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HomeMy WebLinkAbout46291-Z �O�OS�FFOLr r Town of Southold 8/22/2022 o P.O.Box 1179 o • 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43343 Date: 8/22/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING I Location of Property: 11 Farmstead Ct Unit 53,Cutchogue ' I SCTM#: 473889 Sec/Block/Lot: 1P2.1-2-27 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated i 5/4/2021 pursuant to which Building Permit No. 46291 dated 5/21/2021 was issued,and conforms to all of the requirements o�the applicable provisions of the law. The occupancy for i which this certificate is issued is: single family dwelling with unfinished basement, covered porch, screened porch and attached garage as applied for. Unit 53 i The certificate is issued to Rimor Development LLC i i i of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0107 7/5/2022 ELECTRICAL CERTIFICATE NO. 46291 8/11/2022 PLUMBERS CERTIFICATION DATED 8/8/2022 Alu lk Nmbing C tractors Inc u 06 Signature su fatc TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE D,y�o! SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46291 Date: 5/21/2021 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per Planning & SCHD approvals. (Unit# 53, B model) At premises located at: 11 Farmstead Ct Unit 53, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-2-27 Pursuant to application dated 5/4/2021 and approved by the Building Inspector. To expire on 11/20/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,787.60 CO-NEW DWELLING $50.00 Total: $1,837.60 Building Inspector SOl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 11 Farmstead Ct Unit 53 city,Cutchogue st: NY Zip 11935 Building Permit#: 46291 Section: 102.1 Block: 2 Lot: 27 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 54 Ceiling Fixtures 19 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 4 Smoke Detectors 3 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 32 Heat Detectors 1 Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights $' Dryer Recpt G8S Emergency Fixtures Time Clocks Disconnect 2 Switches 27 4'LED Exit Fixtures 11 Pump Other Equipment: Fridge, Oven, Micro./ Hood, DW, W/D, Gas FP, Septic Disco, 150A Panel - 30 Circuits /22 Used Notes: New One Story w/ Unfinished Basement Inspector Signature: Date: August 11, 2022 S.Devlin-Cert Electrical Compliance Form OTownsolo.- Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SO'UTHOILD CERTIFICATION Date: 4U, _ Urt9 ►�/ A Building Permit No. o9 )��-�l t� 44 J'v� Owner: \�nr1o � LLC (Please printj� Plumber: All su-4o JV- ' (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day of . 20 � Notary Public,�,A--County Abviry -1081 71% Notary PlibllC,Stag of Nev,Y071, Reg.loo.01 F16368a&i riN1 in Q!lYoIk County �P SOF SOUIy # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE`& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION , [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLAT�i [ ] PR C/O R ARKS• _ _ DATE INSPECTOR �apF S0(/ly0 5 # # TOWN OF SOUTHOLD BUILDING DEPT. `ccvurm,��' 765-1802 -1 NSPEC ION .. [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] _ UNDATION 2ND - [ ] INSULATION/CAULKING [ FRAWNG /G :PAI2PINr [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ]- FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [" ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: I/d� l/A V 6A kk fh- rSW .a5mve, _ t IN PE DATE TOR S C - _ - f l OP SOGIyO� L7 6 ze, # TOWN-OF SOUTHOLD BUILDING DEPT 765-1802 INSPECTION [ `] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING- [ ] FINAL [ ]. FIREPLACE&CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]° FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ - ]' ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: r,(tmte) Isen-L f 4- si acvv Lv DATEh/S- INSPECTOR o�pF SOUTO � 6 # # TOWN OF SOUTHO.LD BUILDING DEPT. 7654-802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PL13G. [ ] 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: Qra C& � 1 NMA/v �� �Vkl� ` DATE `/ `/ (�" (- INSPECTOR qjf so # # TOWN OF SOUTHOLD BUILDING DEPT. �ourm 631-765-1802 ��'' INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE If INSPECTOR Ir� �o�a0ES0UTyolo voi+ L1l I * * TOWN OF S U kLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATrION/CAULKING n [ ] FRAMING /STRAPPING [ FINAL 1`� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/ [ ] RENTAL REMARKS: b 1� DATE v INSPECTORxi GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 May 01, 2022 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit#53— Permit#46291 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. Vii fitted, 'GRED ARC \5 BERT C F y X CA C7 Z.G A, LEED AP 0238ArJ OF NE�`l Home Energy Rating Certificate Property HERS Juniper B - Unit 53 Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2022-08-11 Rating Number: MC123 11 Farmstead Ct Registry ID: 392303891 Cutchogue , NY 11935 Estimated Annual Energy Cost HERS Index: 53 Efficient Home Comparison: 47% Better Percent Use MMBtu Heating 53.7 Cost Cost$107 8% General information Cooling 0.9 $53 4% Conditioned Area 3260 sq. ft. House Type Townhouse, end unit Hot Water 11.0 $12 1% Conditioned Volume 31155 cubic ft. Foundation Conditioned basement Lights/Appliances 21.8 $1046 78% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $120 9% Mechanical Systems Features Total 87.4 $1338 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 25.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 148 cfm, 30.0 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI ECCC New York State 2020 Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.320, SHGC: 0.300 Above Grade Walls R-21.0 i`.. nfiltration Rate 1394 CFM50 (2.68 ACH50) Foundation Walls R-1 3.0 Method BLoviAr door-17 Michael Fauci _ 1,394 CFM x 60=83,640 / 31,155 (m2.68 ACH 50 Pa Energy Testing Services Lights and Appliance Feature 1648 Locust Ave, Unit E Interior Fluor Lighting(%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY, 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Ext. 105 Refrigerator (kWh/yr) 568 Clothes Dryer CEF 3.94 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. NY-ECCC 2020 Certificate 11 Farmstead Ct, Cutchogue , NY 11935 Building Envelope Insulation i 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: 1394 Clg: 1394 CFM50 Duct NA Total Duct Leakage 25.00 CFM @ 25 Pascals Window Data U-Factor— SHGC — Window 0.320 0.300 -------------- ----------------------------- j Mechanical Equipment HEAT: Fuel-fired air distribution, Natural gas, 95.0 AFUE. COOL: Air conditioner, Electric, 16.0 SEER. DHW: Conventional, Natural gas, 0.69 EF, 75.0 Gal. I HERS Index: 53 —� Builder or Desi pr ess✓i n/aall Signature REM/Rate - Residential Energy Analysis and Rating Software v16.0.6 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 I Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, i Louis DeSantis President s 20 Feldland Street, Bohemia. NY 11716• (631) 563-1298 • Fax: (631) 563-2954 CFtCI-i ARCHITECTURE PC 5750 ExPREss DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 W W W.(BRCHARCHITECTURE.COM 637)864-3398 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insul tion produc s noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 %" (provided ± ") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Ca4"ll Spray Foam Insulation report less than (see products sheet) provides flame spread index of 25 or less and smoke development index less than 450 in accordance with ASTME84. Draped Foundation WalI Insulation Blanket .(Residential Code Section R302.10.1 Insulation materials, Inc uding facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not o exceed 456. . Provided/ Installed: "Ecotouch 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 ASTM espectfu ly submi ed, �ERED ARC co�5 05SRT C/y�y�X �E' �C A � v 2 Glen Cherve y IA, LEE AP Principal 0238A OF Q� OF NE�`t GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANOIA, 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#53—Permit#46291 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. Respe � ully s mitted, S��RED ARC 0ERT C& C, Glen e eny, AIA, LEED AP Princi N '9 023B113 Q T�Or NE�-1 Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 11 Farmstead Ct City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional fortns if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2022-08-11 Outdoors Temp During Test: 82 OF CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) j Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes 0 No�✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes Q No❑ Type: Furnace ✓❑Boiler❑Heat Pumper Other❑ z Venting S iType 3 Drat _ p llage S ills a CO CO E tcienc Fuel Tvpe Circle Type) Pasca] (Worst Case (Natural) (Worst Case atural Rating:95.0 N✓❑P❑O❑ED NQ�,0M❑S_Z N/A Pa. Pass❑✓ Fail❑_ PassOFail❑ NIA Ppm N/A PPM Yes ❑✓ Type: Stanrec Standard Tank ✓[Indit Tankless ❑ Size: 75.0 Style Common Vent El Water Heater Primary: aNo Instantaneous❑Commercial (See Note 5below) (Gallons) Stand Alone ❑✓ s z Venting Type 3 Drat Spillage Spillage(Natural) CO CO Efficiency Fuel Type (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.69 1 N_❑✓ P00❑E.❑I N❑M[:1SZ✓ N/A Pa. Pass ✓❑Fail❑ PassoFaill] N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 1Z No Oven CO 2 PPM Ambient CO(During Oven CO Testing) o PPM Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal z Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) Water Healer Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: Date: 2022-08-11 v - ' wrightsoft� Manual S Compliance Report Date: Jul 22,2022 Entire House By: Energy Testing Services... Energy Testing.Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingseMces.com Project • • For: Unit 53- 11 Farmstead Ct., Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.07 Sensible gain: 15312 Btuh Entering coil DB: 75.7°F Outdoor design WB: 71.0°F Latent gain: 2546 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 17858 Btuh Indoor RH: 50% Estimated airflow: 700 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 700 cfm Sensible capacity: 14700 Btuh 96% of load Latent capacity: 6300 Btuh 247% of load Total capacity: 21000 Btuh 118% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0'F Heat loss: 30808 Btuh Entering coil DB: 62.9'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: 638 cfm Output capacity: 36800 Btuh 119% of load Temp. rise: 53 'F Meets all requirements of ACCA Manual S. wrightsoft" 2022-Jul-22 14:38:57 ,�^/��y ,,w,,,.,a,,,,ro,,,w,,,,,,v,,,,,�, Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 /CCK...Rimor Model B MAN JSD\Rimor Model B MAN JSD.rup Calc=MJ8 Front Door faces: W Residential Form RIPER I ACCA. - Examiner(Loads, Equipment, 15 Mar 09 PtcaG.Ynlgtx&AnCanot a Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J 1 Form(and supporting worksheets): Yes i1 No ❑ Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes r-1 No ❑ OEM performance data(heating,cooling,blower): Yes F-1 No 7 Building plan#: Manual D Friction Rate Worksheet: Yes o No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): Model B (Juniper), Entire House HVAC I LOAD CALCULATION 4, Design Conditions Buildinq Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature: 68 =F North,last,west,south,Northeast,Northwest,Southeast,Southwest Total heat loss: 30808 Btuh Number of bedrooms: 2 Conditioned floor area: 3306 ft' Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 °F Windows Root Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 10.0 ft Sensible heat gain: 17400 Btuh Internal shade: none Blinds,drapes,etc. Eave Latent heat gain: 2894 Btuh Depth window Total heat gain: 20294 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 Heatinq Equipment Data Coolinq Equipment Data Blower Data Equipment type: Gas furnace ETlipmenttype: SplitAC Heating cfm: 638 Pumace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 700 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for sign airflow Heating output capacity: 36800 Btuh Total cooling capacity: 0 Btuh de 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 .• Design airflow: 700 cfm Longest supply duct: 201 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 144 ft Trunk duct: Sheet metal Total deviceressure losses: P -0.6 in H2O Total effective length(TEL): 344 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.003 in/100ft Branch duct: Round flex metal,Sheet metal Friction Rate=ASP+(TELx 100) declare the load calculation,equipment,equipment selection a • duct desig n were rigorously performed based on - building plan listed above. I understand the claims made,on - -forms will be subject to review and verification. i Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having • . *Home qualifies for MJ1AE Form based on Abridged Edition Checklist i I Wfights�fta Ri9 ht-Suite®Universal 2018 18.0.32 RSU20066 oft .{ Load Short Form Job: wri htsoft Date: Jul 22,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 53-11 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/ 1017 cfm Daily range M Inside humidity (%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 53 °F Total cooling 21000 Btuh Actual air flow 638 cfm Actual air flow 700 cfm Air flow factor 0.023 cfm/Btuh Air flow factor 0.047 cfm/Btuh j Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.86 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) I Star 0 56 1182 132 28 6 Bsmnt 1624 6621 733 155 35 M bath 134 1337 1259 31 59 M bed 259 2834 2247 66 106 LN 9 0 0 0 0 WIC1 33 0 0 0 0 WIC2 32 0 0 0 0 j Laundry 59 301 522 7 25 Hall 48 155 101 4 5 Bed 2 178 2099 1689 49 80 Breakfast 126 3743 2442 88 115 Kitchen 132 1393 1764 33 83 Foyer 76 999 319 23 15 Bath 2 51 256 58 6 3 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i vtrrilghtsoft 2022-Jul-2214:38:57 �, n.,a.r-rmmni+n..oft Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 �CI�...Rimor Model B MAN JSD%Rimor Model B MAN JSD.rup Calc=MJ8 Front Door faces: W WIC 25 0 0 0 0 Dining 133 1721 750 40 35 Living 330 4629 2806 108 133 Entire House 3306 27272 14824 638 700 Other equip loads 3536 488 Equip. @ 0.88 RSM 13474 Latent cooling 2546 TOTALS 3306 30808 16021 638 700 I I I 1 I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft® 2022-Jul-2214:38:57 �•"t• ,wi.o-iuna..w...,ampro Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 flli�...Rimor Model B MAN JSD\Rimor Model B MAN JSD.rup Calc=MJ8 Front Door faces: W Project Summar Job: wrightsoft- 1 Date: Jul 22,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • • For: Unit 53- 11 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 27272 Btuh Structure 14824 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (56 cfm) 3536 Btuh Central vent(56 cfm) 488 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 30808 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 13474 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) / 1 Pressure/AVF 50 Pa/ 1017 cfm Structure 1402 Btuh Ducts 0 Btuh Central vent(56 cfm) 1144 Btuh Heating Cooling Outside air Area(ft') 3306 3306 Equipment latent load 2546 Btuh Volume(ft3) 20331 20331 Air changes/hour 0.25 0.11 Equipment Total Load (Sen+Lat) 16021 Btuh Equiv.AVF (cfm) 85 39 Req. total capacity at 0.70 SHR 1.6 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 f AHRI ref Coil ' AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 53 °F Total cooling 21000 Btuh Actual air flow 638 cfm Actual air flow 700 cfm Air flow factor 0.023 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Jul-22 14:38:57 ��twrigFtitso4t^ Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 01M...Rimor Model 8 MAN JSD\Rimor Model B MAN JSD.rup Calc=MJ8 Front Door faces: W N Level 2 Broan Exhaust Fan Model L150 56 CFM Energy Star continous User Timer 127 cfm &71 cfm iq &159 cfm M bath M bed Living adiab LN Hall 116 cfm WIC1 WIC2 WIC 791 cfm Launrin, Dining a cfm 30 m Stair 2 6" Bath 2 �` 8 cfm k7 cfm Foyer Garage 12-0" Kitchen 00 cfm Bed 2 5'0" 96 Cfm IF &1 8 cfm Breakfast Job#: Energy Testing Services LLC Scale: 1 :93 Performed by Energy Testing Services L... Page 1 Unit 53-11 Farmstead Ct 1648-ALocust Ave Righ;8 0 3®RSU Universal rsal2018 Bohemia,NY 11716 2022-Jul-220'32RSU20066 9:09 Cutchogue,NY 11935 Phone:631-244-2627 AN JSD�Rimo1 : MAN JSD.rup r.b.d elfino@energytestings ervices.com N Level 1 296' 1 1 C adiabati80 0" 28 0" 219 Cfm smn 26 2 x16 Make up air 56 Star 0 16 x 16 CFM Skuttle c mmodel 2161 6' 20 6" 23 0" 2' 1 ---- 5',6" Job#: Energy Testing Services LLC Scale: 1 :93 Performed by Energy Testing Services L... Page 1648-A Locust Ave Right Suite®Universal 2018 Unit 53-11 Farmstead Ct. Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2022-Jul-2214:39:06 r.b.delfino ener ..ANJSDRmorModeIBMAN JSD.rup @ gytestingservices.com Duct System Summary Job: - wrightsoft° Date: Jul 22,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 53-11 Farmstead Ct., Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.006/0.004 in H2O 0.006/0.004 in H2O Lowest friction rate 0.003 in/100ft 0.003 in/100ft Actual air flow 638 cfm 700 cfm Total effective length (TEL) 344 ft Supply Branch Detail 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 256 7 3 0.004 4.0 OX 0 MtFx 8.5 150.0 st1 Bed 2 C 1689 59 96 0.003 9.0 Ox 0 MtFx 27.3 150.0 st1A Breakfast c 2442 105 138 . 0.003 10.0 OX 0 MtFx 41.5 130.0 st1 Bsmnt h 6621 186 42 0.003 12.0 OX 0 MtFx 26.5 140.0 st2 Dining h 1721 48 43 0.003 6.0 OX 0 MtFx 16.5 160.0 st2 Foyer h 999 28 18 0.003 5.0 Ox 0 MtFx 17.5 160.0 st1 Hall C 101 4 6 0.003 4.0 Ox 0 MtFx 20.3 150.0 st2 Kitchen C 1764 39 100 0.003 9.0 OX 0 MtFx 31.8 140.0 st1 Laundry C 522 8 30 0.003 5.0 OX 0 MtFx 6.0 165.0 st2 Living C 2806 130 159 0.004 12.0 Ox 0 MtFx 31.3 130.0 st2 M bath C 1259 38 71 0.003 8.0 Ox 0 MtFx 40.5 160.0 st2A M bed C 2247 80 127 0.003 10.0 Ox 0 MtFx 31.3 150.0 st2A Star 0 h 1182 33 7 0.003 5.0 Ox 0 MtFx 22.0 165.0 SO SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2A Peak AVF 117 199 0.003 223 15.4 16 x 8 ShtMetl st2 st1A Peak AVF 59 96 0.003 144 11.4 16 x 6 ShtMetl st1 st1 Peak AVF 272 363 0.003 204 19.0 16 x 16 ShtMetl st2 Peak AVF 494 477 0.003 202 21.6 16 x 22 ShtMetl Bold/italic values have been manually overridden -�-wrights®ft, 2022-Jul-22 14:38:57 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 /'hiVl1...Rimor Model B MAN JSD\Rimor Model B 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 0 547 791 143.8 0.003 215 26.0 Ox 0 ShMt rt1 rb1 Ox 0 219 49 0 0 0 0 Ox 0 MtFx TableReturn Trunk ,Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 547 791 0.003 215 26.0 0 x 0 ShtMetl - -wrightsoft, 2022-Jul-22 14:38:57 At •�.,•ren.e��iw,...,�.p..r Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 / �...Rimor Model B MAN JSD\Rimor Model B MAN JSD.rup Calc=MJ8 Front Door faces: W OFFICE LOCATION: - MAILING ADDRESS: Town Hall Annex ® '; P.O.Box 1179 54375 State Route 25 4 U Southold,NY 11971 ®�: `. (cor.Main Rd.&Youngs Ave.) Telephone:631765-1938 Southold,NY ?� www.southoldtownnY.gov -G, �: 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, r Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer SCOTT A. RUSSELL MICHAEL M. COLLINS9 P.E. ti :. SUPERVISOR TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD .. '� TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—1560 O �°h' Fax (631)-765—9015 :'�`r�'�'`'`'� ���y4 MfGI•Ii1LT_.C�i.INS�t O1V?+9-SOCr1`ti01=R-{4\'-:!'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 �r A t 'M'h'o � % -� ��• � ,:�'f` .. .. f' � �.. ti y �L.� �.. max. ��. w+' •X'7: �,� 1;; /////"s :y ~ata ''S' }7.y !� �'�•- I •,�Y.y 'ji _ N,�Y•f \ i a _ .. ,;y� y+�.�._.»•s rye ti-�-•`' �;a .,� �- a '��L •�. r n 4 = Acj �' v,. "+tea`.. ♦ .. •{» .. r'f'7'+y-.'� i �..•� -.� `y.. moi► �� ��.f�� ' .. { ,✓� �': ~ o„�� )"'_� s � .,arc ..».., � .rte. �`\ �a ` � -i fix � w- t Y •,r�> T� `�7��' � T � '� 'v.�+x `fir: ol V� t -:'r y,,+`� _5'�.t, r'�5 ti'Ay'r r..+l+r i.1�. .,N= w •x► -+,�,j 14 eS SFI PAW �� w. t „wwr 1 .r^•e' + ` Ill' •.M � '. i' { �:..��.. '” ..,+_' ' +.'_+_ �`7 Yi. d -J r •9 �t i T 1 Zr 70, At �Y[ ✓ e y� w t a� ti �p� •r r4 ' l �'�� r '.�� � '��jy-iq`Il .M �( �l«n• L e ._. �In���lpl��. �� t out ,1: ' it 1 +� '• _ r cam` r :,�. � ...�•' � � ;���� ,, Yom,, _t � 1 dl �irta -• �F ,•^ � - _ { 'Awl, car j^ � w f�i�' ..rim � ,�, � -� ► � ► ..��� , FOUNDATION(IST) • e • e A 'ROUGH.FR PLUMBING'e ml l i ! s • • e • ee ® • ea w lowril,"It Oil tMI , / � 0 W • opo uFFQt too TOWN OF SOUTHOLD—BUILDING DEPARTMENT y z Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy • o� Telephone(631) 765-1802 Fax(631) 765-9502 httns://www.southoldtownny.gov CD�teti�e�i For Office Use Only `" PERMIT NO. Ll� Building Inspector: � � 1 - MAY - 4 2021 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. APPLICATION FOR BUILDING PERMIT ' Date: Ll —� OWNER(S)OF PROPERTY: 7 Name: Rimor Development Tax Map#:SCTM#1000- 102.01 - 02- Physical Address: r �# �GYIM1 I Ici 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 $ 2.L40 1.000 ► 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: 1 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? 2Yes ❑No IF YES, PROVIDE A COPY. on file with buoldina department 2 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Se on 210.45 of the New York State Penal Law. Application Submitted By(print na e : Henry 2Authorized Pent /Downer Signature of Applicant: Date: L 2�,7 1-11 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 A-A4 , 20 (9-( Notary Ulic N T SHERRY PIRONE PROPERTY OWNER i4UTHORI A�I Y PUBLIC,STATE OF N]2023 istration No, 0lPI638 (Where the applicant is not the ner)Qualified in Suffolk Cou Commission Expires ]March I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 ':off O�r'r Telephone (631) 765-1802-FAX (631) 765-9502 Temporary Certificate # 10 7 :7 Date 2021 Customer Name WAVLv es-r?biNT& Electrician Name T L M Address FARMSTEA-D C-r Jim rr* s Phone b 120 5662Z e-mail e-mail NI`T L * -!coo . ca Phone License # "3'7 O0 M Size A Phase Overhead Underground #of Meters Remarks I I 4 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#1 1Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation 1 is complete,the town will conduct a premises inspection of the service equipment. l This verification is valid for 9tds from the date above, Authorized by ' i i o, S%3xFFOL. - BUILDIING DEPARTMENT- Electrical inspector TOWN OF SOUTHOLD C/o Town Hall Annex - 54375 Main Road - PO Box 1179 Ped, bow 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 �� �� v�, �!> Date: ,_ -( Company Name: C ~Name: License No.: email: Address: ; Ps c .JOIE SITE INFORMATION: (All Information Required) Name: 4,1,-"T Address: r)u Cross Street: Phone No.. Bldg.Permit email: 4; `IVY, ;i Tax Map District: 1000 Section: Block: u .Lt1) Lor: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply, Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: CEO/ NO Issued On cma, 1 emp lnformatl® _ (All information required) PService Size -1 P 3 Ph Size: /.`�C� A # Meters Old Meter# d t ew Serviw - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Lateralst 1) 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION r� 0� 82-Request for Inspection Formals ,A/ l� PERMIT 9 Address: Switches outlets, G FI's Surface Sconces H H's f UC Lts Fans .Fridge.....: HW Exhaust Oven W/D Smokes DW f Mini Carbon Micro : Generator Combo Cooktop Transfer AC AH Hood Service . Amps' Have Used Special: ��� 50 Comments / -BUILDING DEPARTMENT-Electrical Inspector _ 2 O 2021 TOWN OF SOUTHOLD SSP Town Hall Annex - 54375 Main Road - PO Box 1179 oypQ �o� Southold, New York 11971-0959 .,k r Telephone (631) 765-1802 - FAX (631) 765-9502 roper.richert(a-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: ' 1 e c Name: License No.: '-�J bb 016 email: �� 3, CL;> -, Address: 7, ; y �- j1 Phone No.. 2,2 Com , 1p JOB SITE INFORMATION: (All Information Required) Name: Address: DU-9J A t n Cross Street: t L Phone No.: BIdg.Permit#: 4�2Remail: Tax Map District: 1000 Section: • ,c Block: (��.(; Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) CiQcle All That apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: CyW NO Issued On cma, l 22- ZI Tamp Informati® (All information required) Service Size -1 P 3 Ph Size: _15-C> A # Meters�_ Old Meter# EE�Se�rvi5e - Fire Reconnect- Flood Reconnect- Service Reconnected -Underground - Overhead # Underground Laterals(T) 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION �\ rill 82-Request for Inspec8on Form.xls ^/ _(�% O��S�FFO(�c�G Town Hall Annex 54375 Main Road �Q �� Telephone(631)765-1802 P. O. Sox 1179 _ Fax(631) 765-9502 Southold, NY 11971-0959 � f� BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AMD/OR TIMBER CONSTRUCTION Date: ',— Owner:- ate: 'Owner: Yy), a ,� �Yti ' LLQ, . tea Location-of Property: Please to `otice that the..{check applicable line): New commercial.or resi entia - _ d. (,structure . - Addition to existing-commercial?or residential structure' RehabilifiatiQn o:•an existirig'cornrtiercial or residential;structure to be.constr'ucfed`o:r performed at the subjecfproperty reference:above will-:utilize (check app(' ab(e�line): Trt iss type:-construction (TT} . Pre-engine'deb l Wood-construction (PW) Timber construction(TCS in the following location(s) (check appli6aI5Ib�Jine): - Floor framing, incl ing girders and beams (F) Roof framing (R Floor and roo f a Ing ( ) . Signature- Name (person submitting this form): � Capacity (check applicable line): :Owner Owner representative TrussReg15.docx Effective 1/1/2015 11 r i 1 i I g``` -x'-'.dk;,r� -'D� s�v��:�•r. .r.•ti'T y� rf:.�•�'`' L�`�t�r °t `GirS, ij�- �'�-��T'rr'�.,�.�� .+''f��i�N1'`�`rl�` ';:�"�71�,r fi�+r'i� !•�.:/�•�rcx��.Z� .it'41� �jL��Y. • : �'.+ uS,f'g` , r'-'"s'moi',. 4 4 7 Zs+7'tYr �"';'fi).�`tt't'+.'.- .::.�''i4' .�.': T'f � 1 ?tJ,. j }"s`' �,z E c �t'tI,C��y'"-s•'��"' r,`?L.•i w'}�.t /' •?i fr�';r - •t,= �..�:!s(� -`.�leh !r%J)1 ` tl.r.�•.e.,e J,±•. ;rN �u:,,.r r � .4 G r ;t•L 1, 1 nr'•til- l 'r r 2 r� 1 ! �o; _- .-...>r+s?'; -,MKr rr� r•� ,\ � r + If r l ,. �!l, yt� Ai )nt ) _.�r _� Y tI� � r }, 1 � �, '' � 4• rs+• �1 r 'f sof lti�`�j� z, + jar Y z •:r �f :_ r r� i t 1 + •I t �, r- � / r �, •)'� r � n � r_lye ' ,rE. tel.:; � e��y ! t j i l�1` l 'i t I i tai r ,�; ii r_. I.. )� _r_ � � . -, ; � ��; d �;�, r: y ,^ --� •.>•: -' - � .....�.3 u t r� � ! . �' d �. V ,4 ✓ r t � C ',i -i -'+�. k � r /� c_ �� •�4 i':��r ter i i'' !,' . ; �' ° M ; -- x s . �'�-"' ."¢,.. ♦ fry r � .:�,s.y� "� � v.—.�,a _ s+°E7',.yu+'G� � i+1 � �,'S � �'Oe� w�A• 5 `-�..n Y '� •'•' • o- X. � ' • .,fir •AIM- CLUBHOUSE 6.190 GFA �. ' i�•fI STORY Lu EN EN � ' _�` • ••• Er-h- • �i�r y�i1 fir: 7 s;' �j-i�j�.T'h:��1�"ri.."t�ll�ii,"f^"i�•11.�1�_,"Il.: ,a,•� �.i!—I�tr!rr—r�—i!"ti-t!—t!Vii_t�-t�—r�iw r iai^s!i �'��rli'�lrtlrt�rl�-lam-ir Irlsilri�rl �ia� a•i� �I�.e���tl�r�.h..ah.•I�Il�lwi��•,_.I�..ir� �,�a• .*aim F���:�;— - ,.tri •'�y*i ♦i:��i� ��i ••a�, ••�•i•.♦ :••• \•••ate•• a•�•�•�4�±�%:i,�g�l��a. Imo• � � ! ♦ �! •�� -!�! ! • •_ •..�-�. ••••a• t••a _yaal.�.a••aaayla �•� ht j••b!•' 1 Ryr m } v r.. m � m -1IPE SHALL BE 15" CPP WITH A SLUPL UI­ UZ • STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS FOLLOW UNLESS OTHERWISE NOTED: • OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES. IECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE E MINIMUM 6" DR-18 PVC OR CAST IRON WITH A ' BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT 31. C900 BLUE BRUTE.DR-1 B PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH WATER MAIN TO BE 10" WITH 6" HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. SERVICE CONNECTIONS TO BE 1". ® COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT NIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. ' VER/DRAINAGE LINES. ® BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE NIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. NIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING WATER/DRAINAGE LINES. ' PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: :RVICES TO BE INSTALLED BY PSE&G AND AAY VARY DUE TO FIELD CONDITIONS. ELECTRIC PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ON FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. a DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN /DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST 'ARATION OF 18" MINIMUM BETWEEN PIPING. (SEE RACISION,LOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER DU DRSHALL ENSURE ALL CROSSING SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT DURINGING CONSTRUCTION. LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. NSTALLED UNDERGROUND. Habitable Garage Area nit nit Numbers Area (SF) (SF) Total (SF) namest at 77-124 1,999 486 2,485 ch 3,8,10,12,14, . .,23,26,27,29, Cutch®gue, New York 33,36,39,41,45 1,599 363 1,962 Town of Southold $7,49,50,52,54, >8,.59,68, 72, 76 No. Revision Date A gvd. ,5,6,9,11,13, 13 TOWN/SCDHS REVISIONS 7/28/17 AVL L9,20,22,24, 12 TOWN REVISIONS 6/14/17 AVL !.8,30,32,35,38, 1,599 363• 1,962 11 SCDH REVISIONS 4/22/17. AVL 1.2,44,48,51,53, 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL --73,74,-75 _ _ - - -9 8 SCDH REVISIONS 3/9/17 AVL 7,34,37,43,55, 1599 .;..•, �;;. 9 71 380 pesidegtiey. c'h'ockoilaH}�'. :; �i. ti: i-a. •` .,J a;. ., 7ti'•i:-,�s•':• yy' `.Rye J , r,t :Fet ,why •.;i :J'-:i;:.';'� C{rr`3 S&i��,. �k*r,,,`Y 'S` '!z��-yt�`�.;�?.; r;:: '� al•`-'\e;;;f;Wiz. ''•9�T7� ?EinxIl;�a,;, �'l_a�v"5�_w�_.:Yi�:.s!�ri�... ''a''.` '"s:j.rtT.:A• v het;;•:+ :4.7... C.. mr..,1 " ::;rr-,�.`rfii:.T•s:...-:>..rr'..,�isrk� 15,16,17,18 1,999, 408 2,407 Issued for Date .duly 10, 2015 N/A 6,188 N/A 6,188 TM•a 1000-102-01-33. � CR�aev-ori.s•.e-..s,:vr�vd-fl/u+�n�+ad++savaRevwaaesxmaw.n'91`•v.w1v 17701S. 01�31t1 T' Pr��I MINT S $QI�F1� tH IvH�t IAT Ms 11',tiRwa. WA � -= A'� Drawing Number t FOR M11,1«ll4LIM i tPIREEll- S'�IREE YEARS F 0tV DARE,OF APER 1��� .��G 0 O�� j 0 � �f yvmvmr...:,v.•..m.s�.....•...,.s,. .,�.*wo !ji i C4QP Sheet of 9 l 2 E t r Pessio Project Number 29305.00 SCDHS Reference # Cl0-00013 SUI F,G,,LK COUNTY(DEPARTMENT OF HEALTR SERVICES EFOR7Department ONLY OFFICE OF WASTEWATER MANAGEMENT360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 ef.No. (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO UP�AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. SECTION IFOIL ALL RENEWALS ANiD TIIANSFEIBS EXISTING REFERENCE NUMBER: RIO--17- C>Jb] Tax 10-17- Tax Map No• 1000 District Section Block Lot Name of Current Applicant: Rimor Development LLC Tel#: (631 735 9200 Mailing Address:PO Box 903, Cutehogue, NY 11935 Email Address:$eamalia65@gmail.com Name of Current Agent:Henry Alia Tel#: (631) 678-2667 Mailing Address:PO BOX 908, Cutehogue, IVY 11935 Email Address:$eamalia65@gmail.com DATE OF ORIGINAL APPROVAL: 09/08/2017 "If more than 6 years old and SCDHS site inspections have not been rformed,a new applicationLwill,be re ., SECTION 2. FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSIONuired Name of Previous Applicant/Agent: Tel#:( ) I hereby transfer all rights and interest in the above referenced permit to the new applicarit.named above; Signature of Previous Applicant/Agent: :Date: SECTION 3 FOR TRANSFERS i'YIT ROUT PREVIOUS APPLICANT/AGENT•PERMISSION Name of Previous Applicant's Architect/Engineer/Surveyor—T'l#: ( ) - I hereby authorize the above named current applicant to use the previous applicariVs survey/site plan for this project prepared by me,for the purpose of transferring the above named reference number,aiid its site design. Architect/Engineer/Surveyor's signature: Date: SECTION 4 FOR ALL RENEWALS AND TIBANSF]ERS Application is hereby made to[ ]TRANSFER,[ j RE W(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I here cert' y t I have examined this complete application and the statements therein are true and correct,and that all work shall be done i a dance with all applicable Town,County,State and Federal Laws. "Any false statement made herein is Punishable as a mis m or ur&g9t to S210.45 of New York State Penal Law." Signature of Current Applicant/Agent Date Print Name of Current Applicant/Agent Title enry All Agent/Project Manager DEPA ENT USE ONLY Permit is Transferred/ newe Until _ F—a_ 23 Number of Bedrooms Approved Signature of Department Representative Date ,./a ®/,r_�® WWM-104(Rev.02/12) NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. ' IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED t1Q CTQ /� PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF � ®°-f. /`\_- AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE �o A ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND 19 IOO THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH Ot [[[��� ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 2! G1 Q 2�1 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 00, ���� SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. �O NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS �,�Q• ` �O. `\�OO � /,A OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. �(� •r/,t Vj<�41 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE Q��Q- \�• .0, 9�,0 �.(O4z�PQlpQ-� Q�O ��,OO, CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 5� �.• *w°ODI O 1��0 OTHER THAN VISIBLE PERMANENT STRUCTURES. �O �Py� \ Gee `\' 0 0 ° COPYRIGHTO NELSON d POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS e��\J�,�� �8 6 N49 50' 53"E RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, ytiy GAO 66 2° �� C9 ��OQQ QQOIGQ O�j O� \ RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED s P` A� S Q 60.00 SQQ�S� �pj .0 G-Y� \ �C / �O ' \�0 n3 w PERMISSION OF F TH STURVEYOR. ER SYSTEM WITHOUT THE PRIOR WRnTEN d'�, y ,p9 9a CID , F�Fo `Sob 0+ co 0 os .o! 'A °ti DO v cy�'R• °, c�t g ! .a F i Off' Mp_ 90`2 �55�, s• s o O R=140.00 Q' CIo 'y s� GZ�2C� y'65 L=37.19 0 .� � Qo s\� LAS 23°11'01" E Q,� \ O ,bo s� o=v c,,. 39.36' °°o � ?°' o S 38°23'13" E o\ o 'o t �� ? �° 1 � 4 R=112.00 \°o goo �, 0. y QP 62.34 L=29.72' ®F N� 6' R=112.00' Lu R '�� �Y Fyo`o2c� o L=29.75' g CO i -�DAVIDA�T�O,A� S 53037'34" E o 51.14' � Lu J W �r: r� \ i° Z < II� 'z R=112.00' 00 L=29.75' S 38024'18" E r I I*- 96.29' N U) , AND s� R=410.00' L=450.51' / S 24033'07"W 107.80' !! S 65026'53 E �!� 167.99' (ACTUAL) 49.54 -O _ `! �— S52°55'20"W R=275.00' �A\�� P`v I 07-17-2021 FOUNDATION LOCATION FINAL SURVEY L=77.85' �S37°04'40"E 02-10-2022 SANITARY AS-BUILT FOR UNITS 53 $ 54 S 49009'21" E LU IIS/ 95.00' 1 04-27-2022 FINAL SURVEY UNIT DESIGNATION MAP OF Z 3 I HARVEST POINTE CONDOMINIUM 2 S 0852 38 E ul W TOWN OF FILE NO.:471 FILED January 09,2018 ° „ 8RUATED AT 27.03' Q Z �OUTHOLD CUTCHOGUE S52055'20"W = O I TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 19.24' _ a S.C.T.M.DISTRICT 1000,SECTION 102 02 01,BLOCK 0200,LOTS 027.000 8 8.000 -�- z � - � - - NELSON ; POPE 1 ILL. of 7 ♦ engineers•architects•surveyors Yf � SCHOOL HOUSE LANE 70 Maxess Road,Melville,NY 11747. 631.427.5665•nelsonpope.com DRAWN BY: NP ADD No.:INDIViDUALSo0026_1 SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 1 OF'I DATE: 05.04-2022 PROJECT NO.: 00026 11.=30' II m y DIO GE_GE E£�-. G GPS 1" NOTES: N SERvice I THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE 50 W CE l\ PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE O ?. ' v, NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS. WR y16 Oft PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. O Ag 5 No-61 at M�T� ,p ` 4\ \\ _� IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, /LJ/s PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY .A Gj N PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED y y� NRBPSR p 4 \ PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF / STODe P Pv� \pO AN ITEM BEARING THE SEAL D U ENGINEER LL LAND SURVEYOR IS ALTERED,THE I ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND 2 \ y wl ORDER .0 �O THE NOTATION-ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 8 TIG \ O,n ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. OCOPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED y�A O N',` P \ `i �i� 4J ^ SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. w G7 C7 i SSON �\1E R \ C ,0 NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS A'0 i-C ty $Rp PSR -9 OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. 2CID G i / �� �180R0 N\ L�A O UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED W \ \( y AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. N(tt�' �'p �2� G ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN O i—p \IP 0,% PLAN DATED 7121118.LOCATION OF GAS AND UTILITY IS APPROXIMATEAND LOCATED ZL. N \�i •O .1+ �\�(f� TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS O W N ��RR THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. O NZL ;0 N 9 '-1 's �P C CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR -- - N• \ <p FURTHER DESIGN. --CCC / S w '0 Ln ' Y R1 api £ PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE w m G� CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, C0 0 C�1_ E G F SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS O u m o .0 a1. my G \ OTHER THAN VISIBLE PERMANENT STRUCTURES. a y 1 mN P 's C COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS C \-�dy 5. � 7 ��\G�' - \ \ RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, e� Q 1 'O N .. I cJEj \ F RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED U) L oO IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN \ NA, �. 5• Q5 �Q \ PERMISSION OF THE SURVEYOR. is,®v I A �cP� O� 9� S�O y�OO�QQO�Q \ O(YG�e\ \ ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT Y7 WWcc Uj $Q (, SHOWN 9 LmJ tl \N N' �.\�� ?°�j• �'• f\\�� K' ALL SANITARY PIPING 4'AND 8-SDR-35•TYPICAL. 7 J41 LLD G1 LLl y o s �cp Poi 6e 6Q \ ir� O . U) v� >232 ZcVID p L o `S�' .Q yp 9 �Q/ Gpe q�,y``\ CoGO?' 0 J 0. O a >2L 8, cot ti° 'y2i / `9G� / 'a 0po O�'01 `S° O u`O y�A // // 2 1 ��iCF'�a / �` "% Z If C� �[1 Z d"• c� Q !,oo, 00 a. / ipio Q Qh• F (, i D C[ s. O %4, s,• �. 26� G2 g's 6h C c tOa. i. C��Pos C�� 0502 S J ssL ND 3 b 'ru LL X02 ti a N1 o 11N, 07-17-2021 FOUNDATION LOCATION SANITARY AS—CONSTRUCTED„ `il, oz-,o-2022 SANITARY AS-BUILTFOR UNITS 52, 53 & 54' `�ry���t UNIT DESIGNATION MAP OF '' �'®�? SANITARY SYSTEM AS-BUILT TABLE I HARVEST POINTE CONDOMINIUM 2 STRUCTURE NAME I TIE A TIE B FILE NO.:471 FILED January 09,2018 UNITS#52,53&54 SITUATED AT ST-1 39.7' 47.3' CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK ST-2 34.7' 40.3' S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 0200,LOTS 028.000,027.000 a 02®.000 LP 52.1' 64.0' mOL NELSON ♦ POPE HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S 01 if engineers•amhftcft•surveyors UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com 52 R10-17-0106 1,599 S.F. 363 S.F. 1,962 S.F. DRAWN BY: NP CADD No,:INDIVIDUALS S SCALE: .•C.,. -,"'-53�'"""'�'' • •,RIO�I/01QT=_ '- ; 1,599 S.F. 363 S.F. 1,962 S.F. 00026 0002s I 54 R10-17-0108 1,599 S:F. 363 S.F. 1,962 S.F. CHECKED BY: MS FILE NO.: SHEET NO.: 1 OF 1 DATE: 02-11-2022 PROJECT NO.: 0002A 1"=30' s 53, / 1 UMBEF,.CER.TIFICATION JAPRO ED AS NOTED ON LEA,6 CONTENT BEFORE CERTJflCA7'EOFOCCUPgNCY DATE: a.P:# $OL-DER USED_!N WAITER FEE: i By:, SI k PLY S 'S Til C�gNNOT NQTI Y, BUILDING __; :PART E AT . EXC�ED2110-OF 1°l LEAD. 765-1802,. 8"AM TO a PM FOR THE FOLLOWING,INSPECTIONS: 1. FOUNDATION TWO REQUIRED FOR POURED CONCRETE PLUMBING 3. INSULATION 2,.ROUGH - FRAMING & PLUMBING PLUMBING PLUMBING WASTE 4. FINAL - CONSTRUCTION MUST WATER.L.INES NEED t1�iRE.CO/ERING. BE COMPLETE FOR C.O. ALL:.CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL INSPECTION REQUIRE® COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF TRUSS PLACARDING REQUIRED (/ SOIJTHOLD r1 NN PLANNING BOARD DO NOT PROCEED WITH u EES ,FRAMING UNTIL SURVLY� PF.FOUNDATION.L-OCAF(ON BEERAP OCCUPANCY OR Must provide Manuals USE IS UNLAWFUL D,Jand Sasper WITHOUT CERTIFICATE NYS Energy Code OF OCCUPANCY Blower door and ductwork testing required, RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE, All exterior lighting installed,replaced or repaired shall conform to Chapter 172 of the Town Code rJ0 Section R316 Foam Plastic t-- PLA S ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: 8302.12 Droftstopping. In combustible construction where there is usable space both above and below the concealed space of afloor-ceiling assembly, TABLE 8405.1 N Z 8316.1 General. The rovisions of this section shall ov draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Droftstopping shall divide the concealed p g em the materials, design, application, construction and installation of foam plastic materials. Properties of Soil Classified According to the Unified Soil Classification System W C , 2020 RESIDENTIAL CODE 0 F NEW YORK STATE space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall bear 2 ^ 0 UNIFIED SOIL VOLUME o 2020 EXISTING BUILDING CODE 0 F NEW YORK STATE be provided in floor-ceiling assemblies under the following circumstances: the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine that the SOIL CLASSIFICATION CHANGE _ � 2. Floor framing is constructed of truss-type open-web or perforated members. end use will comply with the requirements. GROUP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL U m 8316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam lastic shall be se arated from SYMBOL CHARACTERISTICS POTENTIAL EXPANSION O •� U 2 20 20 FIRE C 0 D E 0 F NEW YORK ST,gTE R 302.1.12.1 Materials. Droftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch woad structural panels. P P GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, 0 V 0 0 2020 MECHANICAL CODE 0 F NEW YORK STATE the interior of a building by an approved thermal barrier of not less than % inch gypsum wallboard. LITTLE OR NO FINES GOOD LOW LDW 8302.13 Fire rotection of floors. Floor assemblies that are not re uired elsewhere in this code to be fire-resistance rated, shall be rovided with a 1 2 inch R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, ^ , � Q 20 2 0 PLUMBING C 0 D E 0 F NEW YORK STATE gyps m wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. / 1. Attic access is required by Section R807.1. LITTLE OR NO FINES GooD Low Low O W N 0 M @ GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, 0 `t -, 2. The space is entered only for purposes of repairs or maintenance. LITTLE OR NO FlNES GOOD LOW LOW (� � 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 3. The foam lastic insulation has been tested in accordance with Section R316.6 or the foam lastic insulation is rotected a amst i nition usin 3y8 inch SP POORLY GRADED SANDS, OR GRAVELLY SANDS, : '� 0 Exceptions: P P P g � g �' g 2 0 20 NEW YORK STATE ENERGY C O N S E RVATI 0 N C 0 N STR U CTI 0 N C 0 D E- 4. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. gypsum board. LITTLE OR NO FlNES GOOD LOW LOW � 2 0 N} R316.5.11 Sill lates and headers. Foam lastic shall be ermitted to be s ra a lied to sill lates and headers or installed in the erimeter joists ace without the GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES GOOD MEDIUM LOW '- o, Z _ RESIDENTIAL PROVISIONS P P P P Y g: P P ' p �' Section 8303 thermal barrier specified in Section 8316.4 subject to all of the following: SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW Z C.� � m � GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW L Q� - M Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not more than 3Y inch. O Q tL c M 8303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. sc CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM Low U � Vi SECTION R101 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in accordance ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, GENERAL Exceptions: ❑ c 00 with ASTM E 84 Or UL 723. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW U W 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is GRouP 2 SLIGHT PLASTICITY m R101.2 The provisions of the 2020 Residential Code of NYS for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, installed in accordance with Section M1507. Section 8317 Protection of Wood and Wood-Based Products A arnst Deco CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, re lacement re air a ui ment use and occu arc , location, removal and demolition of detached one and two family dwellings and townhouses not more 2. The glazed areas need not be instdlled in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an 9 Y GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MOEDIUM (D 2 P P q P P Y R317 All sills and lates on exterior foundation wall to be ressure reservativel treated in accordance with AWPA U1. CLAYS Low a than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade 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 8303.8 Exterior stairw illumination. Exterior stairwa s shall be rovided with an artificial li ht source located at the to landin of the stairwa Exterior Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum plane in height. aY Y P 4 P 9 Y• 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. 8202 Definitions: Section 8305 R317.1.1. Field treatment. Feld-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has beein 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 reservative treated and fire retardant treated wood. Fasteners, includin nuts and washers, and connectors in has been sufficiently braced to revent damn e b the back fill where the unbalanced hei ht of fill exceeds 4 feet. It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. Ceiling Height P 9 P 9 Y g Z 8305.1 Minimum hei ht. Minimum ceilin hei hts of 7'-0" in habitable rooms. Minimum ceilin hei hts of 6'-8" in bathrooms, toilet rooms & laundry rooms. contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated Section R405 Foundation Drainage Mezzanine: An intermediate level or levels between the floor and ceiling of any story. 9 9 9 9 9 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 mason foundations that retain earth and enclose habitable or 0 Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the ultimate design wind Exceptions: usable s aces located below rade. Drains a tiles, ravel or crushed stone drains, erforated I e or other a roved s stems or materials shall be 0 P 9 9 9 P P P PP Y speed (Vult) is 130 mph or greater. in A shower in 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 j 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. � f this code 3. Beams irders ducts or other obstructions in basements containin habitable s ace shall be ermitted to roject to within 6 feet 4 inches of the be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a stroke with Exception: A drainage system is not required where the foundation is installed on well drained round or sand ravel mixture with soils accordin F- R301.1.1 Alternative provisions. As an alternative to the requirements in Section 8301.1, the following standards are permitted subject to the rml a Ions o , g 9 P P P 1 finished floor. 9 9 9 07 and the limitations therein. Where engineered design is used in conjunction with these standards, the design shall comply with the Building Code. of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate to the unified Soil Classification System, Group I Soils, as detailed in Table 8405.1. 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. O e s exceedin the limits of Section R301 or otherwise not R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a hazardous location where Section R406 Foundation Waterproofing and Dampproofing 0 8301.1.3 Engineered design. Where a building otherwise conventional construction contains structural a men g R406.1 Concrete and masonry foundation dompproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior � conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only the bottom exposed edge of the glazing is less than 60 inches above the floor. Section 8321 Elevators and Platform Lifts spaces and floors below grade shall be dampproofed from the higher of (o) the top of the footing or (b) 6 inches below the top of the basement O demonstrate com liance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. R 321.1 Elevators. Where provided, passenger elevators, limited use and limited a lication elevators or rivate residence elevators shall com I with ASME A17.1 CSA floor to the finished rade usin a bituminous LL- ,, ^^ P PP P P Y / 9 9 coating. u J system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 2. Where the glazing is on a wall less than 180 degrees from the plane of the door in a closed position and within 24 inches of the hinge side of B44 sco a of this code. an in-swinging door. p p p y R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with orous fill u to a Ihei ht of one-half of the backfilll O ` ' J P Re 321.2 Platform Lifts. Where rovided, latform lifts shalt com I with ASME A18.1. R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent P P 9 Z heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while awoiding infiltration of fine soils. R301.2.1 Wind design 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 ramps shall be considered to be a hazardous location. � I) Section 8322 Flood Resistant Construction The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation.. ❑ speed in Table R301.2(2) as determined from Figure R301.2(5)B. Exceptions: R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in Table r T 1 'r� 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 va or retarder 44 R301.2.1.2 Protection of openings: Window glazing in windbome debris regions shall be protected to meet the requirements of the large missile test of ASTM E1996 & 2. Glazing 36 inches or more measured horizontally from the walking surface. p constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard area shall material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents within 3 feet of each comer of ASTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or ANSI/DASMA 115. comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified foundation. Exception: Wood structural panels with a thickness of not less than 7/16" and span not more than 8'-0" shall be permitted for opening protection. Panels Section R310 Emergency Escape and Rescue Openings 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". shall be precut and attached to the framing surrounding the opening. Panels shall be predrilled and secured with the attachment hardware provided. R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood-resistant UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the building R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumtber. Subflooring shall be wood f� AND RESCUE OPENING PER SECTION R310. E ress window & window well or structure in violation of this section. TABLE 8301.2 1 ( 9 ) structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. ( � R310.1 Emer enc esca a and rescue o enin re uired. Basement shall have not less than one o erable emer enc esca a and rescue o enin . R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA 9 Y P P 9 q P 9 Y P P 9 8502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max. where beam is not located under twall to allow for piping or vents. 8310.2.1 Minimum o enin area. Eme en and esca a rescue o enin s shall have a net clear o enin of not less than 5.7 s uare feet. The net clear appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section R322.2 or I� P 9 r9 �' P P 9 P 9 q 83223 8502.6 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 GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD Air Mean height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. (' T � MENT Freezin Annual Exce tion: Locatin electricals stems a ui ment and com onents• heatin ventilatin air conditionin lumbin a liances and lumbin fixtures uc 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. F- !�"� SNOW SPEED To o ra hical S ecial Wind DESIGN FROST LINE DESIGN UNDERLAY g p 9 y q p p g, 9, g, p g pp p g d t W P 9 P P HAZARDS 8310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches LOAD Effects CATEGORY WEATHERING TERMITE DECAY TEMP REQUIRED Index Temp systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed to R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to band or rim joist. (n (mph) Wind bourne DEPTH above the floor; where the sill height is below grade, it shall be provided with a window well it accordance with Section 8310.2.3. revent water from enterin or accumulatin within the com onents and to resist h drostatic and h drod namic loads and stresses includin the effects f R502.8.2 En ineered wood roducts. Cuts notches and holes bored i - Region Debris 8310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width of not less than 36 P g 9 P Y Y Y 9 o g p n trusses, structural composite lumber, structural glue laminated members, 0 buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or as shown on these m zone inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. drawings. V J MODERATE SLIGHT TO 10 R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with r I n i ' ewa a stems w 20 140 NO (B) SEVERE 36" Yes X 1500 R 322.1.7 Protection of wate suppy a d s nitary s g sy . Ne 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 desi n ❑ TO HEAVY MODERATE Degrees the window in the fully open position, ladders or rungs shall have an inside width of not less than 12 inches, shall project not less than 3 inches 9 w O of flood waters into the system in accordance with the plumbing provisions of this code. professional where required by the statues of the jurisdiction in which the project is to be constructed. from the wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. R 322.1.8 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the elevation R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section R405.1 required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. R301.2.1.4 Ex osure Cate o or by an approved alternative method. Section 8506 Concrete Floors (On Ground) P 9 ry• R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the 1. Exposure B. Urban and suburban areas, wooded areas or otlher terrain with numerous closely spaced obstructions having the size of single family dwellings Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance desi n flood elevation shall: R506.1 Concrete slab on grades to be min 3-1/2 inches thick. r , or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. with the United Soil Classification System, Group I soils, as detailed in Table R405.1. g 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 V 1. Be used solely for parking of vehicles, building access or storage. a 2-inch sieve shall be laced on the reared sub rade where the slab is below r � 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.6 Hallways: min. 36" clear width. P P P g g ade. 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section 8322.2.2.1: Exce tion: A base course is not re uired where the concrete slab is installed on well-drained or sand- ravel mixture soils classified as Grou I = 600 feet from the partially obstructed area. Includes flat open country and grassland. 8311.7 Stairways P q 9 P ♦•-- 2.1 The total net area of non-egineered openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area according to the United Soil Classification System in accordance with Table R405.1. Q 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 8311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom is measured on the exterior of the enclosure wolfs. feet from the unobstructed area. height. The clear width of the stairway at and below the handrail height, including treads and landings, shall be not less than 31 inches where a I i R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 iinches shall be placed between � R 322.2.2.1 Installation of openings. The wa Is of enclosed areas shall have open ngs installed such that: the concrete floor slab and the base course or the re ared sub rade where no base course exists. The va or rettarder is not re uired for Gara es, handrail is installed on one side of 27 inches where handrails are provided on both sides. r P 9 P q 9 f- r , 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. `./ 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 R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. 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 R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 151 inches (12.58') between floor levels or landings. W 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade provisions, provided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of Section 8602 Wood Wall Framing � Cha ter 6 are exceeded. Where the sto hei ht limits of this section are exceeded, the design of the building, or the noncom liant ortions thereof, to R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. immediately under each opening. Z) p ry g p p 8602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables 8602.3(1) through 8602.3(4). Wall sheathing resist wind loads shall be in accordance with the Building Code. R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this shall be fastened directly to framing members and shall confirm to the requirements of Table R602.3(3). 0 R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 9 inches shall be provided on stairways with solid risers. section. O R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common 8311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. 0 wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall R311.7.8.4 Continuity. Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over lowest tread. 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical Exceptions: structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in 1. Handrails shall be permitted to be interrupted by a newel post at the tum. floor elevation plus 1 foot or the design flood elevation, whichever is higher. TABLE R602.3(1) FASTENING SCHEDULE 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 8311.7.10.1 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 DISCRIPTION ASTENING (a,b,c,d) TYPE 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 radius is not greater than 2q inches. Each tread shall have a depth of not less than 6J inches at the walkline. All treads shall be identical, and the and Coastal A Zones shall be supported on pilings or columns. assembly tested in accordance with ASTM E 119 or UL 263. 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall rise shall not be more than 9 inches. Headroom shall not be less than 6 feet 6 inches. Section 8325 Mezzanines assembly tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. R 311.8 Ramps. 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall comply with section 8325.6 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 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL TABLE R302.1 1 horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical In 8 units horizontal (12.5 percent). Exception: OVER PARTITIONS � I� r� n I: ( ) 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 ^ n � C2 EXTERIOR WALLS Where it is technically infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units located. Fw- 6 o r- cD N horizontal (12.5 percent). 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL ¢ N N N ri I: - �i ,ri MINIMUM MINIMUM FIRE R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. o N c�i ri ci ai EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 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 5. COLLAR TIE TO RAFTERS THREE 100 EACH FACE NAIL g 9 9 9 P q 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 sphere 4 inches or more in diameter. and posts. THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL wALLs NOT FIRE-RESISTANCE RATED o HouRs t5 feet R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and Exceptions: 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL greater than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one RAFTERS 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 TABLE R302.1(2) enclosed space is not greater than 10 percent of the mezzanine area. 8. STUD TO STUD NO AT BWP 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened ( ) 16D COMMON AT 24"O.C. FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with position. 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL o7 Section 8313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. MINIMUM MINIMUM FIRE 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL Z z EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 3. 0 erable windows that are rovided with window o enin control devices that com I with Section R312.2.2. R401.4.1 In lieu of a com lete eotechnical evaluation footin s shall be laced on rock, sand ravel and or ravel, sand, silt sand, cls a sand, sil ravel or g P P P 9 P Y P 9 9 P 9 / 9 Y Y Y h' 9 U) a_ g FIRE-RESISTANCE RATED 1 HOUR 0 feet R312.2.2 Window o enin and control devices. Window o enin control devices shall com I with ASTM F 2090. The window o enin control device, after cls a ravel with a resum tive desi n load bearin value of 2,000 PSF. Do not lace footin s on soil that consists rimaril of cls or silt or have 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL WALLS P 9 P 9 P Y P 9 Y Y 9 P P 9 9 P 9 P Y Y z Z Z O z z Z N W NOT FIRE-RESISTANCE RATED 0 HOURS 3 feet operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than any inorganic material or fill. 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0/C FACE NAIL o O o o o Z w the area re uired b Section R310.2.1. 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON o7 Fn 07 Q 6 � a Q v_i q Y TABLE R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: FACE NAIL > a R302.2.3 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment ON EACH SIDE OF END JOINT (24"MIN LAP SPICE w w w w w N Section R313 Automatic Fire S nnkler S stems LENGTH EACH SIDE OF END JOI w 00 °° 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 P Y 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment assessor structures. R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade plane shall be equipment throughout with an R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL `r2 automatic sprinkler system. o R302.2.4 Parapets for townhouses. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL _ 1. The aro et shall extend not less than 30 inches above the roof surfaces. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 N p p 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 � Exce tion: A aro et is not re uired in the recedin two cases where the roof coverin com lied with a minimum Class C ratin as tested in accordance with or NFPA 13D. TWO 16D COMMON. END NAIL p p p q p g g p g isolated plain concrete footings supporting columns or pedestals are permitted. N ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet on R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped FOUR 8D COMMON. TOE NAIL throw hout with an automatic sprinkler system. R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with}¢ inch diameter each side of the wall or walls or one layer of 5/8 inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less g 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 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL than nominal 2 inch (51 mm) ledgers attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL walls and any openings or penetrations in the roof are not within 4 feet of the common walls. located not more than 12" or less than 3.5" from the end of each plate section. Plates shall be protected against decay and termites. I_ P P q l 9 p p p g p g 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON @ 6"0 C TOE NAIL 3. A ora et is not re uired where roof surfaces adjacent to the wall or walls are at different elevations and the hi her roof is more than 30 inches above the Balconies and decks. S rinkler rotection shall be rovided for exterior balconies decks and round floor atios of dwellin units where the / Z lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their 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 both sides. deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL a 0 R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. exterior balconies and decks that are constructed of open wood joist construction. TABLE R404.1.2(1) O O m 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6 o/c at edges and Exceptions: Minimum Horizontal Reinforcement for Concrete Basement Walls ROOF, AND WALL SHEATHING TO FRAMING " o 1. Foundations supporting exterior walls or common walls. Section R314 Smoke Alarms 8D COMMON (ROOF) 12 o/c at interior W w MAXIMUM UNSUPPORTED 8D COMMON (SUBFLOOR) supports (see note f) v 5. Townhouses separated by a common Wall os provided in Section 8302.2, Item 1 or 2 8314.1 General. Smoke alarms shall comply with NFPA 72 and Section 8314. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT W w N WALL (FEET) = Q 8302.3 Two-family dwellings. Dwelling uniks in two-family dwellings shall be separated from each other by wall and floor assemblies having not less than a 1-hour 8314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for frarning and sheathing v o fire-resistance rating where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Building Code. Fire-resistance-rated floor/ceiling and with UL 2034. <8 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), Z wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof R314.3 Location. Smoke alarms shall be installed in the following locations. AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. U sheathing. 1. In each sleeping room. ONE No. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically (1) q Exceptions: 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. >8 AND ONE N0. 4 BAR NEAR THIRD POINTS IN THE WALL STORY f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end W II 1.A fire-resistance rating of % hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or walls and 4 inches on center to gable end wall framing. 0 W 13. shower. ❑ R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls shall have an equal or greater fire-resistance rating. alarm in a location required by Section R314.3. R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a self-closing device. Doors 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. MINIMUM VERTICAL REINFORCEMENT BAR � a_ SIZE AND SPACING (INCHES) 8602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus roof/ceiling assembly. 2x6 � � � from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing device. 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof/ceiling assembl . Exce tions: F_ 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 MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF Where desi ned b In accordance with acce ted en ineerin ractice or where the ultimate desi n wind s eed is less than or a ual toy130 m h, 0 m Cooking appliance. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH g Y P g 9 P 9 P q p Z No. 26 gage sheet steel or other approved material and shall not have openings into the garage. 2X6 2 rade studs su ortin a roof load with not more than 6 feet of tributa - Z 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. (FEET) (FEET) Do not backfill with any soil containing silt or clay. � 9 PP 9 ry length shall have a maximum wall height of 18 feet when � � J R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302 5 4. R 314.4 Interconnection. Where more than one smoke alarm is re uired to be installed within an individual dwellin unit in accordance with WALL THICKNESS (INCHES) spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. Attachment of gypsum board shall comply with Table 8702.3.5. The wall separation provisions of Table 8302.6 shall not apply to garage walls that are q 9 8602.3.2 To fate. Wood stud walls shall be ca ed with a double to late installed to rovide overia In at comers and intersections with bearin Z v e endicular to the ad acent dwellin unit wall. Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the 8 10 12 p P PP P P P pP 9 9 C7 o n rn artitions. End ornts in to lutes shall be offset not less than 24 inches. Joints in lutes need not occur over studs. Plates shall be not less ' P rP f g individual dwelling unit. 8 7 NR NR NR P 1 p p P TABLE R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable areas. Garage ceiling: 5/8 than 2 inches nominal thickness and have a width not less than the width of the studs. W G�13 Y BERT'I�C\ type X gypsum board s 13 5 ® at NR NR R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & bored hole limitations for 0 ��' l� cti yi,x 8302.9 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 Section 8315 Carbon Monoxide Alarms 10 s s ® 4t 5 ® 22 NR F _,,l_. 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,�- �Z_ finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM E84 or UL 723. 8315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fire Code of NYS. framin to accommodate I in . 16 a e and 1.5 inch wide metal tie fastened across and to the late at each slide of the notch with 8-10d nails * .w. � m 8302.11 Fire blockin shall be rovided in wood-framed construction in the followin locations: NR denotes no reinforcing required. g P P 9 9 9 P � 1 � r„ � "{ g p g each side. Follow manufacturers specifications for engineered products. (figure 8602.6.1) Q 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: Locate vertical bars tY" clear from inside face of walls. The center of bars shall not vary from this by more than % inch. � �: �_4: I' � : 1.1 Vertically at the ceiling and floor levels. W ,f _, .-o(: 1.2 Horizontally at intervals not exceeding 10 feet. = .F.ni_�T 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. CO 810 !�� 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. O 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 ❑ F�1 - products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. JOB NUMBER R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. 1. Two-inch nominal lumber. 0 16 0 2 3 W 2. Two thicknesses of 1" nominal lumber with broken lap joints. T T (q 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. LJ NIT 5 3 UNIT 5 4 Q SHEET NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 5. One half inch gypsum board. Z 6. One quarter inch cement based mil r gla. (M O D EL B 15 ) (M O D E L B 2 ) " 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. (q W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGN C Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS W C ' slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulations thermal performance. methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD ^ E MINIMUM NAIL ULTIMATE DESIGN 1. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND OR TIMBER CONSTRUCTION 2 O 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 :) c� SPACING (mph) N1101.14 R401.3 Certificate Mandato A permanent certificate shall be completed b the builder or other approved art and posted on a wall in the where the 2. A flashing of an approved elastomeric material. () Ei ( ) (Mandatory). P P Y PP party P 6" DIA. MINIMUM MINIMUM MAXIMUM WALL P2801.6 Re Required an. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause REFLECTIVE RED O .}J 0 WOOD NOMINAL PANEL STUD SPACING furnace is located, a utility room or on approved location inside the building. q P 9 YP 9 9 (� SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) X187 D a TABLE N1102.1.2 Requirements .2) V � (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. Z _- - RATING (INCHES O.C.) (INCHES O.C.) Insulation and fenestration Requirements by Component B C D 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. L- o rn U CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL 3. Other approved materials. 1-- '� = O7 � 0 ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE pp (� .� a) COMMON 1.75 24/16 7/16 16 6 12 170 140 135 U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL A plastic pan installed beneath a gas-fired water heater shall be constructed of material having a flame spread index of 25 or less and a smoke developed EFLECTIVE 0 U •`N R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top R-VALUE index of 450 or less when tested in accordance with ASTM E84 or UL723. R 4 EXCEPT 0.32 0.55 0.40 49 20 OR 13+5h 8 13 19 10 13 10,2 ft 10 13 WHITE (j +-'cl� 11) N J story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering MARINE / / / d 4) m Z - proctice. Section T101 Scope Z U " 5 cif rn N1102.2.2 R402.2.2 Ceilings without attics spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1 2" 1/4" Q x co ( ) 9 Pa q 9 / 9 Y / U Q W M T 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 = LO N m For rafters at 16"o/c in 130mph wind speed. Roof pitch } 5/12 Exposure B extend over the top of the wall plate to the outer edge of plate without compression. The reduction of insulation from the requirements of Section Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 ❑ r- 00 Span (ft) 12 18 24 28 32 36 42 48 N1102.1.2 shall be limited to 500 sf (46 1712) 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 C IN U M Uplift Force # 117 149 182 203 226 247 281 314 N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be photovoltaic or solar thermal system. DIAMETER,WITH A STROKE WIDTH OF 1/2'. THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN sf� weatherstri ed and insulated to a level equivalent to the insulation on the surrounding surfaces. COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. PP q • 9 MATCHING SYSTEM(PMS)j187. a rd and sum ane) products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 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 R702.3.5.1 Screw fastening. Screws for attaching gypsum boa gyp p p 9 YP YP R1102.1.2 based on the applicable climate zone specified in Chapter 3. T103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. SECTION 1265.4.SIGN OR SYMBOL and shall penetrate the wood not less than 5/8 inch. N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. T103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 mz) exclusive of mandatory access or set back THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED R702.4 Ceramic Tile. N1102.2.9 R402.2.9 Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR and shower areas and wall panels in shower area shall be of materials listed in Table R702.4.2, ( ) SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR E THE UTILITY R702.4.2 Backer boards. Materials used as backers for wall the in tuba Pa below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead a total floor area less than or equal to 2,000 square feet (185.8 mz) per dwelling shall have a solar-ready zone area of not less than 150 square feet PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL and installed in accordance with the manufacturer's recommendations. is insulated in accordance with Section N1102.1.2 and N1102.2.8. (13.94m2). The solar-ready zone shall be composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 mz) exclusive TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting of access or set back areas as required by the International Fire Code. WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE TABLE R702.4.2 SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z 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. � 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. MATERIAL STANDARD TABLE N1102.4.1.1 (R402.4.1.1) F- T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar WOOD ROOF TRUSS SPECIFICATIONS: U GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 Air Barrier and Insulation Installation electric installation and shall be labeled `For Future Solar Electric". The reserved space shall be positioned at the opposite (load) end from the input feeder ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. D FIBER REINFORCED GYPSUM PANELS ASTM C 1278 location or main circuit location. � NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. (JJ�.FT 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 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 Z 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY the front and back of dwelling units. O TABLE R703.8.1 GAPS IN THE AIR BARRIER SEALED. D (EQUATION 16-8) U E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet Allowable Spans for steelis required for each car space in a garage. � lintels supporting masonry veneer ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + L (EQUATION 16-9) BE SEALED. D + S (EQUATION 16-10) O SIZE OF STEEL ANGLE NO STORY ONE STORY Two STORIES E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D + .6W EQUATION 16-12 Ln a.c (inches) ABOVE ABOVE ABOVE WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. ( ) LL L3x3x1/4 6"-0" 4'-6" 3'-O" THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) KNEE WALLS SHALL BE SEALED. Q m L4x3x1/4 8"-0" 5'-0" 4'-6" WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF Z L5x3.5x5/16 1o'-o" B'-o" 6'-0' DOORS SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. ❑ DESIGN LOADS: ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: r T , Lsx3.5x1/4 14'-0" 9'-6' 7'-0" RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER TABLE R301.7 w FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION THE STRU;TURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, THE FOLLOWING LIVE LOADS: BCLL=IOPSF AND BCDL = 10 PSF. PROVIDE D GARAGE AND CANTILEVERED E A DITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT (PHOTOVOLTAIC CELLS. a. Long leg of the angle shall be placed in a vertical position. -FLOORS) THE ALLOWABLE STRUCTURAL MEMBER DEFLECTION C. Minimum bearing to be 6". SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED GROUND SNOW LOAD 20PSF FROM FIGURE R301.2(6) TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. SPACE SHALL BE SEALED. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 3 POUNDS 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 R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: �7� >--4 GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) 3:12 With no finished ceiling attached FOLLOWING INFORMATION: H� 1. Minimum of 4 inches (102 mm) above the earth RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO to rafters 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. O R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or plastic with a minimum THE DRYWALL, AIRTIGHT AND IC RATED. FLOORS: 40 PSF 2. LOCATION OF ALL JOINTS. vertical attachment flange of 3 � inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 3. REQUIRED BEARING WIDTHS. stud walls in accordance with Section R703.4. EXTERIOR WALL FROM THE SHOWERS AND TUBS. UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 4.1. TOP CHORD LNE LOAD OR SNOW LOAD. Floors and ceilings w/ brittle finish L/360 4.2. TOP CHORD DEAD LOAD. ~ R703.8.2.2. Support b roof construction. A steel angle shall be laced direct) on to of the roof construction. The roof supporting construction for the steel angle shall ELECTRICAL PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC WITH STORAGE: 20 PSF W PP Y 9 P Y P PP 9 9 / 4.3. BOTTOM CHORD LIVE LOAD. 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 A?IC W FIXED STAIRS: 30 PSF All other structural members L/240 4.4. BOTTOM CHORD DEAD LOAD. 0 anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be Exterior walls with plaster or stucco finish L/180 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. " anchored by the use of two 10d nails at every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A 4.6. CONTROLLING WIND LOADS. m N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and EXPOSURE CATEGORY: B FROM R301.2.1.4 shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. Exterior walls with brittle finishes L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested 6. EACH REACTION FORCE AND DIRECTION. ❑ w R703.8.4 Anchorage: Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending SEISMIC DES'GN CATEGORY: B FROM FIGURE 301.2.2 (exempt _ in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the from seismic provisions of code per Exterior walls with flexible finishes L/180 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY Q into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size- 22 US gage. Minimum tie P housing and the interior wall or ceiling covering. 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 ) Lintels supporting mason veneer L 600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. > �� shall be spaced not more than 32" on center horizontally and 24 inches on center vertically. C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings PP 9 rY / (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE 9, CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. 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 points of support., R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. ( ) including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. GM, and GC 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. v 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. Z) Systems NOTE: Soils with clay or clay and silt will require a redesign inch in diameter. Weepholes shall be located immediately above the flashing. y t- N 1103.1 R403.1 Controls Mandato At least one thermostat shall be provided for each separate heating and cooling system. of building lootings. WOOD FLOOR TRUSS SPECIFICATIONS: Q R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 ( ) (Mandatory). P P 9 9 Y WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. 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 U) Exception: Walls perpendicular to the line used to determine the fire separation distance. the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include ABBREVIATIONS 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: I- ( , R801.3 Roof drainage in areas where expansive soils or collapsible scils are known to exist: All dwellings shall have a controlled method of water disposal from roofs the capability to set back or temporarily operate the system to maintain zone temperatures down to 5FF (13'C) or up to 85'F(29'C). The thermostat shall D (EQUATION 16-8) Z �•/ A.B. ANCHOR BOLT D + L (EQUATION 16-9) W that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainage system. initially be programmed by the manufacturer with a heating temperature set point no higher than 70'F (21 C) and a cooling temperature set point no lower D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE R802.1.5.4 Labeling each piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. than 78'F (26C). A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT R.O. ROUGH OPENING 2 ADJ. ADJACENT ADJUSTABLE D = DEAD LOAD, L = LIVE LOAD, Z) R802.4.2 Framing details. Rafters shall be framed not more than 1 X inches (38 mm) offset from each other to ridge board or directly opposite from each other N1103.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall A.F.T. ABOVE FINISH TREAD EACH LVR. LOUVER R RISER U have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. E.J. EXPANSION JOINT L.T. LAUNDRY TUB RND ROUND FLOOR TRUSSES SHALL = DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: O with a collar tie. 802.3 Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. At P P ALUM. ALUMINUM ELEC. ELECTRICAL valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the rafter. N1103.3 (R403.3) Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. ANCH. ANCHOR MAS. MASONRY S.C. SAWCUT TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF D Hi and valley rafters shall be supported at the ridge b a brace to a bearing partition or be designed to car and distribute the specific load at that ELEV. ELEVATION MAT. MATERIAL SCHEM. SCHEMATIC P Y PP 9 Y 9 P 9 carry P N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches (76.2 mm) in diameter and < ANGLE EQ. EQUALRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/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 MAX.MAXMAXIMUM SHLF SHELF joists, such as ride beams, his and valleys, shall be designed as beams. Q EQUIPMENT MOO MEDIUM DENSITY OVERLAY SHT. SHEET 1 9 P Y 9 minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. 0 AT EXP. EXPANSION TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE 9 j P g y PP Y 9 9 MECH. MECHANICAL SIM. SIMILAR Where ceiling joists or rafter ties are not provided, the ridge formed b these rafters shall be supported b a wall or order designed in accordance with FOLLOWING INFORMATION: accepted engineering practices. Exception: Ducts or portions thereof located completely inside the building thermal envelope. EXT. EXTERIOR STAINLESS STEEL BD. BOARD MIN. MINIMUM S.S. 1. DEPTH, SPAN, AND SPACING. I I and seams shall comply with section M1601.4.1. EE. . 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 a P y BLDG. BUILDING EACH END STL. STEEL 2. LOCATION OF All JOINTS. 9 P P 9 M.O. MASONRY OPENING STRUCTURAL 3. REQUIRED BEARING WIDTHS. timber members or I-joists are prohibited except where permitted b the manufacturers recommendations or where the effects of such alterations are Exceptions: BM BEAM STRUCT. 1 P P P Y MTL. METAL SUSP. SUSPENSION LNE OR SNOW LOAD. specifically considered. 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. BTM BOTTOM F/C FLOOR COVERING CHANGE 4.1. TOP CHORD LOAD 2. For ducts having static pressure classification of less than 2 inches of water column 500 Pa additional closures stems shall not be required for BLKG. BLOCKING SGD SLIDING GLASS DOOR 4.2. TOP CHORD DEAD LOAD. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported laterally by solid 9 P ( ). Y q F. FLOOR DRAIN N.I.C. NOT IN CONTRACT 4.3. BOTTOM CHORD LIVE LOAD. (NTS) NOT TO SCALE 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 continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. BRG. BEARING FDN. FOUNDATIONSQ. SQUARE 4.4. BOTTOM CHORD DEAD LOAD. n r, r.- r-- r:_ 8 feet. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. BRK ERICK FP. FLOOR TB TOWEL BAR 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. w N N N ri T N BSMT EASEMENT I- vi o r� co R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. Connect with tecos for header N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall CENTER LINE FIREPLACE O.C. ON CENTER T & G TONGUE AND GROVE 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. o N N M Cl) N CL 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 OPER. OPERATOR TGS P 9 other calculated in accordance with ACCA Manual J C.M.U. CONCRETE MASONRY UNIT FIRM FRAME TFW TOP OF FOUNDATION WALL 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, and insulation shall not block the free flow of air. Not less accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or ca C.J. CONTROL JOINT OPNG. OPENING 9FT. FOOT / FEET TYp TYPICAL LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of the vent. or other approved heating and cooling calculation methodologies. COL. COLUMN OPT. OPTIONAL 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. P P 9 FTG FOOTING T TREAD 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 ICode (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 TRPL 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 GALV. GALVANIZED 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. 1/R ONE ROD 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. CONST. CONSTRUCTIONGENERAL CONTRACTOR ONE SHELF U.N.O. UNLESS NOTED OTHERWISE cn inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall be measured from the top of the ceiling GEN. GENERAL 1/S z N Section N1104 (R404) Electrical Power and Lighting Systems CTSK. COUNTERSUNK PC • z framing members to the underside of the roof framing members. GYP. GYPSUM POURED CONCRETE VERTICAL DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF AFLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE g than 22 inches b 30 inches 559 mm b 762 mm and shall be located in a hallway or other readily N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 90 percent of the permanently installed lighting fixtures shall contain only C.O. CASED OPENING VERT. INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. � o a The rough framed opening shall be not less y ( y ) y Y 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 Ft00R-CEILING ASSEMBLIES UNDER THE z z z O z z Y 9 ( Yhigh). g y P CANT. CANTILEVER V.I.F. z CO N accessible location. Where located in a wall, the opening shall be not less than 22 inches wide b 30 inches high 559 mm wide b 762 mm high-efficacy lamps. PL• PLATE WASHER FOLLOWING CIRCUMSTANCES: Where the access is located in a ceiling, minimum unobstructed head-room in the attics ace shall be 30 inches 762 mm at some point above the C.T. CERAMIC TILE HDW HEIGHT W O O O O O z w 9 P ( ) P HDWR. HARDWARE PNL. PANEL W/ yylTM FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. g Q co access measured vertical) from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is CLG. CEILING PWD. PLYWOOD � 5 w > y g g qSection M1305 Appliance Access C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY WD. WOOD MATERIALS: DRAFiSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. w w w w w w � N J located in attics. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED WWF WELDED WIRE FABRIC a' o w o m m v 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 / PROJECTEDWNDW WINDOW TYPICAL ROOF & FLOOR TRUSS NOTES: o R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in service an appliance. PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. N to allow removal enough DIA.DBL. DOUBLE PSF POUNDS PER SQ.Ff. o jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. Class A, B and C M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large g I.D. INSIDE DIAMETER * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGIN roofing required by 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 measuredDIAMETER INGR. IN GROUND P.T. PRESSURE TREATED BERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL DTR. DIRECTION COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. R 902.4 Rooftop mounted photovoltaic panel system. Rooftop mounted photovoltaic panel system installed on or above the roof covering shall be tested, listed and along the centerline of the passageway from the opening to the appliance. ON DOWN INSUL. INSULATION QUAD. QUADRUPLE * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID DURING FIXTURES M identified with a fire classification in accordance with UL 2703. Class A, B or C photovoltaic panel system shall be installed in jurisdictions designated by law M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) DR. DOOR INT. INTERIOR REQ'D REQUIRED INSURE TIGHT FITTING JOINTS. E D G ASSE BLY TO • as requiring their use or where the edge of the roof is less than 3 feet 914 mm from a lot line. above the floor in garages. I.S. INSIDE CORNER REF. REFER TO REFERENCE (� q 9 9 ( ) 9 9 DW DISH WASHER RMS. ROOMS TRUSSES SHALL BE INSTALLED PLUMB IN 111E PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND 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, DRAWING JT. JOINT REINF. REINFORCING,REINFORCED METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE ~ R 905.1.2 An ice barrier/ water shield shall be 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 LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR W labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. C-)typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or PY higher. Ice protection requirements per table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less • TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL 0- 0 than 4:12, entire roof to receive ice & water shield. G2415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping is located less than 1 % * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES, THE CONTRACTOR SHALL ENSURE THAT/ADEQUATE TEMPORARY BRACING HAS OO O m R 905.2.2 Slope. 3from the framing member face floor bttached, the pihall be by shield plates that BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. p Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof inches ( 8 mm) ace to which wal, ceing orloor memranes we ape se proW 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 > () slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double PP 9 ( ) 9 w H W underlayment application is required in accordance with Section R905.1.1. framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member GRAPHIC SYMBOLS WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 0 I,..4R 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. Z v p 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. P through the roofing materials and not less than % inch (19.1 mm) into the roof sheathing. Where the roof sheathing is the vent terminal. Door stops or closures shall not be installed to obtain this clearance. - All applicable state & local codes, ordinances and regulations if any. o G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontal) from or 1 foot above an STRUCTURAL CALL. REFERENCE (A ® - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict less than /. inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. 9 Y 9 PP y Y DET W 9 " door, operable window or gravity air inlet into an building. The bottom of the vent terminal shall be located not less than 12 inches above finished round DETAIL REFERENCE compliance with manufacturers specifications and / or recommendations. 0 W d. 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 P 9 Y Y 9• 9 inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof level. SHT c.> - General contractors and subcontractors to review these construction documents upon receipt from architect 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 an air opening FLOOR FINISH CHANGE ❑ or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on PP• P P Y P 9 `` and report any and all discrepancies including any dimensional conflicts, immediately to architect for the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent corrective measures prior to construction. W provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashin shall be termination clearance. P 9 P 9 # DOOR / HARDWARE TYPE - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. tii provided in accordance with Section R703.7.2.2. The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches from any air opening into -r � P DET DET - The general notes and typical details apply throughout the job unless otherwise noted or shown. I- 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. - - _ BUILDING SECTION F overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than ;4 inch (6.4 mm) below the roof sheathing SHT SHT ^ - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the 0 m 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 02439 (614) Clothes Dryer Exhaust <#>- PARTITION TYPE contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper z z v adjustment before proceeding with the work. � Q Q deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underloyment shall be installed G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems shall be independent of all - OMISSIONS: In the even certain feature of the construction are not full shown on the drawings, their Z W v over the drip edge along eaves and under the drip edge along rake edges. other systems and shall convey the moisture and any products of combustion to the outside of the building. construction shall be of the same character as for similar conditions that are shown or noted elsewhere on (D o - R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust U) RED ....... and 4 of this code. the construction document set. W c�C .9 duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturer's instructions. G\ 'QC R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less - All work is to be performed in a professional manner and in accordance with best practice and consistent (� ERTC -S/ than 3 feet above the highest point where the chimney passes through the roof. with manufacturer's and supplier's recommended installation procedures. _ Q� ��^, ycc ;� Section P2607 Waterproofing of Openings �, 'A � 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 F- m 0 Section R1004 Factory-Built Fireplaces in manner that prevents water entry Into the building. Counterflashin Into the opening of a 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 Q J - � R 1004.1 Facto built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Facto P ry 9 9 p 9 PP 9 q � lot ry p 9• rY internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller, with respect to the construction documents. W, .,..,, A built fireplaces shall be tested in accordance with UL 127. PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS' , 8 NYCRR 69.5, ENTITLED = _,J; R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace " " Ni'A system has been specifically tested, listed and labeled for such use t accordance with built 127. "SEALS', AN ARCHITECT WHO SEALS PLANS, SPECIFICATIONS AND REPORTS MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT. IT IS A R 1006.1 Facto built or mason fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. ��?3r�1p 0(2� Factory masonry PPP Y P P �`�- is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. ❑ •A NE\ltT� Energy Efficiency 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 JOB NUMBER cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 mz) throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with 2 0 Z 6 0 2 3 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. UNIT 5 3 UNIT 547- Q SHEET NUMBER . E .z (MODEL B- 1 5 ) (MODEL B- 2 ) W al r-I""" 2 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, Fes) CONNECT KING 5TU05 TO TOP PLATE AT tC X O MM. ROOF FRAMING WRAP 1-1/4"X22 GA.6ALV.COIL STRAP 2x4 OR 2xb Z arrActt ro Fi�ti PAR C , U.rtO X tA"MM OF OPP05LJ6 RAFTERS DBL TOP�� OVER TOP OF TOP PLATE AND NAIL CRIPPLE STUDS W ^ E ATTACH TO PAai PAIR : Or=OPPOSM6 RAPTBR5 RAFfER, � 2x T5 LEDGER INTO 5TUDx5" LAG I6"O.G. BOLTS® 16"OG INTO STUDS - PLAN SEE PL/1 2X BLOCKING O '�d ° A35 a N STROVE-TIE Z j A35 ® EVERY'�R AT 2 END BAYS 2x4 STUD WALL-OR sM1P�/ON sTRONS ShPSON STRONG CEILING J015T OR IN 5 ,6END� Z O_ N ° - - TRL65 BOTTOM CHORD SIMPSON H2 CONNECTOR 0 EA. ° v SIMP50N 5TRON6-TIE �' �� � fn v 51MPSON STRONG TIE H2 8D NAILS -TE m6 rE Rp(�E STRAPS StiPL1 ff ATFAGtED r0 EXIT PAR Gf OPPOS�16 RAFT6Z5. ALTERNATE TO R106E STRAP: H3 0 EVERY RR RAFTER TO 5TW AND KIN65 U TYp. 8d NAILS TYP. ONLY STUDS AND gym:Rw sTRAPS ARE Nor REaw mo cz LA<TEs X PROVIDE 2X4 COLLAR TIE AT (WHEN ALIGNED) V > FOR USE WHEN STUDS AND USE IN GOM$INAnON ONL NCMNAL ab OR 2X4 UhM ARE LZATW N TNT°LM TNRD X TIE LIPPE R THIRD OF THE ATTIC,SPACE L L p N} 'RAFTER5 AL16N 'RAFTER5 DD NOT AL.16N ATTIC SPACE AND ATTAG•{=D r0 EMH PAR OF RAFTERS W/4-IOd NALS W/4-IOd AT EACH RAFTER) G5-22 STRAP AT h- 'E EACH STUD,SEE �, � U 2's (i U) L5U26 FOR 2x6 RR L.SU28 FOR 2x8,2x1O,OR 2x12 DETAIL 4 Z = O L CLU) M \ U Q W r> w FRAMED OPENIZC7 ❑ UU r- 00 \FQR WINDOW OR �. -; -RIDGE STRAP DETAIL / RIDGE STRAP DETAIL SIMP50N 5TRON6-LTE 2x4 OR 2xb EXT OR DOOR LU25® EVERY GJ 5TUD5 0 I6"O.G. (FOR CATH.GLGS WITHOUT COLLAR T:1'� S / (WITH OR WITHOUT COLLAR TIES) �5PECIAL FT a 2x AC-0 LEDGER H/3/8"x5"LA6 eo'a'vsr. N.TS. LOCATE AT EVE // J N.TS. LOCATE AT EVERY RAFTER BOLT® 16" OG INTO STUDS 1CONV15NEGA REQ D� sN�'a/N 5TR1TJ6 SMP�"ON STRONG STRAPPING TO BE 1-1/4 X 22 GA. TE LT5 TE tib / 6ALV.,5EE DETAIL 4/DI.ALL STRAPPING -- GABLE END HALL TO BEAR A MIN.OF ON FRAMING. PORGH ROOF - 5Mxa0N SrRDN6 ED W1L5 TYP.3 IOD MM1Y bE IJP F APDL® / TIE H�OR 11105 GVFR I/2"StFATNRN6 15 M. / 8D NAILS iYP. / FOR USE w1 15TUD5 AND uSE IN coMBINAnoN ONLY wI-0 5TUD5 AND STRAPP i NC DETAIL DETAIL AT ATTIC j Z -RAFTER5 AL16N JR5 DD NOT ALIGN I N.TS. @LN-T S. Q STRAPPING TO RUN ONTO RIM JOIST,SEE F-- DETAIL q/DI(ONE STORY)OR ONTO STUD \ e AT WALL BELOW(TWO 5TORY) \ e e LL' RIG ANS TIES E=5 - - R O� RA�T�R HUR - O e e I KT LOCATED AT EVERY ROOF RAFTER \ ° \ ATTI G o STRAPP I NC DETAIL 1 A 1z AOR �1z>�M� GONNEGTI ONS o DI N.T.S. o m 2ND FLOOR // ; 4(x)2x PROVIDE 3'X3,{0"x3"WASHER PLATE AT ALL ANCHOR BOLTS 4-I6d FACE NAILS FROM Z \V J rn M5TCAb" 5EGURED BY WOOD SILL PLATES. KING STUD INTO HEADER ❑ `� v M.�LOCATE' N OST TOP ANCHOR '�-W 51MP50N PAB OR 55 ANCHOR BOLT5 MAY BE U5ED IN LIE)OF sTRMP START NALS THREADED ROD W/WASHER PLATE. END tE1N6Tf1 / AT EVEERY GOl11MW 6tRDER CONNECTION H/z'LP FROM PROVIDE 3"X6'XA36'6ALV.STEEL PLATE HU It"MIR / EMOF 15U b-80 NAILS AT COR�5 AND INTER5EG11% (4)NALS MIN N / '` WALL5. 3'X12"XD3b*6ALV.STEEL PLATE PU TL"LENGTH(EYP.) \ 1 I 12-8D NAILS AT AT BUTT JOINTS M 5TRA16K 5IMP'50N L5TA12 STRAP IN G.EAR SPAN I WALLS WHERE THERE 5IN6LE PLATE OR HEADER 5-1019 NAIL5 EACH END AT 2X6 KING STUDS NAN): EACH JACK 5TU9 l I / H- ONE AT SPANS UP TO b FEET 6Ur LENGTH \ / �� 24'MINIMUM LAP SPLICE TWO FOR SPANS 6 TO 12 FEET O PRMW MN 8D 2 7 Z 5/8"� /301 ROD THREADED b"BOTH ENDS. THREE FOR 5PAN5 12 TO 16 FEET 2Xb JAGK 5TU05(UD.N): BOTTOMPRE�ETlr u� 3/4"AND I"ROD AT 51MP50N 5TEEL 5TRON6 WALL,5EE PLAN5 12-160 MIN.NAILS ONE AT SPANS<b' n F T 1/8 ESD 1�10TN IST FLOOR LS AT ALL SPLICES TWO,AT 5PAN5 FROM V TO 12' F- r r MIN THREE AT 5PAN5>12' W 51MP50N P05T BASE `�' 2"X3/8"X3"WA5HER PL W/NUT EACH 51DE UNLESS NOTED OP-ERH15E ON PLAN (4)NAL5 MR N I ABU44 OR ABU66,5EE PLAN ❑ _ L r LENDTH(�) CSrM COIL STRAP UPPER STORY SHEAR m I ( 1 WALL TO NNEGTI ALTERNATE ANGHOR BOLT DETAIL @ EXTERIOR WALL ❑ W 0 (�)N FLOOR TO FLOOR TICS � ) BELOW GONNEGTIONEOR SET BACK WALLS HDU HOLD-DOWNS AND STRONG WALL DOUBLE TOP HALL PLATE SPLICE DETAIL HEADER GONNEGTIC�N .TS. LOCATED AT EVERY 5TUD I \\ InNI)HOOKED ANCHOR BOLT HU T FOUNDATION MINIMUM B�r>ENr OR EXPANSION @=N=T S. I4 I I V NOTE: I \ BOLT Yy15'MINIMIk1 EMBEDMENT N.TS. N.TS. (•OL STRAPS LM SIVRI N6 PRDVDE:Sd C M�ION(0A x 25"L ft)NALS. v 60L STRAPS OVER StfAM%PRNIPE:10d 6A401(0151 x V LONG)NALS. I \\ I \\ 6 COLUMN POST BOTTOM ANCHOR � LOCATE AT EVERY WUJMW GIRDER CONNECTION RM T� A L L OViIA B L E HOLES - ►� To I Ar v/LLEY NK SD NAIL®6'0/6 AT ALL PANEL EDGES r ) IbD NAIL® 24 0/C, LVL Headers and Beams Z v AS IM WF4M T�NtiLf� 160 NAIL 0 24'OIG 51MP50N HGP HIP HIP PE p�LgN SHEATHIN6 PLYWOOD Microllam® LVL Ram CORNER TIE INTERIOR 1.3E TimberStrand® and NOTE:WHERE 24'WIDE MINIMUM FULL HEIGHT (A)MALS MN N LSL hole zone Parallame PSL 2 x diameter of the WALL RETURN 15 PROVIDED AT B05 OF I n"NALS ( N hole zo largest hole(minimum) ya depth U BRACED WALL LINE THE b"HOLDONN MAY O BE ELIMINATED. PROVIDE TWO(ONE AT EACH I x i/ • ❑ SIDE)G5-22 STRAPS PER DETAIL 4 IN Llai OF I 13/4'MINIMUM r UPI45TH(MN) - J SD NAIL 0 V O/G - - - - - - L5TA3b STRAPS SHOWN IN THE DETAIL NAIL 5HEATHIN5 TO 51MP5ON�WASHER o AT ALL PANEL E06E5 INTERIOR 511 PLATE W/Bd 2X ACQ SILL PLATE. DOUBLE o d NAILS o 4'O/G SILL AT FULL BASEMENTS EXTERIOR GYPSUM BOARD o 0 0 5/8 DIA.STEEL ANCHOR Microllam® LVL and -� T"MINIMUM - - - - - SD NAIL 6 12"0/C,AT ALL Parallam®PSL EMBEDPIENTBOLTS MAX.2'-8'OG_ j p n vxL>Y allowed hole zone EXTEND BOLTS MIN.T'INTO C,5 22 COIL STRAP To RAFTM MEMBERS NOT AT PANEL ED6E5 FON.WITH TIGHTENED NUT 4 3'x 3'WASHER TO EACH BOLT. middle Y span (Z)2 x 6 AGQ 6I P"PON L74 RATE NALV TO L5TA36 W/10-I0d NAILS #4 GONTINlIl0U5 BAR PROVIDE TERMITE SHIELD SILL 5L1 PLATE sMP.:cN GOL STRAP 15/32"058 OR SEAL AND MAINTAIN 8'MIN. RIM AND SILL PLATE®140/0 AT EACtl RVU WIM PLYWOOD 5HEATHING INSIDE CORNER OUTSIDE CORNER d 1.3E TimberStrand® LSL allowed hole zone d r` r` INTO STUD ABOVE AND LOCATED 2'TO 6' R20M VND TO FINISH GRADE BELOW(2 EACH CORNER) FROM TOP OF WALL vAUEY Hac Irrrcrs. Tall= (2 E NOTE: NAL A5 Pat TMZ')V WFaM. PLAN VIEW PLAN VIEW iu 7 r- r` � (o - ao EXTERIOR WALL TOP General Notes a N N M M `0 N COIL STRAPS UNDER SHEATHING PROVIDE:8d COMMON(0.131 x 25'LONG)NAILS.COIL < N 0V N Ci ri c: SEE FO1NDAnON PLAN STRAP5 OVER SFEAT146 PROVIDE:IOd COMMON(0.131 x 3'LOMB)NAILS. E\/T I�[D CORNER HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded LAY-OSIER OR FALSE �/A4LLE=Y PLATE H I i� GONN�GT I ON /\ l/I� DEPTH HOLE SIZE headers and beams only. 5TORY CORNER GONNEGTOR5 TYPIGAL ANCHOR BOLT STUD TO RIM JOIST TO SILLPLATE 5-FRAPPINO DETAIL WALL FRAMING 4Y8" • Round holes only 5Yi13/q" • No holes in cantilevers. KT.5 7Ya"to 20" • No holes in headers or beams in plank orientation. Vnd S. LOCATED AT EVERY CORNERLOCATION A5 NOTED N.T.S. LOCATE AT EVERY STUD N•T•�-�• �NT!5. H•TS• See illustration for Allowed Hole Zone DO NOT Cut notch or drill holes in headers except as Z Z indicated in illustrations Z and tables. U> a iii Z m rn n. Z Z Z 0 Z Z Z N �. A MINIMUM OF TWO BRACED WALL LINES(EWE..)A IN EACH DFREGTION OF A BUILDING. SHL'S SHALL NOT 13E SPACED VTI • D 5TRAP RV W�MUTHR46 fl D(n%pfD STRAP MD WAIL 5f1EArryNy n O O O P 0 O H- w MORE THAN 60 FT APART. WALLS WITHIN A OHL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BWL. BWL LOCATIONS ARE TO TOP OF PGNY WAL P m I TD T6P OF PONY WALL r Lsm I I j a ¢ c~» INDICATED ON FLOOR PLANS 2 MAX PONY WALL MAY BE -\_ 2�T MAX PONY WALL MAY BE �\aI N 6IMP 9N VFTV NG1_DOAM AT 66-W tsR 41P I I � � W w � of M m 0' WALL END PANfts A)FDU AS RE(�URED A BRACED WALL PANEL(BWP)SHALL BE61N WITHIN IO FEET OF EACH END OF A BW_ THE DISTANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER ®®I ED6E5 OF BAPS SFFALI-NOT BE eREATE R THAN 20 FEET. THERE 5HALL BE A MINIMUM OF TWO BWP ON EAC44 BVL EXCEPT AT AT WAaP WALL PETALS 6 AND D. WALLS(Ib FEET LONG MAY HAVE ONE 48"OR LONGER 5WP. BWPS ARE TYPICALLY C5-N51?SHEATHED BRACED WALL PANELS m 3 V2'WIDE LVL HEADER(SNS PLAW o ® 8-100 MALS AT DT rV (TYPE A)OR 6YP5UM BOARD 66(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BHP TYPE5 A CONTINUOUS TO OIT5IDE OF PANEL ® AND B DO NOT QUALIFY DUE TO MINIMUM L.EN6TH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BW 15 REQUIRED. BW TYPES ARE INDICATED ON FLOOR PLANS. <� ®I 3/8'm THREADED ROD ® G5-W5P C.ONTINlOU5LY SHEATHED BRAGED WALL PANELS(TYPE A)SHALL MEET - Z NOTE:WHERE 24'WIDE MINIMUM RAL HEIGHT THE MINIMUM LBJ6 OF TABLE'R602.105. NAIL 7(r,'MINIMUM WALL CONTINUOUS I LVE'MIN DEEP HEADER TO CONTINUOUS 1114"MIN DEEP HEADER TO F WALL RETURN 15 PROVIDED AT EN05 OF SHEATHING WITH 6d NAILS A 610/6(ED6E5)AND LVO/C.(FIELD)AND PROIADE 2X OUT5IDE KING 5TUD(5EE PLAN) LQ OUr51DE KING STUD(SEE PLAN IQ PMEL EXEC ~� 65+61?BRACED WALL LINE THE 8" BLO(XJN6 AT ALL UNSUPPORTED PANEL ED6ES. PROVIDE 800 POI IND HOLD" FASTEN J'5HEATHIN6 TO HEADER W/ FA51E N II'SHEATHING TO HEADER W Z HOLDOWN MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE 8D NAILS®310/G IN EACH DIRECTION 8D NAILS®3"0/G IN EACH DIRE-GT10N W r CD EITHER A 24"MINIMUM FULL-HE1614T WALL RETURN OR A 48"MINIMUM 5WP. SIMPSON LSTA24 STRAP ON BOTH SIDES AMD SIMPSON LSTA24 STRAP ON UNSFEATH92 TRIM TOP OF PANEL AS REQ'D Lam••( V EACH OF HEADER TO JACK STUD W/Ib-IOD NAILS =O FACE IN I6-IOD NAILS -2 LL TABLE R602.105 MINIMLIM LENGTH REQUIREMENT5 OF G5-WSP z z b-1/4'5D5 SGREH5 O W } m GONTIN10U5LY SHEATHED BRAGEP WALL PANEL5 FASTEN TOP PLATE TO HEADER HU 2 Z FASTEN TOP PLATE TO HEADER W/2 Z PORTAL STRAPS 1/2'FROM 17�GE ON --I C] WALL AJAGENT CLEAR MINIMUM LENGTH OF ROH1�i of I6d NAILS®3'o/c ROW5 OF Ibd NAILS 0 3"O/G W Q Y WALL MIN PANEL BOTH SIDES(4 STRAPS PER PANED v v HE16HT(FT) WIDTH"L" > 0 Iii HEIGHT(FT) OPING HE169 BRACED WALL PANEL W -51MP50N CM G4UPL.ER NIT PANEL SHALL HAVE A LENGTH 18 OF NOT LE55 SHALL HAVE A LENGTH'L'OF NOT g 28' ❑ = Q <64' 24' � LI--�-�THAN Ib'FOR 8 FT WALL,18'FOR 9 � LE55 THAN I6'FOR ONE STORY AND 24'FOR 8 64"TO 80' 32' FT WALL,AND 20'FOR A IO FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION. q 32' SIMP50N cSH513 5 158 Z U o 8o'TO qb" 36'1 PLAN FOR ACTUAL LENGTH X SEE PLAN FOR ACTUAL LENGTH 7- 10 34" PANEL,VERIFY PANEL 15 PLUMB LD (b4' 21' 6YP5UM BOARD "66"BRACED WALT.PANELS(TYPE B)SHALL BE Q 2 II 38' �� q ANCHOR BOLT OR q b4"TO 80" 30' 48'MINIMUM IN LB46TH ON BOTH SIDES OF WALL PER TABLE - - - - ADHESIVE ANCHOR . (2)JACK 5TUD5 MIN.OR PER PLAN x 12 42' MOTE:DETAIL APPLIES TO 80'TO qb' 4I" R602.105. SCGUREX� 6YP��l1M BOARD WITH 6d COOLER NAILS, LL (2)JACK STUDS MIN.OR PER PLAN y- BOTH ENDS of HEADER 0 v <64' 30" Dgl5"X IV 6YP5UM BD NAILS,OR Dq8"X I%'ANN L,% WN6ED 1p 64"TO 80' 30" NAILS O?'O/G(ED6E5)AND"!'O/G(FIELD). BLOUCIN6 15 NOT LLL ❑ 80'TO qb' 35. AT UNSUPPORTED PANEL ED6E5 WHE4 PANES ARE BLOCKING AT PANEL EDGES BLOGKIN6 AT PANEL EVC-E5 CV INSTALLED HORIZONTALLY. PROVIDE JOIST OR TRUSS OR FULL "Partlal credit for panels 36"to 48"wide per R602.105.2 HE16K BLOCKIN6 DIRECTLY ABOVE AND BELOW TYPE B WALLS. ONE JACK AND KING STUDS ONE JACK AND KING 5TU05 BLOGKIN6 AT PANEL ED6E5 "L" EQUAL TO Iii U TYPIGAL HOLDOWN DETAIL AT CONTINUOUSLY SHEATHED WOOD TWOKIN55TUD5 or > 12" �� �i FASTEN 7/16'SHEATHING TO EACH STUD FASTEN lAb"5WATHIN5 TO EACH STUD P r FRAMED FLOOR A STUCTURAL PANEL "CS-WSP" -TYPE A B GYPSUM BOARD GB -TYPE B AND 5ILL W 8o COMMON NAILS 0 3'01G, AND SILL IN 80 COMMON NAILS 0 3'0/G 0 m FASTEN T/Ib'SHFATHINI6 TO STUD Z NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL Wl 8d NAILS o 4.O/G Z J --- PORTAL DETAIL'A'ONLY APPLIES SIMP50N H015 HOLD"W1 14-1/4'505 SIMPSON HIAn HOLDONN W 6-1/4' Z � � Q I N.TS. TO 2 Fir TO 18 FT WIDE OPENIN65. TABLE 602.10.3(1)BRACING REQUIREMENTS BA5ED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO SCREWS IN DOUBLE END STUD ` xO E O BOOR ABOVE• Ur HDU4 HOEDOWN W/10-1/4'505 � HIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,l0 FOOT REQUIRED LENGTH OF HALL BRAGIN6. 2-1/2"m ANCHOR BOLT OR EXPANSION PANEL TO 517 DIRECTLY ON TOP OF SCREWS IF FLOOR ABOVE. GONISIT DI FOUNDATION WALL U shP�.aON DTTIZ tlCtl19AT1 AT(f T DRAG® HALL HEIGHTS,AND 2 BRAGED HALL LINES BOLT WITH 2"X2 A/W PL WASHER I/2'm ANCHOR OR EXPANSION BOLT W �G �pBER C Cy WALL END PANR5(TYPE Al IDU A6 WAUR® OVER cc SII AT DRA(.H>WAIL PETALS G MD D. ADJUSTMENT STORY CONDITION ADJUSTMENT ❑ � � � STORY BWL SPACING GOVT METHOD 6B #4 BAR CONT IN TOP OF CONCRETE CONCRETE #4 BAR CONT IN TOP OF CONCRETE K3 TIE C) C7 " � ;Y L BASED ON SUPPORTING FACTOR 2-I/2'm ANCHOR OR EXPANSION BOLT � , 'p 0 SHEATHING EXPOSURE GATEC-�ORY ONE STORY G 12 FOIRNDATION FOUNDATION Ltl FOWAnom F- °1. - A { � S-W NALS AT 71TV : : EXPOSURE CATEGORY ONE STORY D IS #4 BAR CONT IN TOP AND BOTTOM Q .. 0 TOP 10 2.5 55 EXPOSURE CATEGORY THO STORY G 1.3 PAB5-18 ANCHOR BOLT OR%'THREADED OF CONCRETE FOMATION SIMPSON 587/8X24 OR PA51-18 ANCHOR :5- ROE) ® TOP 2O' S.O' 10.0' EXPO5URE CATL60RY TWO STORY D 1.6 EXTEND WALL SHEATHING OVER RIM JOIST ROD W/WASFER PLATE,SEE DETAIL IS/DI s BOLT OR Ye"THREADED ROD, W PABS 18 ANCHOR BOLT OR/e'THREADED 5EE DETAIL 15/DI = `'`•. =` ® TOP 30' 7.0' 145' ROOF EAVE TO RIDGE ROOF ONLY 15 FT 13 PANEL®sE OVER ROD HU WASF�PLATE,5EE DETAIL IS/DI V ROOF SAVE TO RIDGE ROOF ONLY 20 FT Ib FRAMED WALL PORTAL DETAIL'B'ONLY APPLIES TO b FT TO 18 FT WIDE OPENIMEf. R I a FLOOR PANEL HAS CONTRIBUTING LEN6TH OF 48"TOWARDS R602.10.3(I)MINIMUM L.EN6TH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS , TOP A^1 Q.O' 18.5' ROOF SAVE TO R106E ROOF+I FLOOR 15 FT 1.15 REQUIREMENTS FOR BRACED WALL PANELS AT BRACE V WALL LINES. WALL TO BE CONTRISIMNB LENGTH OF 46'TOWARDS Rb02.10.3(U MINIMUM LBN&TH TO PETE MINESTROP NE LL REQUIRES ENGINEERED DESIGN To ❑ N FN1 1711 ROOF EAVE TO R106E ROOF+I FLOOR 20 FT 1.3 tEW ON FIRST FLOOR APPLICATION OHI.Y. REQUIREMENT5 FOR BRACED WALL PANELS AT BRACED WALL LINES. TO DETERMINE PANEL 51ZE NNWI ANCHOR BOLTS FOR TOP 50' 11.01 23.0' ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ACTUAL HORIZONTAL DESIGN WIND LOAD AND CONDnI�I ROOF EAVE TO R106E ROOF+2 FLOOR 20 FT NP I TOP 60' 13.0' 275' JO MBER WALL W16HT ANY 5TORY 8 FT OA CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL 3/8'm ANCHOR BOLT OR : HALL HEIGHT ANY 5TORY q FT OA5 ADHESIVE ANCHOR BOTTOM of 2 Io S.o 105 KALE HE16Hr ANY STORY 11 FT 1.05 C FRA��ES-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPE D E DETAIL - TYPE E �DOEAIL - TYPE F 2016023 BOTTOM OF 2 20' q.01 Iq.O' WALL HEIGHT ANY 5TORY 12 FT 1.1 NOT PERFIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 O SCALE PER ENGINEERED METHOD W a Gogo NIMBER OF BN PER PLAN DIRECTION AT STORY 3 13 BOTTOM OF 2 30' 13.0' 275' RIMBER OF BNL PER PLAN DIREGTION AT STORY 4 1.45 Q SHEET NUMBER NUMBER OF Bit PER PLAN DIRECTION AT STORY 5 OR MORE 1 b 2 BOTTOMOF2 40 11.0 36.0 BRACED WALL PANEL DETAILS Z GYP BD FINISH OMITED FROM INSIDE FACE OF BWP 1.4 HOLDO�IN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIE5 TO METHOD G5-H5P ONLY (21 Z 2O NTS. BOTTOM OF 2 60' 25.01 525' APPLIES TO METHOD 68 STORY 4"O/G 0.7 p-1 NOT TO SCALE UNIT 5 3 (MODEL B- 15 ) UNIT 5 4 (MODEL B- 2 ) 0 W ❑ COPYRIGHT GRCH ARCHIT'ECT'URE P.C. 2017: ALL RIGHTS RESERVED HATCHED AREA ^^ 11 INDIGATE5 LOCATION A 11-- W 10'-0" HIP WIDTH OF FIRE RATED ROOF d WALL 5HEATHIN6,4'-O" g2-5 w FROM CENTER OF 4'-0" 4'-0" RIDGES TO ALIGN FIREWALL-EACH SIDE (NO VENTING) (NO VENTING) U O RIDGE VENT I RIDGE VENT 0 V m Z ^ , W p N o ti b"AZEK TRIM BOARD U U '>N I"x b"AZEK RAKE o N LEADER5 I"x 3"AZEK TRIM (nALL 6U6UfTE4R5 4 LEADER5 SHALL BE BAKED p U x _0 r) WHITE ALUMINUM .032"MIN.6AU6E,6UTTER5 q I� HARDIPLANK Ho /. U Q w N M nom •- rn CLAP SIDING 12 I2 611TfER5 d LEADERS U SHALL BE 5"SEAMLESS,O.G.STYLE W/ALL // ALL XF ER5 d LEADERS SHALL BE BAKED ❑ RELATED t REQUIRED AGGE55ORIE5. LEADER5 q 5HALL BE MIN.2"x3",.027"6A rvE W/GLIP5 I 12 q coM CC WINDOW WHITE ALUMINUM .032"MIN.GAUGE,GUTTERS � M ANGHOR5. CAULK d 5EAL ALL JOINTS. PITCH +/- 11 SHALL BE 5"SEAMLESS,0.6.STYLE W/ALL 6"HIGH BLIND �A� d REQUIRED ACCESSORIES. LEADERS 0 _ GUTTERS MIN. 1/8"/FT.PROVIDE P.Y.G. REGEPTOR5 8"ABOVE GRADE TO RECEIVE - FLASHING 5HALL BE MIN.2'x5',.0-71'6AUGE W/GLIP5 d LEADER5(GLo5ED GAP DESIGN). 12U12— �2 ANGHOR5. CAULK d SEAL ALL JOINTS. PITCH +/- II244b 12 12 J80:2'-4GUTTERS MIN.t/8Yf f.PROVIDE P.Y.G. RECEPTORS 8"ABOVE GRADE TO RECEIVE I"AZEK 5HEETING +/- I I +/- I I X 4'-b" 12 6"HIGH BLIND z \\ - - _ '-�q � Z w FLASHING &' AZEK wO - - - - - - - - - EZE$D2 f 6GIA BD. DINING AREA PLATE HT. i'-O" / /i _ (\ - OH. 6 6 - - OH OH I'_0 ���� 1x8 F �B \ BREAKFAS (n CLOSET _ Z PLATE HT. O G OH OH ��+ 2'-p" U 12 Y PLATE HT. LINE OF ROOF I I 2 O q 111 11 lyl 11 TRU55 BEYOND i i - - -- - - / i ILL Ln $ Q -- I"XS"AZEK F- uuu J �u -ul-_ JI ✓ / �u�'f -- uu -- I I i' FRIEZE BD. ~ O l J � - _ -� (3) 2x8 P.T. 61RDER o 10"AZEK I I = - (J V J I II, � - _ = LINE OF DINING ROOM BEYOND = FRIEZE BD. - z - I I WALL$EYOND `� +`X / 1x8 FA5GIA BOARD 1TRIxI2 AZEK— CL i i / Ll COLUMN® i i / i I —GOLUMN® COVERED PORCH BEYOND I I i I; PORCH BEYOND I I ; / T7rT I I 51MP50N LU528-3 FACE FIN. 15T FLOOR I I _ _ _ _ / LZF _ - - -wlI V FIN. 151FLO O = MOUNT HANGER ELEV.+O'-0" ,. /� /� 0 �l ELEV.+Ob" N - - - - - - - - - — — — — — — — — — — — — — — — — — — — - - — — — — — — (3) 2x12 P.T. GIRDER BEYOND SOFFIT EXTERIOR WALL co I"Xb" AZEK I I I W 21, HATCHED AREA 4" TRIM I TRIM BOARD I -HARDIPLANK 5HIN6LE SIDING I I V I I I 1' 0 Ix AZEK TRIM BOARD OVER I I I I I I I I - I I m INDICATES LOCATION ALL SIDES ALL SIDES TYVEK OR EQUAL -l/I6 05B 5HEATHIN6 V J v - - - - u, � �i OH. GIRDERS (TYP) OF FIRE RATED ROOF d -2x6"WOOD STUDS® Ib"O.G. w V m w 51MPSON B052-3/b P05T I I I I i I WALL 51 EATHIN6,4'-0" I I I I ❑ GAP ANCHOR o I I I I I I FROM CENTER OF I I -b"R-Iq BATTS I I o O FIREWALL-EACH 51DE I I I I l o i 10" 5QUARE H64 C PERMA CAST I I I I I I I I I I L J COLUMN#46382 W/5OUARE I FLAT GAP Q BASE (OR EQUAL) - I I I I I I I I I I U CORNER GOLUMN TO BE I 4" 2'-0" i o CL 2 HR 5EPERATION Z) I I = PROVIDED W/SPLIT KIT BASEMENT I I I I I I I I I I BASEMENT ♦— WALL PER UL#33b _ II - - - -�- }- I - - - - - - - - - - - - - - - - - � - - - - -�_ - - - - - - - - - - - - - - - - - - - - I bxbP.T. P05TWITH5IMP50N — � >-` - - -i - - - - - - - - - - - - - - - - - - - - - - - �:)I- - - - - - - - - - - - - - - - - - - - - - - -T - - - - - - - - - - - - - - - � F- ABUbbPO5TBA5E (TYP - ALL - - -I- - - L - - -� - - - - - - - - - - - - - - - - - -I - - - - - - - - - - - - - - - - - - - - - - - -A--I- - - - - - - - - - - - - - - - - - - - - - - -I - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- -I � 1 GOLUMN5) l­_ ��/ UNIT 54 UNIT 53 ( 15 ' PORCH) III TYP. REAR COV. PORCH DETAIL I (MAGNOLIA)- A FRONT ELEVATION o MODEL B-2 BZ_5 MODEL B (JUNIPER) 1/411 ,I o 2 HR 5EPERATION A WALL PER UL#336 B2-5 TYPICAL ROOFING: 4'-0" 4'-0" TYPICARGH1=GTURAL 12 (NO VENTIN6) (NO VENTING) TYPICAL ROOFING: SHINGLES 15#FELT �q ARGHIT)=GTURAL SHINGLES 15# RIDGE VENT I RID6E VENT FELT UNDERLAYMENT rn UNDERLAYMENT ROOF VENTS 5/8" PLYWOOD 5HEATHIN6 ri o � 7 co 5/8" PLYWOOD o N N M M (O r 5HEATHIN6 6UTTER5 I LEADERS HARDIPLANK ALL GUTTERS t LEADERS SHAH 12 BE BAKED WHITE ALUMINUM .032" 6"AZEK TRIM BOARD q HORIZONTAL CLAP MIN.GAUGE,GUTTERS 5HALL BE SIDING 5"5EAMLE55,0.6.5TYLE W/ALL RELATED d REQUIRED HARDIPLANK " z AGGE550RIE5. LEADERS SHALL HORIZONTAL SIDING 6 AZEK TRIM BOARD a g BE MIN.2"x3 .027"6AUGE W/ z U) co GLIP5 d ANGHOR5. CAULK d I"x 8"AZEK RAKE BD W/ FLUSH ROOFS 12 z z z Lu SEAL ALL JOINT5. PITCH I"x 3"AZEK TRIM(TYP) q I"x 8"AZEK RAKE BD W/ IF) 7J5 o o O ; Fn E O O a Q 6UfTER5 MIN. 1/8'/FT.PROVIDE /� 12 w w w _j w w N P.Y.G.RECEPTORS 8"ABOVE b"BLIND FLASHING NO fE: q I x 3 AZEK TRIM(TYPJ w w U GRADE TO RECEIVE LEADERS / \ I ROOF TRU55 DESIGNER TO / (GL05ED GAP DE516N). B_I ADJU5T HEEL HEIGHT FOR / b"DIA6.AZEK `O 0 \\ 12 q ROOFS TO BE FLU5H 12 / TRIM BOARD N 12 =t / \ q s cj _,� / b"H16H BLIND ga. / FLA5HIN6 � At o� _ _- / \ FASCIAS -' W 2 C) ., R - - - - _ - - - - - - - - - - - - - — _ 2-1.1 ALIGN ,, _ FASCIAS Z GREAT ROOM _ _F' / - - - - - - - \ - GREAT ROOM PLATE HT. L- - - - - - - " - / nn nn 1 PLATE HT. W c, I-D -- - -- ---- / / / / I'-0" --- - - --- I� cD u, OH. - - - - I I I I I I I / / I I I L I J I I I I I I / / I I I I I j H� Y I i l' I I I II I I I I B2-I W V u1 Q —� I I I 1111311 U D . _l,; i l 18'- B WI TH IL7 I '/ I6- ' WI TH I I o C- ❑ 1 AZEK TRIM I I I I I I I I NI 11 COLUMN® COVERED- -r I s I I I I I I I I I I I ALL 51DE5 PORCH BEYOND iI I i;l -. I I _ I I I11 11 1 1 1\11 IL IIllIll I I I I I I � I I I I I I F= I I p I I I I Z I I1\1 I I I I 0 m FIN. 15T FLOOR_ _ I 1_I. L.1- I I I - I I I I I _ FIN. 15T FLOOR 2020 NY5RG- 8312.2.1 ELEV.+0-0IN DWELLING UNITS,WHERE THE TOP OF THE 51LL OF AN " Z _" 2020 NYSRG- 62421.8 (503.8) OPL�ABLE WINDOW OPENING IS LOCATED LE55 THAN 24 U o v) VENTING 5Y5TEM TERMINATION LOCATION: ABOVE THE FINISHED FLooR AND GREATER THAN l2"ABOVE U) t ,q I I I I I I II II UIQ I I I SII II II�� I I THE PENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN THE FINISHED GRADE OR OTHER 5URFAGE BELOW ON THE 6 TRI L 5117E5 II II III 1x4 AZEK TRIM II II II 6x6 P.T.P05T WITH 51MP50N EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL ti I M I I I I I I I I I t I ( ( b AZEK TRIM I I INPUT OF 10,000 BTU PER HOUR(3KW)OR LE55 SHALL BE II II 1111 I ALL SIDES(TYPJ IIII II IIII I BG52-3/6 P05T GAP ANCHOR d " COMPLY WITH ONE OF THE FOLLOWING: U �' bxb P.T.P05T WITH I I I I ( I I III II IIII I I I IIII II IIII i I ALL SIDES I SIMPSON ABUbb POST BASE(TYP- I LOCATED AT I FAST 6 FROM ANY AIR OPENING INTO A #OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE f "+ 51MP50N BG52-3/b i II it IIII I II II II BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER 10,000 Q ,. I " �, IA I I II E6RE55 III I I I I III II 1 I I ALL C.OLUMN5) I TO PA55 THROUGH THE OPENING IN IT5 LARGEST OPENED 7; P05T GAP ANCHOR t 10 SQUARE HBd6 PEM CAST I I I I I EGRESS IIII I BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE O I I I I I I I it HINDOW 1111 I I I IIII IWINDOW IIII I I I I p POSITION. W � 51MP50N ABUbb COLUMN #46382 W/5 XXi;i L=__�L=__7A I L-_= _==JJ I I INSTALLED WITH A q INCH PENT TERMINATION CLEARANCE,AND #FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 20g0 2 n� Po5T BA5E(TYP- I I I FLAT GAP 4 BASE(OR goUAL) I I LI---------IJ I I I u-_-____--u I q I I ID SaUARE HBd 6 PERMA CAST I AN APPLIANCE WITH AN INPUT OVER 50000 BTU PER DOUR COLUMN #46382 W/SQUARE SHALL HAVE AT LEA5T A 12 INCH VENT TERMINATION (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO �� 2 ALL COLUMNS) I I ( - CORNER COLUMN Td BE I I I I I I I I RELEA5E THE CONTROL DEVICE ALLOWING THE WINDOW TO 3810 Q- 'aS q FDI FLAT GAP 4 BASE (OR EQUAL) CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR (� PROVIDED W/SPLIT IIT I I I I I I I I FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING F -J FDI - GORNER COLUMN TO BE INTAKE SHALL BE LOCATED AT LEAST 12 ABOVE GRADE. AREA OF THE WINDOW UNIT TO LE55 THAN 5.7 SQUARE FEET. ❑ NEW I 12 HR 5EPERATION WALL PER UL#336 PROVIDED W/SPLIT KIT BASEMENT _ I I I I I I I I I I I _ _ _ _ _ _I BASEMENT - _ NUMBER I- - -rt - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - --I - - - - - - - - - - - - - - - - - - -� - I- - - I - - -J l- -J L - - -I- - - - - - - - - - - - - - - - - - 1- - - - - - - - - -U - - - - - - - - - - - - - - - - - - -L - - - - - - - - - - - - - L- - - - - - - - - - - - - - - - - - - -I w 2016023 UNIT 5 3 ( 15 ' PORCH) A UNIT 54 UNIT 5 3 UNIT 5 4 DUET = SHEET NUMBER CLUSTER a 82-5 co MODEL B-2 MAGNOLIA '� ELEVATION Z MODEL B (JUNIPER) ( ) 1/411 = II-0II (MODEL B- 15 ) (MODEL ELEVATIONS W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTIONAL SELF FLA5HIN6 _ z STANDING SEAM METAL ASPHALT ROOF 5HIN6l w � E GHA5E GAP I �II� II ROOF VENT5 NNU 6" TRIM GAP — — — PLYWOOD SHEATHING / 0 u CUA / z I� 12 ( — — I 15#ROOFING FELT PAPS / O N OPTIONAL WOOD / � •E—� }, INSTALL ICE d WATER SHIELD PER ■ GHA5E WITH METAL / U > GAP AND CULTURED MANUFACTURERS SPECS.TO ROOF FRAMING � N} INSTALL ICE d WATER 5HIELD MAINTAIN PRODUCT WARRANTY. / I I STONE VENEER PER MANUFAGTURER'5 CARRY DOWN FRONT OF FASCIA- / U j -c 2 z _ 5PEGIFIGATION5 TO MAINTAIN / z i n�.� MIN 4'TYPICAL - PRODUCT WARRANTY 0.40 ALUMINUM DRIP EDGE Q w M NOTE: GAP / _ � - c.0 APPLY ICE d WATER SHIELD IN ❑ � OH. FAIR WEATHER WHEN THE AIR, 6UtrER / 00M if Z 10'-8"HIP WIDTH \ ROOF DECK AND MEMBRANE / i I'-0" ARE AT TEMPERATURES OF a 2 GABLE `0°F(5°G)OR HIGHER. B-I ly FLUSH ROOFS OR 12 12 9 q ALIGN B-I FASCIAS � z I_ GREAT R00 O NOTE: ❑n - _ - PLATE HT APPLY ICE d WATER SHIELD IN U BREAKFAST ( FAIR WEATHER PLATE HT. - - - - �_ WHEN THE AIR,ROOF DECK AND MIEMBRANE ARE AT I'-Q" i ' I I �' TEMPERATURES of 40°F(S°G)OR OH. I I I I I -14 H16HER. z FASCIA BOARDAZEK I I — 13 AFD SOFFIT NOTE W: eoARD>^u 2"CONT. O VENTINS,OR- -- PVG 5HUTTER5 WITH FIXED o VINYL SOFFIT �� F- M� HINGES. WIDTH OF O = z SHUTTER TO BE HALF II o - - Qj� C) t_ WIDTH OF WINDOW. i l - - _ � � DETAIL 2 ❑ f w Ix4 AZEK TRIM i i i i � .I � SCALE: 1 1/2" = 1'-0" 2 . 101 I I I �' z ip, FIN. 15T FLOOR _ 1111 1111111111 111 1 1 I I I I '1 0 _ _ _ _ _ _ _ FIN. IST FLOG ELEV.+O' LINE OF LINE OF EXT. bxb P.T.P05T WITH I I I I I I WALL 0 DEN WALL® 6AR. 51MP50N BG52-3/b 12" 5QUARE HB$6 PERMA GA5T ^ - Ixb AZEK TRIM I BEYOND BEYOND P05T GAP ANCHOR d 1 AZEK TRIM I COLUMN W SQUARE FLAT GAP Ix4 AZEK TRIM I ( I l(R-30)BATT + "(R-11) 1- �'••1••� W 5IMP50N ABUbb I ALL 51DE5 I d BASE (OR EQUAL) - CORNER I I I I BATTS = COMB] INSULATION b' (R-19) BATTS r P05T BA5E(TYP- G NTINUOU5 ABOVE ( ALL COLUMNS) I I COLUMN TO BE PROVIDED w/ I I I I VAI-UE OF(R-4 SPLIT KIT I I I — I WALL I ( I AZEK 5HEETIN5 I 1 BREAK I I I I I I I CONT.BLIND FLASHING ❑ w O I I I i I 2"x b"NAILER-LAB i I I I i I I BOLT TO VERT 5TU i I I I I I I W/ "DIA X b"L BOLT5 - - - - - -I - - - - - - -I - -- - - - - - - - - - - - - - - - -I j �I- - - - - - - - - - - - - - - - - - - - - - - - - - - - 1-I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IL - - 1 I- -� L — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1- — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — I— — — — — — — — —1— — — — — — — -1--- — —— — — — — — —— — — — — — — — — — J - - Q 2"x b"RR® Ib" ( I ~ 2020 NY5RG- 6242-1.8 (503.8) 2020 NYSRG- R312.2.1 R 1 C HT END ELEVATION OG I I U VENTING SYSTEM TERMINATION LOCATION: IN DWELLING UNIT5,WHERE THE TOP OF THE SILL OF AN n _ ( I q ((R-30) BATT5 W THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" 1/4 - I -O AN INPUT OF 10,000 BTU PER HOUR(300 OR LE55 SHALL ABOVE THE FIN15HED FLOOR AND 6REATER THAN l2" 2"x 4"5OFFIT BM5 ( I BE LCGATAN AT LEAST b'FROM ANY AIR OPENING INTO A ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW UNIT 5 3 ( 15 PORCH) MODEL B (JUNIPER) ® Ib"OG I 0 BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW HEADER PER PLAN I I O 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 1 I I p HOUR SHALL BE INSTALLED WITH A q INCH VENT 'OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN SPHERE TO PA55 THROUGH THE OPENING IN ITS,LAR6E5T I I INPUT OVER 50,000 BTU PER HOUR 5HALL HAVE AT I EAST OPENED P051TION. A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF 0 FALL PREVENTION DEVIGE5 THAT COMPLY WITH A5TM F THE VENT TERMINAL AND THE AIR INTAKE SHALL BE 2010 B TRAN50M WINDOW LOCATED AT LEA5T 12" ABOVE GRADE. (THE WINDOW OPENING CONTROL DEVICE AFTER RIDGE VENT B2-5 I I BEDROOM #2 OPERATION TO RELEA5E THE CONTROL DEVICE I I ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW r UNIT TO LE55 THAN 5.15WARE FEET. 12 " n n n n LINE OF ROOF Q 2 xb ® I6 OG FOR SEAT cli o ^ n n N _m BEYOND® MASTER \ 0 Q N N N M n hi uy SPRAY FOAM INSULATION _ N N M M (� BEDROOM RIDGE PENT IOH DOUBLE-HUNG WINDOW I 1 TO COMPLETELY FILL 5EA',T CAVITY 35 INSTALL ICE d WATER SHIELD PER MANUFACTURERS 2 2"x8"® END C R b„ 51MP50N CONNECTOR 5PEGIFICATION5 TO MAINTAIN OH 51MP5ON H2-5A CONNECTORS PRODUCT WARRANTY RIDGE VENT Ill 12'AZEK TRIM _ z z NOTE: 12 12 BD — "GYP BD APPLY ICE 4 HATER 5HIELD IN \ +/- I I Z FAIR WEATHER WHEN THE AIR, ROOF DECK AND MEMBRANE 12 RIDGE VENT -{ - --- 0 3/4" T46 056 SUBFLOOR- Fn Fn Fn Z3 F5 o O o ; o o a w - GLUED d 5GREWED -RUN w w w J w w N 12 W w W W m m U ARE AT TEMPERATURES OF (+/-) 5.7 T 111611 055 5HEATHIN6 `� GONTINUOU5 BETWEEN PLATES I-6" AT EXTERIOR WALL 40°F °G OR HIGHER. L 0 0 1 \ BEYOND 0 GARAGE 2X12 FLOOR N = ALIGN FASGIA5 — — — — — — — JOIST5® Ib"OG. o 14 77 FIRST FLOOR LINE - GREAT ROOM_ _ a DIN AREA I-0 _ _ BEDR_M#2 - _- - - -- - PLAIT=HT. Itllltl - -- dim, PLATE HT. oH. \ PLATE HT. \\\\ I z z OH. Z FRIEZE BD. UNF I�f 15HED I , I I I 2-0 . . . Bl�S�MENT o i� I I I I I oH. I I Q o i' � I I I I • o i i 10" SQUARE HB 4 6 PERMA �i J ~ i i i EXTERIOR WALL 62-1 I I GA5T COLUMN #46352 Wl t L c� I I -HARDIPLANK SHINGLE SIDING I I p v o ° SQUARE FLAT GAP d I i = I I I -7T7 TYVEK OR EQUAL _� BASE OR EQUAL - - - Q — — — Z ( ) I I i i i = _ -7/Ib'OSB SHEATHING — — — — — — — 05 CORNER GOLUMN TO BE i i i _ -2xb WOOD STUDS® Ib"O.G. 2 w o I I I o -b"R-21 BATT5 -I (R-I3)GLo5ED CELL SPRAY FOAM INSUL w v PROVIDED W/SPLIT KIT ALONG INSIDE FACE Oft FND.WALLS-FULL HT , I I I I I OR DRAPED BLANKET INSULATION ❑ �h� I I I I ILill F-y I I FIN. 1ST FLOOR i i i i i ll- _FIN. 15T FL_O 6i v ELEV.+O'-0" - - - - - R EV.+0'-0" - - m bxb P.T.POST WITH I I lo" SQUARE f45d6 PERMA I I z z I I 51MP50N BG52-3/b I I CAST GOLUM�I #46382 wr , I BEDROOM #2 BAY DETAIL I z P05T GAP ANCHOR 4 I I 5QUARE FLAT GAP $ I I 1"= 1' o' WALL® GARAGE I I I I POST BASE b - I 1 BASE (ORE AL)- I I WALL® GARAGE B2-i.l _ o (n W o FDI I BEYOND I I I ALL COLUMNS I I CORNER GOL MN TO BE i I BEYOND ° p ��ObE 7- I I I I I ( PROVIDED I SPLIT KIT Q � r � { I I I I I I I I i I w -"�- r6j BA5EMENT _ I I I I ( ( I I I I BASEMENT 2 10 - - - - - - - - - - - - -rte - - - - _ - - - - - - � - - - - - - - �1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I T- - - - - - -I-I - - - - - - - - - � - - - ❑ NEW�o L- - - - - - - - - - - - - -L - - - - - - L- - - - - - - - 1- - - - - - - - -i- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -t - - - - - - - -- - - - - - - -L - - - - - - - - - -I LEFT END ELEVATION1/411 I]-.oil T616023 BER 4 UNIT 54 B2-5 - UNITS 5 3 (MODEL B - 15 DUET CLUSTERSHEET NUMBER )MODEL � 2 MAGNOLIAz & 54 (MODEL B- 2 ) ELEVATIONS WB2 • 1 p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Gi 2 HR SEPERATION Z `i./ WALL PER UL>«336 W C ai 14'46" S'-2" 14'-4" Ib'-o" p U Z V 0- :5 on I ----------- O L m 4444 U) 2 A I '� U D rn - ----------- ------------_ - N 71 B2-5 I 1 N > o I 2" i 7 i Z E n� M o - i FD1 U XGA\/. Q wo I 4"P.G. WITH bxb r ❑ 'n �' CD 8" 12'-10" a o 10'-0" 4'-4"M.O. 5'-3" 5'-4" 4'-4"M.O. 4'-b" 1 r = I.- w o I 10/10 W .M.OR FI ERME5Hj (� MIN.3500 P51 GO G. I r> slz UNEXGAV. I I (D _ I FDI o jE 4"P.G.SLAB WITH bxb, ' N 10/10 W.W.M.OR FIBERME5H. 2 - I o MIN.3500 P51 GONG. b" a" T I q i c? i - I r-4444-, I FDI o HD I I I HD I E6RE55 I 1 I o WINDOW FD 1 Z I 0 O I I & H o _ m o o I O -o„ a I O U 2x12 FLOOR J015T5 o 0 2"x 10" o ® Ib"O.G. - _ HD SLAB SEAT _ u; o I -- __ -- - ___ _ ,• ID 2"x IO" I _ • i I (2)2X10 P.T. i i SLAB SEAT o r __ ___ ____-= t HD 4"WIDE J015T J� --� 1 o I I = = Z SEAT.T.O.SEAT 4 F2 I =_= I 1 O 4444- - -J--`-v I =_ -__===== Q o ELEV= (-)I'-I " 11 i =_= i I - EGRESS WINDOW o elf O 12"P.G.FOUNDATION WALL 1 ° I I 5 EN0.FT.MAX 12"P.G.F�INDATIONJ 1 I LL. Ln I I I OPENING I u WITH DAMPROOFING ON 4 I 4 JO 1 I I WITH PAMPROOFIN ON I III I- M 2'_p■ 10" 24"x 12"P.G.FOOTING 13'-2" I FDI 9'-4" 14'-S" i " i i i 24'x 12"OL.FOOTIN i Iii "' OZ ` ' J Ll o I I 10"P.G.FOUNDATION DIRECT VENT HEATING EQUIP. I ! v J DIRECT VENT HEATING EQUIP. �- WALL WITH DAMPROOFING APPLIANCE CLEARANCE APPLIANCES I HD APPLIANCE CLEARANCE 3 "SIA TffL UMN F_ {I -1 ON 20"x 10"P.G.FOOTING I� I i O i i SHALL BE INSTALLED WITH THE i SD_ • I ANGE5 SHALL BE INSTALLED ON, x 130"x 12" PG I -T.O W.ELEV. = 0'-0" I ----, I I I I I GLEARANGE5 FROM UNPROTECTED! 4"WIDE WI THE CLEARANCES FROM FTG N.0 I I I ! ! r I GOMBZTIBLE MATERIAL5 A5 J015T SEAT. UNPROTECTED GOMBU5TIBLE I I J ����I I i i ® ! i I INDICATED N THE OMANUFTURERS N THE APPLIANCE LAIEL i 111`� I TOW.ELEY= M TERIAL5 A5 INDICATED ON THE I ! ! I I I I ® - I I�? I APPLIANCE LABEL AND IN THE L J 1 I I 1 3 DIA 5TEEL G�LUMN I IN5TALLATION I%TRUGTION5. ! 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BEAM POCKET —BARRIER I 1 BARRIER WRAP EN05 OF GDR o o *TAMP 3 FILL Tp G5%DENSITY N // A5HED LINE INDICATES I FDI \� I I *TAMP d FILL TO g5%DEN5ITY I I W/ALUMINUM AT r L o '' FIRST FLOOR WALLS lo° 1 - a� I'_p" I ABOVE POCKET OR PROVIDE 8 0 15-0 x 14-2 ____ _ r-�,Q_ u UNFINISHED BASEMENT! � 4444 ----- II```""''' = I/2" AIR SPACE ALL - �--- p u� — } 1 ,� ! ! ,i' r }� —�� /� ry-t i *&'-0'CEILING HT.i I 2 r ` SIDES UNFINISHED BA ENT u� J — — JL 1 ! ,o S I -I� lig i i *x-13)CLOSED CELL SPRAY �_ o Iii FD1 Z v r - *8'-0'CEILING I `� i,' I i `� i,' ry + I N= ii' rn I j I i FOAM INSUL ALONG IN51DE II W 1 *(R-13)CL05ED H 5PRAY ( < I I < x I I `�% '� I� I I FADE OF FND.WALLS FULL HT u FOAM IN5UL ALO IN51DE -I F/ b„ I i 3 "DIA STEEL„ N i ml� !'iw i OR DRAPED BLANKET i Il L J FACE OF FIND. 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I i -7-I 1 10/10 H.H.M.WWMOR d- FD 1 M`N.3500 P51 0 J 1 ELEV. = 0'-0" 18'-2" 8° I / \ 4'-b" I I T-b"1 i 4'-b" '- I'B" I 3'-8" 8„ MIN.FIB3500H. r In N _ GONG. � p '- N 1 1 I ��500 PSI 3-2 `- g■ 4._6.. 1._0.. 2' 8) 7,_2 _ 1 8" �! 3 #5 CORNER REBARS W/ 4'-0" " - _----- ---� ! I 2 x 10' 62-5 I i LE65® MIDPOINT OF I 1 I kl HD FOUNDATION WALL t I'-b" 1 4444-- 4444 -- - ---__-- _ _-- I z U) SLAB SEAT --, z 5-2" I FROM TOP d BOTTTOM. ! #5 GORNE REBAR5 W/ 4-0 5 ! 1 I I I 1 I 1 m n g L I LE65® IOPOINT OF FW-2 I I i �� �'' i i I "-' i i z z z o z z z N w —1====f== =�—J I I I " 0 0 0 I— 0 0 F- w • (2)2X12 FLU5H I " ! 4' `� 1 4 WIDE J015T SEAT. Q - J J � FOUNDRY! N WALL d l b I ! S P.G. FOUNDATION WALL 1 o i I o i � 0 3,44' ilo" > a g e FROM TO 4 BOTTTOM. I WITH DAMPROOFIN6 ON I ! I �_,I o = _ _ TOW.ELEV= (-)i-I > > > w > > > UP 14R I OCa Ib"x b" OP P.G. 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LINE OF FRONT -0 13'-0" 18'-8" 18'-b" g'-4" 12'-0" FD1 • '� -t FOUNDATION WALL 0 BREAKFAST AREA UNIT 53 38'-b" 40'-0" _ U . 78'-b � Y UNIT 54 I UNIT 53 ( 15 ' PORCH) F381 NF CL 2 HR 5EPERATION MODEL B-2 (MAGNOLIA) MODEL B (JUNIPER) WALL PER UL#336 JOB616023 BER w HD- HOLD DOWN GENERAL GONTRACTOR5 AND 50BGONTRAGTOR5 TO REVIEW THESE U) SHEET NUMBER MULTIPLE LLL GIRDER GONNEGTIONS: CON5TRUCTION DOGUMENT5 UPON RECEIPT FROM ARCHITECT AND UNIT 5 3 UNIT 54 DUET CLUSTER FOR ALL MULTIPLE LLL GIRDERS, LAG BOLT REPORT ANY AND ALL D15GREPANGIE5 INGLUDIN6 ANY DIMEN51ONAL FOUNDATION PLAN AB= ANCHOR BOLTS® TOGETHER W/ I/2" BOLTS @ 2'-0" O.G., 2" MIN, CONFLICTS, IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEASURES � B 15 ) MODEL B 2 FOUNDATION z 0- B2 � 2 GARAGE 5IMP50N FROM TOP $ BOTTOM, $ MIN. 4" FROM ENDS PRIOR TO GON5TRUGTION. DO NOT 5GALE DRAWIN65. DIMEN51ON5 (MODEL ( ) PLAN z STRONG WALL5 SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. 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GLASS I � N N N coM M (D .-- � 51DELI6HT5 cv 45 MIN.EIRE RATED W/SELF - HD 1 I = T) GL051N6 DEVICE PTN ON 2X4 RATED W/5ELF 3 I/2"x II l/b"LOW LVL 10'-O" 4"Ile3' 4" b KNEE WALL CL051NG DEVICE o e „ 6x6 P.T.P05T WITH G02 - (4)2x6 POST GL ry bb 1 iq 12 SQUARE HB46 51MP50N BG52-3/6 P05T " HD _ b (R-21)BA175 1 b'-4" D1 -4"I 6" COLUMN PERMAGA5T GAP ANCHOR 4 5IMP50N - - - - - - - TWO GAR GARAGE " 4066 BI-PASS 4 1'- GAP 4 I I'-2° FAT AP 4 BA5E _ z AEK)bb POST BASE(EYP J m -ALL GOLUMN5) Ig ° WC V `r *4'P.G.SLAB(MIN.3500 P51 GONG) ®� r —— (OR EQUAL) - a g ®sD TWO GAR GARAGE REINFORCED WITH bxb,sono NA.M. I I CORNER COLUMN TO z z z o z z N *SLOPE 6ARA6E SLAB DOWN 2" U o GL. * " ° z o I BE PROVIDED W 0 0 0 ,= o o z w DI 4 P.G.SLftB(MIN.3500 PSI GONG) o TOWARDS GARA6E DOOR - --� r F5 F ¢ D J (— 3030 AWN b" b'-6"©EF "' 4' 4-b ? " 3-4° REINFORCED WITH bxb,IOAO W.W M. c� * • Q SPLIT KIT - - - > - - a a cn 4 6" = TYPE'X"GYP BD ON GARAGE w — > > > w > > SLOPE GARAGE SLAB DOWN 2 m o0 0o I I w w w J w w � N J " " ? 8 WALLS dGEILING - Y w w W w w w m m 0 0 a-0HD HT 10-0 CEILING TOWARD5 GARAGE DOOR Y " . H - „ ZQ O 6� O *� TYPE X GYP BD ON INT of LIVING z_ = 10-0 IL I m BATH #2 _ *j*TYPE"X'GYP BD ON GARAGE C) SPACE COMMON WALLS To 6ARAGE N 3010 TR WALL5 4 GEILIN6 5 I KITCHEN I I 0 &'-0'HD HT o • g *1"TYPE"X"GYP BD ON INT OF LIVING FW-2 10'-0"GEIL I L J 3030 G5MT N HD d bbq) �y 5PACE COMMON WALL5 TO GARA6E DEN/ BEDR00 #2 I F \ . I a Ig �0�8 ®5D I'_0 18'-2" b.. 8'-10" I'-b" 4•• g' b.. b.. YAB ENERGY NOTES B2 5 d DI GL I I o F- "' b"(R-21)BATT5 (REF _ _ _ _ I 12 __b W ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ECCCNYS Iq II' "GEILING � DI 20 RESIDENTIAL PROVISIONS. ;9 dj I e BEDROOM #2 1q DI b° 6" "l D1 0 m - SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 - N 1104.1 Hp b" DI 16010 OH OR 20 I I I w w Q 2'-b" 6" 12'-O" 18'-0" e - - - - - - - e DI v I I I W ui v w a D 5 1/4"x I6"LVL HDR HD GATHEDI AL EIL I L J I 0 a = Q - BREAKFAST AREA f ®)a 0'HP HT z U - 6010 OH OR - - e 4 (2)2X10 HDR I I I I (� 2020 NYSRG- 62427.8 (503.8) _ (3)2&50 DH O o ' S 114"x I6"LVL HDR HD Hp L J .11 VENTING 5Y5TEM TERMINATION LOCATION: i- HD F I F/21 I o CN I I w L - - - JL - - J 12 THE VENT TERMINAL OF A DIREGT VENT APPLIANCE WITH AN INPUT OF 1 0/21 0/21 DI DI I I^ L J Q -- 10,000 BTU PER HOUR(3KW)OR LE55 5HA1_L BE LOCATED AT LEAST p 6"FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN 2_1 v DI DI I' b" Ib'-0"R.O. A 4'-11" 4'-5" 6" DI II O b" I- ❑ APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT '�' 4" 2 = B 23010 TR OVER 50,000 BTU PER HOUR SHALL BE INSTALLED WITH A q INCH DI 1'-0" ( ) I w VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT e SEAT e FW fW-2 B-5 0 &'-o"HD HT u' OVER 50,000 BTU PER HOUR SHALL HAVE AT I EAST A 12 INCH VEJT HD (2)2X10 HDR ` HD (2)3050 DH I = _ TERMINATION CLEARANCE.THE BOTTOM OF=THE VENT TERMINAL AND = (3)2X&HDR c� m THE AIR INTAKE SHALL BE LOCATED AT LEA5T 12"ABOVE GRADE, - - - - - r - - - - - Iq HD - - - - F- - - -1 HD Z Iq L - - JL �3016TR Ig A 2 DI L� - - -1L - - JI- - - -�� o o cn DI (2)3050 DH DI (3)2810 TR Ig ® 8'-0"HD HT 62-5 0 8'-0"HD HT D1 0 REp- 2020 NY5RG- 8312.2.1 NS fly 2'-b" 4'-0" 4'-0" 2'-b" Ib'-0"R.O. I'-&" b'-0" (3)2650 DH b'-O U C IN DWELLING UNIT5,WHERE THE TOP OF THE 51LL OF AN OPERABLE ��O ERTcy WINDOW OPENING 15 LOCATED LE-55 THAN 24 ABOVE THE FIN15HED " „ Q 2'-0" 2' 6' 2'-6' 2'49" I8-8 18-b q-4 12'-0" Z FLOOR AND GREATER THAN 72"ABOVE THE FIN15HED GRADE OR w m C� OTHER WAGE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: W *OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO (A a PA55 THROUGH THE OPENING IN IT5 LARGEST OPENED P051TION.FALL PREVENTION DEVIGE5 THAT COMPLY WITH A5TM F 2080 UNIT 54 FLOOR PLAN UNIT 53 ( 151PORCH) FLOOR PLAN ❑ (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO REL.EA5E THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY MODEL B-2 (MAGNOLIA) 1/4"=1'-0" LIVING AREA= 1,5gq 5Q. FT. 2 HR 5EPERATION MODEL B1 4"=1'-0"OPEN,SHALL NOT REDUGE THE NET CLEAR OPENING AREA Of THE / LIVING AREA= 15gg SQ. FT. NUMBER GARAGE AREA= 3?7 5Q. FT. WALL PER UL#336 (JUNIPER) GARAGE AREA= 380 50. FT. wlNDow uNlr To LESS THAN 57 SQUARE FEET. COVERED PORCH AREA= 250 50. FT. GOVESED PORCH AREA= 241 5G). FT. Cd 2016023 NOTE R: ONE GARBON MONOXIDE ALARM IN NEW ONE NOTE "5": EF =EXHAU5T FAN: GENERAL CONTRACTORS AND 5UBCONTRAGTOR5 TO REVIEW THE5E © " " UNIT 5 3 UNIT 5 4 DUET CLUSTER SHEET NUMBER AND TWO-FAMILY DWELLINGS TOWNHOU5E5 STAIR MANUFACTURER TO MULTIPLE LVL GIRDER GONNEGTION5: So GFM INTERMITTENT°R NOTE V ' GON5TRUGTION DOGUMENT5 UPON RECEIPT FROM ARCHITECT AND = u) NOTE: PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN GROUP R-2 DESIGN STAIRS TO MEET ALL 20 GFM CONTINUOUS *ALL.DRYERS TO BE VENTED a �� APPLICABLE GODE5 AND TO FOR ALL MULTIPLE LVL GIRDERS, LAG BOLT TO OUTSIDE AIR PER CODE REPORT ANY AND ALL 015GREPANGIE5 INGLUDIN6 ANY DIMENSIONAL ALL WINDOWS SHALL BE TRUSSES W/ 12 MIN. HEEL BUILDIN65(GONDO5 4 GO-OP5)AND UNIT5 REPORT ANY DISGREPENGIES * GONFLIGT5, IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEA5URE5 Z B2 � 3 HEIGHTS (U.O.N.) @ 24" O.G. OFFERED FOR SALE IN THE IMMEDIATE TOGETHER W/ I/2 BOLTS @ 2-0 O.G. 2 MIN Got CARBON MONOXIDE ALL WASHER TO BE !MODEL B- 15 ) B- oANDERSEN 200 SERIES Q= TEMPERED YIGINITY OF BEDROOMS ON THE LOY�ST AND CONFLICTS TO THE � � ® DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO GONSTRUGTION. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL t ) FLOOR PLAN DESIGNED BY TRU55 ENGINEER GLAZING FLOOR LEVEL CONTAINING BEDROOMS. ARCHITECT PRIOR TO 5TAIR FROM TOP $ BOTTOM, 4 MIN. 4 FROM ENDS FABRICATION. �D 5MOKE DETECTOR BE CALCULATED AND NEVER 5GALED UNLE55 OTHERWISE NOTED. ww COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I6'-2"GABLE WIDTH WOOD ROOF TRUSS SPECIFICATIONS: (Ox6 P.T.P05T WITH INSTALL ICE d WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO 4 0 51MP50N BG52-3/6 POST Ilk 6-0"GABLE WIDTH z W MANUFAGTURER'5 SPECIFICATIONS TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED - GAP ANCHOR a 51MP50N E PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. ABU66 PAST BASE(TVP °o0 _ ALL COLUMNS) _ '- NOTE: ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING - - - - - - - - O o APPLY ICE 4 WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK D.O— (3)�XS PIKBER- A - -- - - --I- � Z V Q. AND MEMBRANE ARE AT TEMPERATURES OF 40°F (50G) OR HI6FIER. LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN 1 � 62-5 I �L_ PER SECTION 1605.3 OF THE BUILDING CODE. PRE-ENGINEERED ROOF II'-O" PL HT. 7I ( I I I'-0" PL HT. q 2 HR 5EPERATION I ' I I 1 I O �� _ TW155E5 PER TRU55 MANUF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE , 12 12 I s- o �� NOTE: WALL PER UL#336 I I U ■F- 4 V ,> STRESS DESIGN: 11-011 q q I 011 H I 5EE DETAIL I/FW-2 I IcY ' I = N p`o oH. ( OH. ROOF TRU55 DE516NER TO wl I cx 4 N D (EQUATION 16-8) I ( I� II'-0" PL HT. I '�I I w I � � �:?Z 51MP50N 5TRON6-TIE D + L (EQUATION 16-9) 1 No "R" ,�I A�DJU5T HEEL HEIGHT FOR �I (D.- MT5 5TRAPPIN6(LENGTHS VARY) D + S (EQUATION 16-10 + 12 HEEL HT. I ISI I�� I z i x v M GONTINuoUS WALL 5HEATHING TO D + .6W (EQUATION 16-12) II IN ROOFS TO BE FLUSH I ��I I i O Q o N v TOP of TRU55 HEEL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) IFI 'N I I --N�fI I , ❑ U M 00 0 = '_ " ICf)' I M D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = NI I o II 0 PL HT. I '`' NO "R" '�' I 11'-0" PL HT. HEEL HEIGHT VARIE5-5EE TRU55 DRAWINGS FOR : CN VERIFY HEEL ACTUAL HEEL HEI6HT5 LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL ^m HEIGHTS 11-0" I I I 1 I I, p„ + 12" HEEL HT. BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 �-) L - - - - - - I'-o° OH. I , w I pH. OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND I , pH, ALIGN FASCIAS 1 ALIGN FASCIAS I 12 (Dz 12 I , SPEED (101 MPH BASIC DESIGN WIND SPEED) IN I g-4 II'-0" PL HT. NOTE "R" 12 EXPOSURE CATEGORY B. 10 4 0 + 12" HEEL HT VARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE I _ _ ROOF TRUSS 61RDER _ _ _ _ ROOF TRU55 61RDER z FOLLOWING DESIGN LOADS: TCLL - 20 PSF PLUS UNBALANCED SNOW LOADING, WIND / // = - - i - - - - - I O 1 / j// / // / - -I (- - - - I - - - - - - I 0 LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD — — — // �// -_ '�I U _ UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 — ///j/// '�` I I - _ _ _ _ _ _ GUTTER PSF, BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE 1 z 12Is) I f NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. q j/ j / / / o I I I z &'FA5GIA BD 82-4 I ' //// / �// / I I O i � ' I � IIII v TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD 12 DEFLECTION OF THE LESSER OF L/360 OR .75 . I -11 o O 117 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO 1 •,�' r. // /// / // /// / //� I I I �� I 0 VENTED VINYL 5OFF ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR I �,� I / // // v 1 // / / I I I I - o Cn INT.BEARI 6 ��- // / /� // /' I T TRAY GEIL. / / / / I I ❑ V -� TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL � 0 // / � WALL BELOW N / /// i/7` // I I „�', ( - �� INCLUDE THE FOLLOWING INFORMATION: I I Q- I -� j j/j j/ j% I I + I ROOF VENT5 I 1. DEPTH, SLOPE IF ANY), SPAN, AND SPACING. 6 I I I I 6 2. LOCATION OF ALL JOINTS. OH. / , ROOFS N I III I oH. ' j///j 3. REQUIRED BEARING WIDTHS. LEADER TO DRYWELL- TY 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. 4.2. TOP CHORD DEAD LOAD. 4.3. BOTTOM CHORD LIVE LOAD. 4.4. BOTTOM CHORD DEAD LOAD. I ////jj/ / ' I ❑ I ❑ I ❑ L =J 4.5. CONCENTRATED LOADS AND THEIR POINTS OF FLUSH OOFS L L APPLICATION. HATCHED AREA INDIGATES 4.6. CONTROLLING WIND LOADS. 1 I �a LOCATION OF FIRE RATED ROOF /j/ . / / � I I I I I LU a w 1 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR zz 4 WALL.5HEATHIN6,4-0FROM //// _ 'f// /�f , I I I I U) 1 DESIGN VALUES FOR CONDITIONS OF USE. I --� — — — / // %j ' / O I I I I III A 0 DETAIL -r- I I I m 6. EACH REACTION FORCE AND DIRECTION. J C� 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, j%!//j/j/ /; - J L= - - - - _ r ———— ————J� �e I ❑ w NOT TO SCALE B2 -4 THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION I `S ;// �//j/ %//%�f''/ �' I I � I I II'-0" PL HT.OF EACH JOINT CONNECTOR EXCEPT WHERE �o // / / / �' I „ o � I // // // ,�. " „ + 12 HEEL HT. SYMMETRICALLY I w z //j�j j j/ /j 4///j� I �� I i I-o LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 „ " I R RIDGES TO L I I I I I I OR NOTTEt HALF OF o GA MIN THICKNESS GRADE A GALVANIZED STEEL NOTER '� I - AL► , 1 / / c� FA5TENER5® EACH o PLATES. TRU RIDGE W/VENT %/ ///// // / / - - �R1L211^ILI�JEN / \ I II I END OF 5TRAP o 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH 12 /jam j / /// / / r - / - - - - -1� ❑ 12 o 9 MEMBER.CONNECTION REQUIREMENTS FOR TRUSS TO o GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD ALIGN FASCIAS F- U 11'-0" PL HT. Co (c: / {' / // // z oa000 SPLICES. �/ / /� //////// I I I I I I ROOF VENT5 I I I w �o�o�o0 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. , " ° 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS II-0PL HT. MEMBERS. /� /// , /// I I o I I - - - I I I + 12" HEEL HT. V ° ° / / / //�_ _ -1 L _ J L _ �I I O sn� , 12. REQUIRED PERMANENT TRUSS MEMBER BRACING I // /// �j/ - - - - �� I p o ° -Te Hk LOCATIONS. IpH , j/ j// '%7/j/ , I ❑ (3) 2X6 POST ° ° I - 0 * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH I _ / // j// I! R qF� I I /O / L - �I L - - - - - L - - - x �-- ° ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND 1 _ ,,��l` - - sn 51Ra�-TE MANUFACTURE OF METAL-PLATE-CONNECTED WOOD I -� // // L ,�l� J J J J J J �� �- - - ' s ( I "r15s�naRi"6 TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS ,Z�Q I �o %/ jam` 7;- J - - cx / S� I ( �N 60 I pH I4-I0a DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY / // //� �' o / % I J� I (rorAU A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF w J� rti �- f� / �j//j/ I I �� I (I ,�Q- I , NEW YORK. I �= I — — — -�/ / _ I i 12 I * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, �' ' / ' /�I I/ / // � '` \ I I I I I W Ci N // / // // I I I I I I Q N o N M U5E IN COMBINATION ONLY DETAIL OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND I I — , , / / / / 12 I I Is I N CCD�RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. v I "' / // / /WHEN STUDS AND RAFTERS * ' / / / /TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH DO NOT ALIGN NOT TO SCALE THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT �� I- / /// / �/ /// /� WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING 6x6 P.T.P05T- TRUSSES OST B2 -4 ASSEMBLY TO INSURE TIGHT FITTING JOINTS. WITH 51MP5oN * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER BG52-3/6 _ Lip // ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. POST GAP - - - // // / // _ _ J I I I I I ANGHOR d �C '/////// // I _ z z THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND — I // /// // // I I I I I o a g TRUSSES. THE CONTRACTOR 51MP50N o I /////// ///j//j� ,�J I L Ir I -I I ° � z In �. a METHODS OF ERECTING THEABU66 P05T I /// /// // // / I I II II'-0" PL HT. z z z o z z z N SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN BASE( _ I_p" L ///j/// /�//j///j I �V9 II L �I� I + 12 HEEL HT �, �, �, a �, �, z a „ o oo � oo I- w DESIGNED AND INSTALLED TO PREVENT ROTATION AND I / / // /// II I g J co co - ALL GOLUMN5) OH. /// //j I IL - J > > > w > > a I j PROVIDE LATERAL STABILITY IN ACCORDANCE WITH /// /// /// // II d � ' I w w w -1 w w N ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA �// / / // -1 II 51DEWALL ABOVE I � / � BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE 111-0" PL HT.— LONER ROOF TO GOOD PRACTICE FOR HANDLING, INSTALLING & / //// /// ///j/ / ,� (►� I I J �� BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 0 * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS NOTE: INTERSECTING ROOFS I I 2 HR FIREWALL BELOW ROOF - OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN �J = ti ON TRUSS DRAWINGS. o = \ / /j// /j/ j .� WEAVE ROOF SHINGLES AT GARRY TO UNDER51DE OF * o I I y No7E "R" 20'-3"HIP PL HT / / / // VA HIGHE5T ROOF SHEATHING - TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, 111-0" PL HT. / // ( I I I I ( I H INTERSECTION OVER ICE SHIELD DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY 1'-p° - - - - - - - - - - - - - - - - - - - / / // /// / I I I z MEMBRANE - CARRY MEMBRANE MIN. 24"1 NP I I 7 // // /// , A I I I w WITHOUT THE APPROVAL OF A REGISTERED DESIGN OH. /// //// // _ I I I I 2 C) OUT IN ALL DIRECTIONS OF I N PROFESSIONAL. I ' o = o ///j//// �i/j/ /j/ I- --�- - - - - - J- -I I w c� INTERSECTION i L * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS L_ —� -QQ, o N j j//j j/ j//j j//, I OOTE "R11I O m Z AND METHODS OF ERECTING THE TRUSSES. THE lo'-o"HIP WIDTH ,� //j%/ / ////j%/ %' I w a w d / / Y Z W Q CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY r / /. III // // / / � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 12 I I w w w W W-� BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE " I / / I p-1 < 8-9 PL HT. I 12 12 ANDERSEN 244b DH /// // 1 /7/j W-1 INSTILLATION OF THE TRUSSES. , // / / / q(— ( I 12 I Z o CL ABOVE FLOOR 10.53 NI 10.53 IN GABLE END WL ////// ///// - ROOF TRUSS I -I- I RD: 2'-4"X 4' b" j//j j/ j j j j/ o I q 10'-0" PL HT. C_0 NF I �Q ,� I — — — — // _ = r - - - - - � III + I2" HEEL HT. O I �� ° Gss I - - - - - - - / ,/ " 2, p„ - -== - � I I III w 0 HIP RAFTER, I l 'Si _ / / / I I-0PL HT. OH. 51MP50N HGP HIP 5EE PLAN OR vQ' \'R: "-,S A //� 12" HER HT o = 2-p ❑ CORNER TIE I QV NO 10'-0" PL HT. o I I NOTE "R" OR _ 51DEWALL ABOVE LOWER `" 12 12 I-p„ I I-0 PL HT. I q I ~ 2-0 + 12" HEEL HT. g oH. I 12 I B i ROOF o ° II'-0" PL HT. 10.53 10.53 OR " B-5 I I F_ I WALL PLOHT.NT GABOVE - - 6.1 -- - - - Q> _ _, o FIRST FLOOR + 12" HEEL HT. CO 0 o o w HERE TRU55 RIDGE W/VENT I o U Q,G���osE T cRcy% Q 2 -+ UNIT 5 4 E 2 HR 5EPERATION I ' _ EXTERIOR WALL L� 1 UN T 53 ( 15 PORCH)ROOF WEAVE DETAIL3 AREA OF ONE ROOF WALL PER UL#336 TOP PLATEIII BUILT OVER ANOTHER _ A SEE DETAIL I/FW-2 � � OQ� MODEL B (JUNIPER) X3810MODEL B 2 (MAGNOLIA) B2_5 I ❑ FN�w'� DETAIL NOT TO SCALE B2_-41 GONNEGTI ON 2 -4- OB NUMBER 6UTTER5 I LEADERS NOTE R: w 2016023 INSTALL ICE AND NOTE 5: PRE ENGINEERED ROOF UNIT 5 3 UNIT 5 4 ALL GUTTERS LEADERS SHALL BE BAKED WHITE ALUMINUM .032 NOTE 0: DUET CLUSTER WATER SHIELD PER u � SHEET NUMBER MIN. GAUGE, 6UTTER5 5HALL BE 5" 5EAMLE55, 0.6. STYLE W/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED 5G155OR TRU55E5 >^u 12 MIN. HEEL ROOF PLAN Q ti MANUFACTURE'S RELATED I$ REQUIRED AGGE55ORIE5. LEADERS 5HALL BE MIN. ROOF TRU55E5 @ 24" O.G. ROOF TRU55E5 @ 24" O.G. HE16HT5 (U.O.N.) © 24" O.G. � „ SPEGIFIGATIONS TO (MODEL B- 15 ) (MODEL B- 2 ) ROOF PLAN 2 X3 , .027 C AU6E W/ GLIP5 $ ANGHOR5. CAULK 4 SEAL ALL DE516NED BY TRU55 EN61NEER DE516NED BY TRU55 ENC1 NEER DE516NED BY TRU55 / = - z JOINTS. PITCH 6UTTER5 MIN. 1/5"/FT. PROVIDE P.V.G. REGEPTOR5 MAINTAIN PRODUCTO ENGINEER 8" ABOVE GRADE TO RECEIVE LEADERS (CLOSED GAP DESIGN). WARRANTY B2 � 4w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I �� �®v ���� 2020 NYSBG SECTION 106.(o-EXCEPTION 4: 48" MIN 48"MIN H ^ ' 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY TERMINATE OPTION#2 5EGURE ROOF SHEATHING TO G-RUNNER TRACK Z CW AT UNDER51DE ROOF 5HEATHING IF FIRE RETARDANT TREATED 2020 NY5BG 5EGTION 2"G-RUNNER TRAGK2"-CAULK FOR OPTION#I W �'1 ����RATING _ ��, 5HEATHING 15 INSTALLED FOR A P15TANGE OF 4'-0"ON BOTH 51DE5 106.6-EXCEPTION 4: SMOKE TIGHT JOINT OVER 0 OF 2 HOUR FIRE RATED RE515TANCE WALL ASSEMBLY 2 HOUR FIRE RATED RESISTANCE 0 FINISH RATING - 120 MIN. 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