P.G.FOOTINGON "x 3D"x I "DRPG APPLIANGE5 SHALL BE INSTALL SHALL BE INSTALLED WITH THE S3 TOW.ELEV= (-)I'-i " I -T.O W.ELEV. = 0'-0" % �F 6 N. .NJ H THE CLEARANCES F120M DE J015TD5EAT. 1CLEARANCES FROM UNPROTECTED O -'I i L J015T SEAT. COMBUSTIBLE MATERIALS AS o � i I ~ PROTECTED COMBUSIBLETOW.ELEV= (-)I'-I " INDICATED ON THE APPLIANGE LABEL;�, �' ® S? r M TERIALE AS INDICATED THE TOW.ELEV= AND IN THE MANUFACTURERS N I 1 I L A$'PLIANGE LABEL AND IN THE ~i I INSTALLATION IN5TRUGTION5. N �1 I � � 0 I I ® I MANUFACTURERS INSTALLATION II L O J - I -2 I °O °° IN5TRUGTION5. ^ . F� 3�"DIA STEEL COLUMN ;111 � ® i I 1 I I PROVIDE FRE5H AIR INTAKE ON 30'x 30"x 12"DP PG I F- TO MECH EQUIP PER CODE FT6 N•O.NJ T I I II I I 4 O PROVIDE FRESH AIR INTAKE W ;- D TO MEGH EQUIP PER CODE � HD a 11 I I � I i 2x12 FLOOR Jo15T5 I FLOOR J015T5 2'-0„ 10" 8-5 8,_5„ - 8'-5° 6 2„ b,_o„ I-0 ® ib"O.G. -� ® I6"D.G. m / 2'-0" W 4- -, I � -1 f� � F 5 1/4"x q 1/2" LOW II D.O. I I L II l D.O. ( - - _ — I I D.O. - 1 I - —r�- I- -� B 4EMENT 5LAB L -J 1 LVL GIRDER H ° I III J I I - J o L I J �� 8 -I� 4'P.G. IN.2500 PSI GONG) FD1 J J 0 II 11 I I I - _ ' I FDI +D06 MIL. VAPOR I 4 BA5EMENT 5LAB I -� I I- _ _ - - rT r -- BARRIER — — — — — — — — — FDI II *4"P.G.5LAB(MIN.2500 P51 GONG I I -J I 1 i I `{ I ry *TAMP E FILL O 95�DENSITY 4 O - II + oob MIL.POLYETHI3EhE VAPOR 1 L I I — 2 BARRIER FILL To q5�DEN51TY I I I I I I I-D° I I 14'-2° 5'-0" a'-o" lo" - cn _55 i 1 �, I I UNFINI BA5EMENT Q z FD1 II UNFINISHED BASEMENT I o I IJL *8'o'cEILIN6 HT. L - I I I -e- I I I — — — — "' r *8'-0•GE HT. TVP. BEAM POCKET W 4"WIDE 2'-6" III 2,_0„ +(R-13)CLOSED CELL 5PRAY NN I *(R-13)GL CELL SPRAY WRAP ENDS OF GDR N ® - L—• I (= a I o I I r- FOAM I ALONG IN51DE I W/ALUMINUM AT U J015T SEAT. to FOAM INSUL ALONG INSIDE �n x I I s I I FACE WA -5-FULL HT I FACE OF FND.WALLS-FULL HT *_ f ,= L - — - - - -- I/2" AIR SPACE ALL TOW.ELEV= (-)I'-I " o v. ® - - - oR BLANKET I- -J POCKET OR PROVIDE p �p Q OR DRAPED BLANKET O - - - I " TION X SIDES I - 1 CATION u' �_ I N CN 4 — — — I- -I *ALL EXPOSED HOT WATER EXPOSED HOT WATER ® m (m " " ,, HD P IN6 AND/DR HEATING DUCTS iy m I I 4 WIDE J015T � PIPING AND/OR HEATING DUCTS 5 4 10 I TOW.ELEV= SEAT.T.O.SEAT TO BE I `TED A5 PER N.Y5. Qj T BE INSULATED A5 PER N.Y5. N 4"WIDE J015T 01-0 Ili I I ELEV= (-)I'4 GSE g UNEXGAV. i 10 DE' - - C= SEAT.T.O.5EAT I r I 4'WIDE J015T P.G.5LA5 WITH bxb, 2"x lo" G - 2Xt2 ft r- - I ELEV= (-II'-I�" I I o -(2)2X12 - - - D.O. - SEAT.T.D.SEAT 10/10 W.W.M.OR 5LAB ELEV= (-II'-i " N i = FIBERME5H. MIN.3500 P51 GONG. 8" 3'-8" '-0" b'-8" 6'-S" I 1 �"- II ° I I 18'-6" I I u 1111 1 2xI2 FLOOR 5 5 r- 7 0 31-21' I - - - I I — I m % I $ I -LCL G1RDF - vi o r� co Ci - - - - HD 5 1/4"x q I/2" LOW I— D.O. o o I I ELEV. =0'-0" - (- I J � J UNEXGAV. o N fV M c^i cd - - I _ I 2x12®Lb'0 JOISTS 4"P.G.5LA5 WI H • - � � - 4- � - _ I 3 10"P.G.FOUNDATION WALL - bxb 10/10 W.W. . - z 1 61-5 WITH DAMPROOFIN6 ON 20"x U I I 10"EPL�FDO IN6-T.O.W. I I _j OR FIBERMESH. / ( I I Q N MIN.3500 PI FD1 1-09 4"WIDE J015T SEAT. ° I FtiI I I 1 3 I I #5 CORNER KEBABS W/ 4'-0" I 4 8" I 7'-2" 2' „ -0" 4'-61rry- TOW.ELEV= (-)I-I I, 2„ (1 0 3'-4° - - - 11 I ZDAIII LINE INDIGATE5 62-5 FDI " „ cn - - - - - I F RST FLOOR WALLS I I LEC-5® MIDPOINT OF 2 x A z z I I (2)2X12 FLU5H FOUNDATION WALL 4 111 #5 CORNER REBARS W/ 4' 0" -I r- 1 -I I,-o" SLAB SEAT � z � � a n I I cn FROM TOP IE BDTTTO II 5 LE65® MIDPOINT OF HD II I L - - - J 4R- I I FW-2 FOUNDATION WALL d I'-6" I J I o 0 0 o o g Q II v, I - - - - UNEXGAVATED TYPICAL o FROM TOP 4 BOTTTOM. (2)2X12 FLUSH — > > > > > a N n GARAGE 5LAB o I � w w � w m c6 v T.O W.ELEV. = O O I I I *4'P.G.5LAB(MIN.3500 P51 GONG) Q I ° "o " 0'-0" � "-' 11 I REINFORCED WITH bxb,IOAO W.W.M. p I o UP 14R li O� 3-4 4 WIDE J015T m I� ® *TAMP e FILL TO g5%DENSITY OO�C a I Q 2x12 FL 15TH SEAT.T.O.SEAT N SLOPE 6ARA6E 5LA5 DOWN 2' I ® I " .G. ( ELEV=(-PI o II - - - I o " 14'-2" 2'-6„ o„ 1z CN TowARDS GARAGE DOOR - I aR UNEXCAVATED TYPICAL 8 r g, �O1 I I 0 1 b" P.G. FOUNDATION WALL 1 o GARAGE P.5LAB(MIN.3500 P51 GONG) = ( WITH DAMPROOFIN6 ON o I �' REINFORCED WITH bxb,Iono NA.M. s F F — -- - - - - - - - - - � �- - 8 11 „ Il-10' J I N *TAMP t FILL TO q5%DENSITY 5 I/4"x q -I ® I " 16"x 8 DP P.G.FOOTING 1 II +5LOPE 6ARA6E 5LAB DOHA!2' L - J LVL � - " HD w 10 6-q b q b=�' - p TOWARDS 6ARA6E DOOR o I I I I N I 2x FL OR JOI 5 a CD 1 I 16"O.G.o III D.O. 5 1/4"x q 1/ " LOW+ D O I I DI I I I'-o" O m Il'-10" 8° II'-8" d ' 2'-b" D" W w LVL GIRDE O U ltl L - J TOP OF WALL I 8" G. FOUNDATION WALL ►--1 � o 4 I TYP.BEAM POCKET DN- -I-2 I I WIT DAMPROOFIN6 ON z FDI 1 WRAP ENDS OF GDR - T.O.W.ELEV. = Ib"x 8" DP P.G. FOOTING I W/ALUMINUM AT I 5 I 0-OII 4"WIDE JOIST HD w 4 POCKET OR PROVIDE I FD1 4`y . I TOP OF WALL I 4„ SEAT.T.O.SEAM ^ 1/2" AIR 5PAGE ALL 1AB $ 8 DN= -I'-2" ELEV= (-)I I� 2 1 SIDES I Q Q FD1 0 o cv 3 cv '- IO'PL.FOUNDATION WALL o I FD1 • • 2xi2 FLOOR Jo15T5 = WITH DAMPROOFIN6 ON 20"x ® I I B o ® Ib"OG w r � O cp 10"P.G.FOOTING-T.O.W. X I 10 n' tl'-4" l0" 2'-6" 2'-6" 2'-0" c7 m ELEV. = o'-0" I A 3 4 z 10" 15'-4" Io A 62-5 ry FD1 �r Z " B-5 7 — — 0 0 III 1 I i� cn J015T SEAT. }{p o • HO W FD1 TOW.ELEV= (-Y-I? 2 2SERE ARC N _ _ FD1 - - - - - ry h- <v��g TC cy� L o HD o • HD I'-6" 161-01,M.O. I=71 '4" I'-b" - 16'-0" M.O. I'-0" �2� 17'-D" 4'-0" 18 l0 18'-8" 13'-0" 7'-0" W LINE OF FRONT OF = U 40'-0" FOUNDATION TERBEDROOM UNIT 58 02381 FOF NE`N� UNIT 58 ( 15 ' PORCH) UNIT 5 7 • _ INALL 12 �P RSI�3 6N - (MAGNOLIA) jo N MBER MODEL B 1 (INKBERRY) MODEL B-2 w2016023 MULTIPLE LVL GIRDER GONNEGTION5: GENERAL CONTRACTORS AND SUBGONTRAGTORS TO REVIEW THESE 7UNIT 58 DUET CLUSTERQSHEET NUMBER HOLD DOWN GON5TRUGTION DOGUMENT5 UPON REGEIPT FROM ARGHITEGT AND UNIT5 = FOUNDATION PLAN °- FOR ALL MULTIPLE LVL 61RDER5, LA6 BOLT REPORT ANY AND ALL D15GREPANGIE5 INCLUDING ANY DIMENSIONAL z AB= ANCHOR 13OLT5 0 TOGETHER w/ 1/2" BOLT5 @ 2'-0" O.G., 2" MIN, GONFLIGT5, IMMEDIATLEY TO ARGHITECT FOR GORREGTIVE MEA5URE5 1/4"=V-0" (MODEL B- 2 ) (MODEL B- 1 15 ) FOUNDATION PLAN W GARAGE 51M35ON FROM TOP 4 BOTTOM, I$ MIN. 4" FROM EN05 PRIOR TO GONSTRUGTION. DO NOT SCALE DRAWINGS. DIMENSIONS STRONG WALL5 5HALL BE GALGULATED AND NEVER 5GALED UNLE55 OTHERWISE NOTED, COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Ct 2 HR 5EPERATION WALL PER UL#336 38'-611 IU- ^^ 11 Z W W 10" SQUARE HBG PERMA CAST A A bxb P.T.P05T WITH 51MP50N 10" SQUARE HBG PERMA CAST _ _ U 5052-3/6 P05T GAP ANCHOR I I COLUMN #46382 W/5QUARE B-5 62-5 COLUMN #46382 W/5QUARE FLAT -(3)2 - - - - -D.Qr O U 16 bxb P.T.P05T WITH 51MP50N ABUbb P05T BASE i FLAT GAP $ BASE (OR EQUAL) GAP 4 BASE (OR EQUAL) - I V °' (TYP-ALL COLUMNS) I I - CORNER COLUMN TO BE o CORNER COLUMN TO BE O w 14-2 SIMPSON BG52-3/b POST z I I I PROVIDED W/SPLIT KIT o PROVIDED W/5PLIT KIT I GAP ANCHOR 4 51MPSON o 0' 0 22-6' 14-b - I I-0' " i ABUbb P05T BASE(TVP U =N o 2`-0" 16-0 I 13-2 1 2 0' ALL COLUMNS) - N ami o IALIGN TOP OF o ++ N� �) I COVERED I ' 2" (2)3016 TR (2)3016 TR �� TRAN50M5 COVERED I i o c/) !E Z a I (2)3050 DH - L 0-u)f° rn xl PORCH I I o (2)3050 DH PORCH I Z N c_v 1 0 8'-0"HD HT 0 b'-0"HO HT N I v O Q w C coM L b'-0" 8'-0" cvr 4-11" I I-3 6-4 7'-S b-10 5-6 5-b X, b'-l" 6'-7" �D o - I I X " N Q m o U m . `Y' Q EOPE 55 _ Lo tO ALIGN TOP OF :n 2 — — — — — la o_ ° ❑ co _ I o U "' M N5OM5 WINDOW f 1 I- 1 DI I i N �n coo HD L — JL - - - J HD I '� a g01b TR (3)2816 TR (2)3010 TR e11 21 "G 6080 5 .GL. DR Wl ( � (3)285 DH EGRE55 ® 8'-0' HT — golb TR i (2) IS" DELIGHTS '- " (2)2X10 HDR r--� 3016 6080 5 GL. OR W/ Ia H !2)305 DH m 4 0 o I WINDOW (2) 18" IDELIGHT5 DI 12 'HP L � - � L - - �. J DI � I 3050 DH I i = e _ _ -ROOF TRU55 6160E _ Roo TRU55 GIRDER —_ 1q (2)2X1 HDR = J(' — —N — — —_— — — — -� DI Z D L- - - - - - - - - - - J HD \ / = Iq / �Q II'-0"CEILING � o 2016 TR — — — J a — -' DI / BREAKFASTFEE 525"x II l/8"LVL HDR r r ;, I - — - - �� I 'I"1 N \ / AREA :0 525"x II 1/8"L HDR s � N 2052 DH I " L _ JL -- - J �- - - - - - - - - --� I— m= u 14'-0" I 4" 2'-0" 4'-2" 3'-0" 14'-01. 611 r m co I— --� / \ l —525=x II 7/b=�HDR J l2)2X10 HDR I I I I 2816 TR® O 7v b" / 15'-011 \ 4" 12'-0" I-0 I I I 21 "G p I I 2852 DH U 10'-411 I I I I DI '�' L 1 B'-0"HD HT, PR -FAB I t J I 13'-0" Y CEILING I I o ILL O ' ^ FI PLAGE I II'-0"CEILING i MA5TER EDROOM I I i i i o M = I LIVING AREA I BREAKFAST AREA i I i I o 11 1r-0" FILING PRE-FAB � cv q'-0"GEILIN6 � z (� � —(:4 ( TE GL DR5 � �2 � I � I o �--�I GREA ROOM FIREP GE ❑ 4 BEDROOM #2/ I I i r--1 15ED HEARTH I OPT. DEN I 1 I u' "GEILIN6 1b TP2'-0" I . I FWH OPT. I I °° oo KITCHEN I TEMP G DRS m 2052 DH �- -� 1 I I I RAISED HEARTH -,--," cV ® b'-0"HD HT '� N I I r - - - - - - - - -� I I ~ J I II I l.[.. ,y1-0 /5 O" 4 5 O '(11 .�'�4 4" I b'-b" 'j i1 161 A„ W 611 I 11 Y pill � 12'-0"STEP GEILIN6 r m bb e6 i `T -7 m I— I —— I N / \ O GREAT ROOM I I I 2616 TR® CW II D1„I I II-0 G (LING `r -01 N I I 2852 DH p KITG EN - - - Q 010 I p r 611 I ib'-4" I I 3'_011 AI_OII oo loo 411 31 QN Ail GL. " o I, O„ �V6� ,�bb� c`1' L I b-0HD HT �r (2)2816 TR I I I z 4 211011 ®� 10'-0"GEILIN6 10' "CEILING 12 ❑ 11 I H „ 11 ((2)2b D �n q'-0"GE1LING ICL bbq� / 4 -0 4'-2" DI �' -J o I 1 e� �% BATHROOM I I �, '� es8 LIN. 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NOTE 'ti/"; = 10'-0"CEILING 5D® ® BIFOLD L J PERMA CAST COLUMN HD I a - a `�� F- - © MASTER X668 �8 rn 50 641 DOORS m IVH01 #46352 W 5QUARE o U la 2-0° `� FLAT GAP 4 BASE O Q 5016 TR w l DN 146 I I (3) 2x6 HDR I 11'-0'GEILIN6 o �:z doh d -0"GEILIN6 ' �� L — J BATHROOM d ON 4R 21 "G (3)2)� (OR EQUAL) - 0 3080 EXT INSUL DR GOVEREO ti = / 0 1'-2" 11 " 11 11 11 o DI POST CORNER COLUMN TO FOYER LAV, yyC q'-0"GEILIN6 10-4 4 3-4 4 3-10 4 N BE PROVIDED W/ W/(2) 12" PORCH y - LAU DRY _ _51DELICHT5 la i4'-6" - o q1 = 5PLIT KIT ©� m 3�_4" ®5D ? GL. NOTE "5": CL. ,yD� � v✓ N Ln m DI ^ HD � 002 �6e `r � !4)2x6 :fl UP IR 22"X 30" TTIG 0"x " � [-0111 b-0 f SHWR PAN c 0 .1 0 P05T ACCESS ATGH X,4'-011 50' I COVERED la _I 6 - 6�g 4" 312' 4" 31 411 611 o„ 6' 4'-0„ 411 6.2" :o � NOTE "5": I FORGH I i- m bxb P.T.P05T WITH — — p TEMP. GLASS 1 I �- 3050 EXT IN5UL DR o6 6 is �o I-2 \ ' 2868 INSUL DR- 11'-0"GEILIN6= 2868 INSUL OR- i- �� j- O N N N M fM r 0 51MP50N 5052-3/6 PO SHWR PAN `L'�b� ° — — — 45 MIN.FIRE PTN ON 2X4 45 MIN.FIRE FOYER I 1 5'-4" W/(2) 12 N GAP ANCHOR 4 51MP50N ;;, DATED W/SELF KNEE WALL RATED W/SELF 51DELIC ABU66 P05T BASE(TYP- I ©J O�, = TEMP 6L PRTN ® q'-0"G ILING — — — GLO51N6 DEVICE GLO5IN6 DEVICE Z6 611 31 4" 4' to-0 I b " I 1 II I I_�1 g ALL COLUMN5) 0 4 DOOR SD HIL — — — _4 ' m 1 I - (4)2x6 P05T 602 bxb P.T.POST WITH 611 �V ,1bb HD 51MP50N BG52-3/6 P05T (3)2810 TR I I a'-0" 411 4'-0" 4 6'-10" b" v — GAP ANCHOR 4 SIMPSON ® 8'-0"HD HT L 10'-O" EILIN6 TWO GAR GARAGE ,081166 POST BASE(TVP 5 z (3)2850 DH F -I � © MA TER ® Ccu� 0 ALL COLUMNS) *4'P.G.51..AB(MIN.3500 P51 GONG,) WC Iq cn 6 z cn cn a a � a'-0"GEILIN6 b"(R-21)BATT5 REINFORCED WITH bxb,IOAO W.W.M. 4 THO GAR GARAGE GL 5D o z z z 0 z z z 1 I BATHROOM x WILL *sLOPf 6,06,06E SLAB DOWN 2' #4"PG.SLAB(MIN.3500 PSI GONG) © DI cn cn cn Q cn D g J TOWARDS 6ARA6E DDDR N REINFORCED WITH bxb,10/10 WWM• b" 3'-4" 4" 4'-b'� 4" 51/11 b" 3030 AWN �, > 15:15; > > n L_©J I s WC * "TYPE'X"GYP BD ON GARAGE Q " W W W J W W N J I 'L; AY 1 L( A1(} bbd SLOPE 6,06,06E SLAB DOHN 2 �- '1- 10'-0"CEILING 0 b-0 HD HT w m ai5 v WALLS 4 GEILIN6 Q TOWARDS 6ARA6E DOOR fid° DI — — — — SPACE COMMON WALLS TO GARAGE' S 0 #WALLS d Gfl6 BD ON 6,06,06E BATH #2 N © im m TYPE"X'GYP BD ON INT OF LIAN6 , e 2010 TR 5PAGE GOMMON WALL5 TO 6ARA6E ® V "HD HT2050PHI r- - - - - - - - - - - - - - - -1 u, la 11 I II 6" I II 5D® 11 NIL GL. ib-0 4 4-2 01-0.1 I-0 B ENERGY NOTES L_ - ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ECCCNYS la u� DI �t 62-5 F- I I Iq b"(R-21)BATTS "' W ( 2Xb HDR DI 0/21 W-O'GEIL NG 2 RESIDENTIAL PROVISIONS. I I DI � 0- I I DI I,4 BEDR00 #2 0 I o - SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 - N 1104.1 11'-0'STEP CEILING J 2'-0" I MASTER I 0 - _ - 16070 OH DR _ - - e 18'-0" DI 611 12'-0" 611 2,- D Q w INNNNNNI w w Y a I BEDROOM I HD 5 1/4"x Ib'LVL HDR HD I I m v o I I � � 16070 OH DR � 2020 NY5RG- 62427.8 (503.8) I 2 I1-011 a ( - F O 4 VENTING SYSTEM TERMINATION LOCATION I I N 18 DH D/21 l HD 5 1/4"x Ib"LVL HDR HO J T' `p W „ THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF I I ® '-0"HD T 10,000 BTU PER HOUR(3KW)OR LE55 EflALL BE LOCATED AT LEAST 2010 TR o DI D/21 D/21 1 O 6"FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN 0 8'-0"HD HT I ( A DI DI 2-� ❑ APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT 2050 DH I I cv OVER 50,000 BTU PER HOUR SHALL BE: INSTALLED WITH A q INCH I L — — — — — — — — — — — — — — -J B-5 2 4" 1 w VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT L_ -I 6" FW-2 FW e 5EAT 0 OVER 50OW BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT 4 2 11 2'- - HD HD r ill J l2)2X10 HDR - m TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND "� (2)2Xb HDR `z c� (2)2X6 HDR 1 - `y z w THE AIR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. 0 — — — 0 I — — — — — — F — — — �F — — — — — cy Z HD r HD 2' -IL — — J Iq U o o L 3010 TR J L 3010 TR J �--' A Iq (2j3oT6 TR Iq 3 "HD HT 501 N H HT Iq 62-5 DI (2)3050 DH DI MODEL B-I MASTER w ll HID 2020 NYSRG 12.2.1 I " DH I 11 DH I 11 1 II 1 N I II 1 11 1 II 1'-0" I II ®bl-Ol 1 N I 11 BEDROOM WALL �R I]ARC DI 4-0 ,4-0305O4-0 DI I-6 I6-0 R.O. I-4 I-b I b-O R.O. 2'-b 4-0 4'-0" 21-b" BEYOND U �5 T Cy y�� IN DWELLING UNITS,WHERE THE TOP OF THE 51LL OF AN OPERABLE 016 F.QL F� WINDOW OPENING 15 LOCATED LESS THAN 24"ABOVE THE FINISHED „ " Q Cr F FLOOR AND 6REATER THAN 72"ABOVE THE FINISHED 6RADE OR Il-0 4'-0" 11, 18-10 18-8 2-b 21-b" 2-6 Ile 21-011 OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE U OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 40'-0" 38'-6" U (P *OPENINGS THAT WILL NOT ALLOW A4 INCH DIAMETER SPHERE TO PA55 THROUGH THE OPENING IN ITS LARS-E5T OPENED POSITION. *FALL PREVENTION DEVIGE5 THAT COMPLY WITH A5TM F 20,40 UNIT 58 ( 15 " PORCH) FLOOR PLAN UNIT 5 7 FLOOR PLAN � T 02 A0 y� (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO I O NES RELEASE THE CONTROL DEVICE ALLOWING PE WINDOW TO FULLY MODEL B- 1 ( 1/4"=1 -o" MODEL B-2 (MAGNOLIA) ' "OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA of THELIVING AREA= 1,5'�q 50. FT. q 2 HR 5EPERATION 1/4 =1 -0 WINDOW UNIT TO LE55 THAN 5.15QUARI=FEET. GARAGE AREA= 377 50. FT. -1 PER UL#336 GARAC AREA= 31150 FTT JO UMBER COVERED PORGH AREA= 272 50. FT. GOVERED PORGH AREA= 250 5Q. FT. w 2016023 NOTE R: ONE CARBON MONOXIDE ALARM IN NEW ONE NOTE "5": EF =EXHAUST FAN: GENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO REVIEW THESE Q SHEET NUMBER AND TWO-FAMILY DWELLINGS,TOWNHou5E5 57516 MANUFACTURER T MULTIPLE LVL GIRDER CONNEGTION5: 50 CFM INTERMITTENT OR NOTE "V": GON5TRUGTION DOGUMENT5 UPON REGEIPT FROM ARCHITEGT AND UNIT 5 7 UNIT 5 8 DUET CLUSTER = NOTE: Pk:E-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN GROUP 6-2 DESIGN STAIRS TO MEET ALL © 20 CFM CONTINUOUS *ALL DRYERS TO BE VENTED TR.U55E5 W/ 12" MIN. HEEL BUILDINGS I N6 UNI s 4 GOROUP AND UNITS APPLICABLE CODES AND r0 FOR ALL MULTIPLE LVL GIRDERS LAG BOLT REPORT ANY AND ALL 015GREPANGIE5 INGLUDING ANY DIMEN51ONAL °- ALL HINDOH5 5HALL BE TO OUT5IDE AIR PER CODE Z OFFERED FOR SALE IN THE IMMEDIATE REPORT ANY DISGREPENCIES TOGETHER H/ 1/2" BOLTS ® 2'-0" O.G. 2" MIN G02 GARBON MONOXIDE *ALL WA5HER To BE CONFLICTS, IMMEDIATLEY TO ARCHITECT FOR GORREGTIVE MEASURES O B2 � 3 ANDERSEN 200 SERIES HEIGHTS (U.O.N.) 0 24 O.G. ©= TEMPERED VICINITY of BEDROOMS ON THE LOWEST AND CONFLICTS TO THE ® DETECTOR PROVIDED Y4ITH DRAIN PANS PRIOR TO GON5TRUGTION. DO NOT 5GALE DRAWINGS. DIMEN51ON5 SHALL (MODEL B- 2 ) ( B- 1 15 ) FLOOR PLAN w DE:5IGNED BY TRU55 ENGINEER GLAZING FLOOR LEVEL CONTAINING BEDROOMS. ARCHITECT PRIOR TO STAIR FROM TDP BOTTOM, MIN. 4 FROM ENDS SMOKE DETECTOR BE GALGULATED AND NEVER 5GALED UNLE55 OTHERWISE NOTED. FABRICATION. �D p COPYRIGHT GRCH ARCHITECTURE P.C., 2017: ALL RIGHTS RESERVED • WOOD ROOF TRUSS SPECIFICATIONS: IS'-o" HIP WIDTH bxb P.T.P05T WITH Ib'-2"GABLE WIDTH (q NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO CAP AN BG52-3 I P05T — H INSTALL ICE 4 WATER SHIELD PER GAP ANCHOR d 51MP50N 4 ° W MANUFACTURER'S TER 5HIGATIOES TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED (TYP AS THE ROOF FRAMING MEMBERS. - - - - - _ - ABubb POST BASE MN5) � PRODUCT WARRANTY �r_� M 2XSPT_(RDER_ - _- - -Ir -ALL COLUMNS) — — — — — A O 4--d M NOTE: ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING QQ — V APPLY IGE 4 WATER 5HIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN 1 1 ) 7 R P — U \Q B2-5 , z V �' AND MEMBRANE ARE AT TEMPERATURES OF 40°F (50G) OR HI2HER. PER SECTION 1605.3 OF THE BUILDING CODE. iGSS N� � i ll'-O" PL HT.ON I I1 7 11'-0" PL HT. O o PRE-ENGINEERED ROOF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE ( %o .� I 2 HR PER UL# 3b 1— ,}� � cn � I WALL PER UL#336 � �� i 12 12 i " � •� j > � a' TRU55E5 PER TRU55 MAM1F i , , I-0 I q q 1-0 .r p N SEE DETAIL I/FW-2 I 41 Z — STRESS DESIGN: I oH• I OH. D (EQUATION 16-8) 1 1 25 51MP50N STRONG TIE D + L (EQUATION 16-9) No "R" Z U C•_ r a) MT5 5TRAPPIN6(LEN6TH5 VARY) D + S (EQUATION 16-10) I I �� I I� w� c M GONTIM1011� WALL SHEATHING TO D + .6W EQUATION 16-12) 1 I kDj 1:1U Lo co TOP OF TRU55 HEEL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) II'-0" PL HT. I A ( W/ 12" HEEL U "' :� I I I I'-Op PL HT. B-5 HEIGHT 4 0 X "' S = SNOW LOAD W = + 12 HEEL HT. HEEL.HEIGHT VARIES-SEE TRUSS DRAWINGS FOR D = DEAD LOAD, L = LIVE LOAD, + 12 HEAL HT. LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL �u� I N °_- OTE "R" ' ACTUAL HEEL HEIGHTS I BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 q IOR - - - - - J OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND ALIGN FASCIAS - I oH. I SPEED 101 MPH BASIC DESIGN WIND SPEED IN ' ( ) � � 12 � 10'-10"OVERHANG WIDTH �o NO "R" I 12 EXPOSURE CATEGORY B. I q 12 —I q ( 11-01, , i w OR / ROOF TRU55 61RDER ROOF TRU55 GIRDER VARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE �m I " / // , — - - - - - - - - z p r 9=0 PL HT / O _ FOLLOWING DESIGN LOADS: _ w _ W/36"HEEL HT. \ -� TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND - _ -T= - - _ I I — — — LOADINGS AND ANY APPLICABLE SNOW DRIFTING OR BUILD L o (I2'-o"WIDTH) j% L- TL V _ UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 I I �u r SER PSF, BCLL=I OPSF, AND BCDL = 10 PSF. PROVIDE I-o / /// - 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE OH. - _ _- __ - - - _ _ _ /1 NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. II -- - 7`/j %j//jj// q�— ' I z 8"FASCIA BD B2-4 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD II'-0"PL HT 12 DEFLECTION OF THE LESSER OF L/360 OR .75 OVERLA TRU55E5 ///j// /j/ o —I q I O TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO PRIOR oH. I I I f /j / + I I ssr I I O C� VENTED VINYL SOFF ARCHITECT AND BUILDING OFFICIAL AND APPROVED I I III %j//// //////� TRAY GEIL. \ IN .BEARING 1�.p II , z (a C) TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL I I III / //� ////// IN r W�L.L BELOW INCLUDE THE FOLLOWING INFORMATION: /// 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. 2. LOCATION OF ALL JOINTS. 1 I I HATCHED ARE INDIG //j/ I' //j// I ® I OH. (� 3. REQUIRED BEARING WIDTHS. �L_ -I L J LOCATION OF FIRE R� ///// r ///////; C ' LEADER TO DRYWELL- TYP 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. INT. 'LL ROOF 8 WALL SHEA /// / 77 4.2. TOP CHORD DEAD LOAD. FLUSH ROOF5 12 4-0 FROM GENTER 4.3. BOTTOM CHORD LIVE LOAD. —1 q �- T FIREWALL - EAGH 511 4.4. BOTTOM CHORD DEAD LOAD. II // J _ _ I I �/ GARRY 2-HOUR FIREWALL FLUSH�ROOF5 O^ . •+ 4.5. CONCENTRATED LOADS AND THEIR POINTS OF / /// // Fri APPLICATION. II'-o" PL HT. r - I I j//�/// / ///j/� ro THEI6HE5RrSRa 5HT6. I ,1DE OF THE W w 4.6. CONTROLLING WIND LOADS. + 12" HEEL HT. 1 NOTE "R" I I� �I �// /// v7 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR / // DETAIL DESIGN VALUES FOR CONDITIONS OF USE. I IL - I 6. EACH REACTION FORCE AND DIRECTION. 1 �Q" °o I°° • 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, 12 I I a - I I cN NOT TO SCALETHICKNESS OR GAGE AND THE DIMENSIONED LOCATION q I III I I L_I_B2 -4 11 -J11 ► • OF EACH JOINT CONNECTOR EXCEPT WHERE 11 SYMMETRICALLY I I I I - E JOINT INTERFACE. USE 20 ALIGN FA5GIA5 ) RID6E5 TO LOCATED RELATIVE TO THE I ( I I I) i . ;a YG# I — C�DI i NOTE "R"NV NOTE: GA MIN THICKNESS GRADE A GALVANIZED STEEL I(1 I I I ( I - - , /1 /I // TRU55 RIDGE W/ NT / INSTALL HALF OF PLATES. II'-0" PL HT. L J - - 0 I I %,{' _/// 12 I �" FA5TENER5® EACH Oho 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH + 12" HEEL HT. II I / / / Q END OF 57RAP I // /// // I q MEMBER. �u L 1 CO� I / �/,� / �'" �j ® 9. CONNECTION REQUIREMENTS FOR TRUSS TO - PLY AND FIELD I I L _ —�_-_-_ / ° ° �� i II'-O" PL HT. z GIRDER TRUSS, TRUSS PLY TO , ,�� /� , / / / , O W SPLICES. = IG -Lt / ® — — — --� 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. ®a®® I LT -I ALIGN RID6E5 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS /// //� ° MEMBERS. I N TRU55 RIDGE W/MENTI // // / // p i ° ° OH. KGs I �- - - - %/ // I I'-o" U er�soN 12. REQUIRED PERMANENT TRUSS MEMBER BRACING s G - - - - // // 0 ° ° TE lib LOCATIONS. o -' ° ° 12 I I �- - - - -I I I I i I j / . /j/////� (�— (3) 2X6 P T OH. I _ _ _ I o ( I I OOF5 — — o * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH I Iq I I — ° ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND �Q I — SIMP STROW-TIE MANUFACTURE OF METAL-PLATE-CONNECTED WOOD o i J��j1 _ ROOF TRUS< GIRDER _ _- r_ - - _ _ — r 5STRAFPIN6 TRUSSES SHALL COMPLY WITH ANSI PI 1. THE TRUSS NL 14-10a DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY _ - - - - - - -�J (TOTAL) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF oH' 1 -� yr - - - - - - - - NEW YORK. r i � � ,r�Q 1F � I I I i ( %//%//j/ / j /7- - - - - - - — � r i i- w � 7 7 °o * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, I I U ' I /// // // // I_ — I I I ►- N N N co - N �`� I r - - - I N // ///I ////// / J IV Q N N N C� h OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND �� I J -L / /./ / // // I� I I o fV CV ri ri CO 2 S I � � \ I ,� III 11 � �/;///;,/ //;//;; � o I I S _ I Gss U5E IN GOMBINATION ONLY DETAIL RIDGES ALIGN AS SHOWN ON ELEVATION AND SECTIONS. II - _ - - I I I * I I / /// � // // 12 w + - 1 �- * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH H —I / 1 WHEN 5TUD5 AND�RAFTER5 11'-0" PL T. THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT I I I 1 / // / / /� l NOT TO SCALE + 12 HEEL HT. I /// // �i/ ///// I — — — �� I bxb P.T.P05T DO NOT ALIGNWOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING B2 -4 WITH 51MP50N ASSEMBLY TO INSURE TIGHT FITTING JOINTS. III I �- - - J L - - - -� I I I I / / ////� _ _ _ ROQF�RU55 GIREM_4 _ * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER _ - - _ BG52CAP I r — — — — — � I / / //� POST GAP z � ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. III I II II I I I / / /// // �� T _ ANCHOR d Z THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND / / // /////// CL I I I I " I 1 // // / /// /� I 0 51MP50N vi z <n cn ng n NO "R NO "R / /X / // z z z o z z N METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR I 1 1 ( I /%///// //// /j/ I J I'-o° ABU66 POST 0 0 0 Q o o g J W SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN Il 1J , I g" ///j//f //j// j, I ( I BASE fTYP �n cn cn > v� - a ¢ u, _ _ _ _ _ I off ALL GOL ) — — — - --. DESIGNED AND INSTALLED TO PREVENT ROTATION AND (II 1 g S..I I OH //j//j� // / > > > w > > UMNS D PROVIDE LATERAL STABILITY IN ACCORDANCE WITH �- s 1 I 1 1 OH I I 8" I I / /////j /////// " w m m " ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA I I ( ° ( ° I I , I , OR 51DEWALL ABOVE: BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE 1 1 - - -� I - - 1 I I 12 12 I I 12 12 �j j/// /j//j/// II'-0" PL HT. N 12 12 12 , ,/ ° J • LONER ROOF — TO GOOD PRACTICE FOR HANDLING INSTALLING & I - - - - - J �- - 1 I I I � // , - - s -� I I I / /// // /� z `Q LL— BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS 1 -y I // / ✓' // �- sl I OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN \ / NOTE: INTER5EGTING ROOFS I 2 HR FIREWALL BELOW ROOF - b' , 6-Ir I 3'-0" 5'-0" 3'-8° // // // // \Y " o ON TRUSS DRAWINGS. � // // 20'-3" NOTE "R � ° WEAVE ROOF SHINGLE5 AT GARRY TO UNDER51DE OF II No "R" I / I� // 20_3 HIP PL HT - - - - - - - I - * TRUSS MEMBERS SHALL NOT BE CUT NOTCHED / - - - - - - - - - - - - II'-0O" PL HT. Z i HIGHE5T ROOF SHEATHING - // / / �` INTER5EGTION OVER IGE SHIELD I DRILLED SPLICED OR OTHERWISE ALTERED IN ANY WAY I 1 I II NII I NI //j/// /// T,t - - - - - ` - - - - - - - - - - - - - I I W MEMBRANE - GARRY MEMBRANE: MIN. 24111 � � I NP• WITHOUT THE APPROVAL OF A REGISTERED DESIGN I I �I I � -L � -L / /// � / oH. CL OUT IN ALL DIREGTION5 OF I I PROFESSIONAL. 1 1 J N- N // / / /// / o $ ° ca O m I N I // / // // 4 0 INTER5EGTION i - * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS -� o // / // /// Lu Y Z AND METHODS OF ERECTING THE TRUSSES. THE I I // /�1 / / /. 10'-0" HIP WIDTH > Z W< CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY I I '- 1 I L _ _ _ _ _ _ _ _ - - _ 1�// / / /� I W w LLI BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE ( I L-� / / �/ /%//j + ANDERSEN 2`Wb DH 12 12 o �l CL I I // / / IN 6ABLE END WL 10.53(— N 10.53 8'-9" PL. HT. z INSTILLATION OF THE TRUSSES. 1 I F TRU55 r / /// /// .////' R0: 2'-4"X 41-6" Cp �i I 10'-0" PL HT. I I 61RDER5 UNDER ( — ABOVE FLOOR o 4 I I ROOF TRU55 I 'u I — N ( I I + 12" HEEL HT. (� I DORMER WALLS I I I I I I�I HEEL HT. -1 \-�16 ��A OR p 51MP50N HGP HIP HIPRAFTER, PLI I I ALIGN / /// / ( � NO CORNER TIE I 12 12 I FA5GIA5 2'-0" q I-- —1 q I 2'-0" 111-01 PL HT. 51DE NALL ABOVE LOWER off II I oH. FLUSH ROOFS I'-o° 12 12 ROOF I q OH, 10.53(— 10.53 11'-0" PL HT, z m ° o I ( I i 101 HEEL HT. B-5 i — — _I L - - - - - - - - - - - - J q'-0" FRONT GARAGE b' - - - 6 z - - J OH OHLu ==- - - - - - OPTION#1 48" MIN 48"MIN H 2020 NY566 SECTION 106b-EXCEPTION 4: DESIG� q �� ®oU336 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY MAY TERMINATE OPTION#2 SECURE ROOF SHEATHING TO G-RUNNER TRACK Z C ' N A AT UNDER51DE ROOF SHEATHING IF FIRE RETARDANT TREATED 2020 NY56G SECTION 2"G-RUNNER TRAGK2'-CAULK FOR W ��RATING - 2��. ^ E SHEATHING 15 INSTALLED FOR A DISTANCE OF 4'-0"ON BOTH SIDES 106.6 OF 2 HOUR FIRE RATED RESISTANCE WALL A55EMBLY 2 HOUR FIRE RATED RE515TANGE SMOKE TIGHT JOINT OVER Z FINISH[ RATING - 12®MILT. WALL ASSEMBLY MAY TERMINATE AT METAL EDGE FLASHING OPTION#2 O `�'■'� (� 3 STC RATING - 61 (SEE ITEM 7) 48" 48" THE UNDERSIDE VI ROOF NONRATED SHEATHING PROVIDED THE ROOF 15 SECURE WALL SHEATHING TO Z V � • PROTECTED WITH 50'TYPE "X" G-RUNNER TRACK IY OF TNG TRUSS O ^ , o ` GYPSUM BOARD DIRECTLY BENEATH -- 4--d ti 1cn 6 XF E THE UNDERSIDE OF ROOF 5HEATHING U ■l^"� a) c N AND IS SUPPORTED BY 2"LEDGERS RAKE BOARD-TYP ,� ;sN ATTAGHED TO THE SIDES OF ROOF - - - - "rNi -~' OPTICN #2 TYPICAL SIDING 'r- -- -----T - U C cZu M 2' H STUD TRACK AN FRAMIN6 FOR A MINIMUM OF - _______ _ - � a m CAU K FOR SMOKE TI&H DISTANCE OF 4'-0"ON BOTH SIDES le J 1 T OVER x x U m / L ate •- rn N, . HIDDEN METAL FLASHING: OF 2 HOUR FIRE RATED RE515TANGE 'I L O Q w ce) ..•;'� . ROOF S® 24'O.G. WALT-ASSEMBLY.ALLOW NO 12"VERTICALLY li 12"HORIZONTALLY Z L �' m „ _, 2x. TU05 CONTINUED TO UNE IDE ❑ M --- ;---...... .1--,.,...,..•.,..,.... 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SILL PLATE R`• '; 1 t �, \�=< -r• : ;C-I *- FIBER6LA55 FINISH ON BOTH 51DE5 .. --- -_. `,'.'�✓r ........,w,w,w.wi AND EDGE: F I R5T FLOOR J ____.. �......... ......... ....' .v,v.,,,,.Y .. —......-Y............�................ * , ;r ; r r_.\ 506FLOOR - GLUED RIM J015T PER FLR J015T MANUF. ! SGREWED - RUN 2020 N(550 SECTION 106h-EXCEPTION 4: OPTION#I N - FILL I"CAVITY AT FLOORS AND CEILING W/ ROOF TRUSS 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY MAY LATIN 0005 BETWEEN ----JOISTS PER PLAN µ'` r� PLATES AT EXTERIOR ';* GYP.BOARD OR MINERAL WOOL FIRE TERMINATE AT UNDERSIDE ROOF 5HEATHIIN6 IF FIRE RETARDANT CONFIGURATION B (2) 2x4 P.T. SILL PLATE BLOGKING .063 U56 ALUMINUM TREATED 5HEATHIN6 15 INSTALLED FOR A 015TANGE OF 4'-0"ON WALL ::' = O :,.�,;•;=:_;�;' - _ - BREAKAWAY CLIPS 130TH 51DE5 ;X€'t}S F.F.)T+f.3 l'�€:tE '(�R I' till 11TI ESR�I Q1 , 0 RESISTANCE WALL A " �: OPTION#2 W a;¢,� � ,. :3, „ (R-13)CLOSED DELL SPRAY FOAM IN5UL ,P ANCHOR BOLTS(14 LONG + n 8"MIN EMBEDMENT) OR 020 NY5BG SECTION 106b EXCEPTION 4• ALONG IN51DE FACE OF FIND.WALL5-FULL HT 3 HOOK, 2 _ r w w, www. :.,,, r"4h� SP.4C.0 ..: :�..�.� r,..,..,_... A[€� P. 0:i AIR S'€ r' C � 1 oR DRAPED BLANKET INSULATION ° -._: � x ASSEMBLY MAY TERMINATE AT .;' a ,,,, ADHESIVE ANCHORS W/3--X3,,x4-- UNDER5IDEOF ROOF15NON-RATEDIED 5HIEATHING PROVIDED THE ROOF (� ' , , , - ;,:,'' ;- 'Y' HA5HER PL® 24 0/G. - ;_• - --k ; 15 PROTECTED WITH 5/8"TYPE"X"GYPSUM BOARD DIRECTLY BENEATH 2 HR FIRE RESISTANCE i /j/;�i`:+�� 1 L?.� ..., `- { ty,',\• 5 ,�! jr% .%%j.; (1)#4 HORIZ.REBAR a . a : :t;. THE UNDERSIDE OF ROOF 5HEAIHIN6 AND IS SUPPORTED BY 2" �� ❑ I� +' 'l J '� ° ti �'` `` �/,•fr'_ -' BASEMENT RATED WALL ASSEMBLY DETAIL LE06ER5 ATTACHED TO THE SIDES OF ROOF FRAMING FOR A MINIMUM %f"/ / '; w.,, �'` ti: ;\,`•: j ),'� : � (1)#4 HORIZ.REBAR 0 MID 4 OF DISTANCE OF 4'-0"ON BOTH SIDES OF 2 HOUR FIRE RATED % ...., ti i- =:�._. HEIGHT OF WALL STORY .-'' a p R ,,`•,�,'', l h� '�, ,.�\� �.,Jl/.: � ;�,, N.T.S. 4'-0"OF 2 HOUR FIRE RATED RESISTANCE HALL A55EMBLY EACH %` SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FI RE515TANGE WALL ASSEMBLY.ALLOW NO OPENING IN ROOF WITHIN ` 12" FOUNDATION WALL ON 24"xl2" TYPICAL BASEMENT SLAB SIDE.MINIMUM GLA55 B ROOF SHINGLE TO BE INSTALLED, ti., ,.� i j �•,,�`,: I P.G. FOOTING '4'P.G.SLAB(MIN.2500 P51 ?`# ,. : •, `. c o CONE) 1'- :, ti,,•,:�' ,.4M1 ZL- :.:. r, OObMIL.POLYETHELENE 5TG RTINC� OPTION#1`tit 1 i ._. r+.a L`\1 ~=r `: a VAPOR BARRIER ~ '~'f —' :', ` ''_ -- '�` � � '`` ' ' s ' ' ` • ;' ° " • (FIRE 2020 NY5BG SECTION 106b-EXCEPTION 4: :?� i % r r^; I.. s� .. %%!;i TAMP S FILL TD Q5%DENSITY USG BROCHURE 5A100 RESISTANT `� ' 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY TERMINATE AT OPTION#2 F- U *., 1 ,••/ :':! , • ., _ ,. t ' f t} +»'- i ; p p a a ASSEMBLIES) UNDERSIDE ROOF 5HEATHING IF FIRE RETARDANT TREATED SHEATHING Z 2020 NY5BG SECTION 106b-EXGEPTION 4: w it 15 INSTALLED FOR A 015TANGE OF 4-0ON BOTH 51DE5 OF 2 HOUR 2 HOUR FIRE RATED RE5,I5TANGE WALL i •;, �'. i. �t r a a PAGE 22 (AREA SEPARATION WALL ° 5Y5TEM5) FIRE RATED RE51STANGE HALL A55EMBLY ASSEMBLY MAY TERMINATE AT THE � d a TEST#UL DE5 U341 MER51M OF ROOF NON-RATED UO n - [I b 4b 5HEATHIN5 PROVIDED THE ROOF IS HORIZONTAL #4 ° AGOU5TIGAL PERFORMANCE = 5TG bo PROTECTED WITH 5/8"TYPE "X"GYP5UM a a TEST#RAL-TL-bb-350 BOARD DIRECTLY BENEATH THE UNDER51X OF ROOF 5HEATHIN6 AND 15 a ° ° BASED ON 2x4 FRAME WITH MIN.3" EX SUPPORTED BY 2"EDGERS ATTACHED TO SEPARATION WALL: (Max Height - 66 ft) MINERAL WOOL BATT AT EACH SIDE THE SIDES OF ROOF FRAMING FOR A 2 HR FIRE RESISTANCE SECTION 1206.3 OF 2020 NY5BG- HALLS, MINIMUM OF DISTANCE OF 4'-0"ON BOTH PARTITION5 AND FLOOR/GEILING 2'II H STUD TRACK ANIS 51DE5 OF 2 HOUR FIRE RATED RESISTANCE 1. f=loor, Intermediate or Top Wall -- 2 in. wide channel Shaped with I in. long legs formed from No. 25 M56 gale Steel, Secured with Suitable ASSEMBLIES 5EPARATIN6 DWELLING JOINT K FOR SMOKE TI Hi OPTION #2 ROOWALF ASSEMBLY.ALLOW NO OPENINGS IN fasteners Spaced 24 in. OG. RATED WALL ASSEMBLY DETAIL I UNIT:FROM EACH OTHER OR FROM J I T OVER ROOF TANNIN ALL of 2 HOUR FIRE RATED 2. Metal Studs -- Steel members formed from No. 25 M56 gale steel having "H" -shaped flanged Spaced 24 in. OG; overall depth 2 in. and PUBLIC OR SERVICE AREAS SHALL HAVE 2 TADS GONrINUED ro ADE ROOF ® 24"O.G. RE515TANGE WALL A55ElMBLY EACH SIDE. n h N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOGATION5 FW2 A 5TG OF 50 OR MORE. 0 OF SHEATHING MINIMUM CLA55 B ROOF'5HI%LE To BE w .- �_ �_ ,- N 2 F- viflange width I-3/8 in. INSTALLED. Q N N N co n - N t(j 3. Gypsum Board* -- Two loyer5 of I In. thick gypsum board liner pone 15, supplied in nom 24 in. widths. Vertical edges of panels friction fitted USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED 5TG=60 I" AI 5PAGE EA. 51D o N N M into "H" -shaped studs. TEST #RAL-TL-88-3 50; STC = 60 GGG TNG -- Type SLX. TYPICAL FRAME WALLS (2) PIECE5 G.P.TOU6HROCK i UNITED STATES GYPSUM GO -- Type SLX FIREGUARD TYPE X 5HAFTLINER, EYP. BD. OR MINERAL UNRATED WATER PROOF BOARDS W/ USG MEXICO 5 A DE G V --- Type SLX. WOOL FIRE: BLOGKI yyANDOW FIBERGLA55 FIN15H ON BOTH 510B y a g AND ED6E5 ASW CLIPS OR .013 U PROTECTED WALL: (Bearing or Nonbearin Noll) - - -- - ----� ALUM ANGLE CLIPS o 0 0 ° o o g W g T 2 HOUR FIRE RATED RESISTANCE I" AIR SPADE `� `� `� Q `� `� here nece55ar for clip attachment. Min 3/4 in. WALL A55EMBLY SHOWN HATCHED DOUBLE H-STUD TRACK > a g n 24 in. OG. 5tud5 cro55 braced at mid-height w p -- 2 b 4 in. max Spacing y 4. Wood Studs Nom SGREWED BAGK TO BAGK w 00 v 5eparation between Woodframingand f ire Separation wail. Ile _ Item 4 not shown -- For Bearing Wail Rating - Gorro5lon protected Steel studs, min No. 20 M56 2020 NYRE 1065 WRIZONTAL CMIW11Y: DOUBLE H-STUD TRACK SGREWED FILL I° CAVITY AT FLOORS AND N 4A. 5teel 5tud5 -- (AS an alternate to ) g g p FIRE KAW 9WL BE coHnraM FROM BAGK TO BAGK GEILING H/GYP.BOARD OR MINERAL (0.032 in., min bare metal thickness) steel or min 3- I/2 in. wide, min No. 20 656 (0.036 in. thick) goly Steel or No. 20 M56 (0.033 in. thick) EXTMOR MU TO EXTERIOR KAU W I" AIR 5PAGE WOOL FIRE BLOCKING N primed steel, cold formed, 'shall be, designed in accordance with the current edition of the Specification for the Design of Gold-f=ormed Steel UNRATED = " 5TG RATING Structural Members b the American Iron and Steel Institute. All design details enhancing the Structural into of the wall assembly, including 2 H-STUD TRACK y 2020 NY5BC 5EGTION 706.5 WINDOW (2) PIECES G.P. TOU6HROGK I the axial de5i n load of the Studs, Shall be a5 specified by the Steel stud designer and/or producer, and Shall meet the requirements of all # FIREGUARD TYPE "x" 5HAFTLINER, 2x4 P.T. 51H PLATE USG BROCHURE 5A100 (FIRE RESISTANT z H g EXCEPTION 2 _ a licable. local Code a encie5. The max Stud spacing of wall a55emblie5 Shall not exceed 24 in. OG. 5tud5 attached to floor and ceiling UNSPRINKLERED BUILDING:: _ � - — — - WATER PROOF BOARDS W/ ASSEMBLIES) pp n Type 5-12 Steel screws on both sides of studs or welded or bolted connections designed in accordance with the FIRE RETARDANT TREATED ��_ _ FIBER6LA55 FINISH ON BOTH 51DE5 _ GARAGE PAGE 22 (AREA SEPARATION WALL w tracks with I/2 in. to by U g yp ) ,r_ 2020 NY5BG 5EGTION 1065 AND EDGES _ UNEXGAVATE V TYPICAL SYSTEMS) } A151 Specifications. Top and bottom tracks shall consist of steel members, min No. 20 M56 (0.032'1 in., min bare metal thickness) Steel or min SHEATHING TO EXTEND 4-0 ON — -- -- - EXCEPTION #3 6ARA6E SLAB TEST #UL DE5 U341 O w W No. 20 G56 (0.036 in. thick) goly steel or No. 20 M56 (0.033 in. thick) primed Steel, that provide a Sound structural connection between BOTH SIDES OF 2 HOUR FIRE $UILDIN6s EQUIPPED 1^U NEPA 13 OR RATED RE515TANGE WALL '4"P G.SLAB(MIN.3500 P51 GONG) o REINFORCED WITH bxb,to/lo W.W.M. AGOUSTIGAL PERFORMANCE _ :TG 60 > steel Studs, and to adjacent a55emblie5 Such as a floor, Ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel ASSEMBLY AND OFFSET WALL NEPA 13R SPRINKLER: I) a a •TAMP d PILL TO 95%DEN5ITY TEST#RAL-TL-bb-350 fasteners Spaced not renter than 24 in. O.G. Studs cross-braced with stud framing at midheight where nece55ary for clip attachment. Min 4'-0" MIN. 4'-0" MIN. FIRE RETARDANT TREATED SHEATHING (I)#4 HORIZ.REBAR ° 'SLOPE GARAGE SLAB Dowty 2" BASED ON 2x4 FRAME WITH MIN. 3" Z o 3/4 in. Separation between Steel framing and area Separation wall. Finish rating has not been evaluated for 5teel 5tud5. AT 2 HOUR FIRE RATED RE515TANGE rowAizD56Arv,6E DOOR MINERAL WOOL BATT AT EACH 510E p g p g HALL A55EMBLY END 8 WIDE x FULL O 4B Steel Studs -- A5 an alternate to Items 4 and 4A, for use in Configuration B only, not Shown) -- For Nonbearing Wall Rating - Channel 2 HR FIRE RESISTANCE HEIGHT OF 2 HOUR FIRE RATED a SECTION 12063 OF FLOOR/CEI EILIN6 WALLS, w 4 Shaped, fabricated from min 25 M5G corrosion-protected 5tee1, min 3-1/2 In. wide, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 RESISTANCE HALL A55EMBLY a Q. PARTITION: AND RATIN GPHEL p p LLA SEMBLY DETAIL 2 _ _ 1 in. OG. Studs to be Gut 3/8 to 3/4 in. less than assembly height. Top and bottom tracks shall be channel Shaped, fabricated from min 25 MSG RATED WA S ASSEMBLIES SEPARATING DiWELLINb UNITS corrosion- rotected Steel min width to accommodate stud Size, with min I in. Ion le 5, attached to floor and ceiling with fasteners 24 in. OG FROM EACH OTHER OR FROM PUBLIC OR ❑ p � g g a SERVICE AREAS SHALL HAVE A STG OF 50 w max. 5tud5 cro55-braced with Stud framing at midheight where nece55ary for clip attachment. Min 3/4 in. separation between Steel framing and N.T.S. OFF-5ET EXTERIOR WALLS F1"� a. OR MORE. _ area Separation wall. Finish ratinghas, not been evaluated for Steel 5tud5. (1)#4 HORIZ.REBAR 0 MID PROVIDED DSD 5TG=60 � ~ 5. 6ypSum Board -- GIa5Sified orUncia551fied -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. 6yp5um board attached to TYPICAL FRAME WALLS 2 HOUR FIRE RATED HEIGHT OF WALL STORY ° a ' z w RE515TANCE HALL A55EMBLY LLONGN+3" HO O,b ( I 5tud5 with 1-1/4 in. long Steel drywall nai15 Spaced b in. OG. Vertical joints located over 5tud5. (Optional) Joints covered with paper tape and 5HOHN HATCHED ° 8" MIN Z w EMBEDMENT) OR ADHESIVE Z Q joint compound. Nail heads covered with joint compound. a NOTE: UL #33b EXGEED5 CURRENT FIRE CODE C7 6. Attachment GIip5 -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. GIip5 Secured with Type 5 screws 3/8 in. long to UNIT UNIT 12" FOUNDATION HALL ON 24NI2" KA5HER PL®24"O/G STANDARDS AND REDUCES SOUND TRANSFER co "H" 5tud5 and with Type W e,crew5 1-1/4 in. long to wood framing through holes provided in clip. UNRATED WINDOWS P.G. FOOTING BETWEEN UNITS „ „ AND DOORS � ��RED Roti 6A. Clip placement (Item 6,) for separation walls up to 23 ft high. Space Clips a max of 10 ft OG vertically between wood framing and H v �� °gER °tiF �T studs. — p °a Q �� _ �G �� 6B. Clip placement (Item 6,► for 5eparation Walls up to 44 ft high. Space clips o5 described in Item 6A for upper 24 ft. Remaining wall area _ _ _ — ft OG vertical) between wood framing and H 5tud5. L� ° _ below reg�uire5 GIip5 spacE:d a max 5 y g — nt Item 6) for Se aration Walls u to 66 ft high: 5 ace cl i 5 as described in Item 6A for upper 24 ft. Space clips as HORIZONTAL #4 6G. Clip placement ( p p g p p described in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires GIip5 Spaced a max of 40 In. OG vertically ❑ 8" UNRATED SIDING (TYP) a a, between wood framin and "H" studs. NE`N g ° UNITS 5 7 1. Non-Bearing Wall Partition Intersection -- (Optional) Two nominal 2 by 4 in. Stud or nominal 2 by 6 in. Stud nailed together with two Sin. long 4'-0" MIN. 4'-0" MIN. ° JOB;i6023 IOd nails spaced a max. 16 in. OG. vertically and fastened to one Side of the minimum 2 b 4 in. stud with 3 in. Ion IOd nails 5 aced a max 162020 NYSBGSECTION 706.5 EXCEPTION #3y gp BUILDINGS EQUIPPED H/NFPA 13 oR NFPA 13 SPRINKLER: 2020 W56G SECTION 1065 EXCEPTION #2 in. OC. vertically. Intersection between partition wood 5tud5 to be, flush with the 2 by 4 in. 5tud5. The wall partition wood studs are to be FIRE RETARDANT TREATED SHEATHING AT 2 HOUR FIRE RATED UN5PRINKLERED BUILDING5: 2 HR FIRE RESISTANCE (MODEL B- 2) w 2 framed with a Second 2 by 4 in. wood Stud fastened with 3 in. long IOd nails Spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall RE515TANCE HALL A55EMBLY END &" WIDE x FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED 5HEATHIN6 TO EXTEND 4'-0" partition intersection per E>tud cavity. Non-bearing wall partition Stud depth Shall be, at a minimum equal to the depth of the wall. ON BOTH51DE5 OF 2 HOUR FIRE RATED RESISTANCE RATED WALL ASSEMBLY DETAIL s = SHEET NUMBER 2 HR FIRE RESISTANCE HALL A55EMBLY & 58 (MODEL0- Bearing the UL GIa55ificat•ion Mark RATED WALL ASSEMBLY DETAIL 3 N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOGATIDNS FW2 0- .- z ,� Last Updated on 2010-10.-21 N.T.S. AT FLUSH GONDITION FW2 USG AREA SEPARATION WALL SYSTEM UL# U336; B- 1 15 ) w 2 TEST #RAL-TL-88-3 50; ST - o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED