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HomeMy WebLinkAbout47199-Z �o�ggFFO �; r Town of Southold 1/31/2023 0 P.O.Box 1179 �o� _ 53095 Main Rd ''4; p�'.Y Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43807 Date: 1/31/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 43 Harvest Pointe Ln Unit 106, Cutchogue SCTM#: 473889 See/Block/Lot: 102.1-2-50 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/16/2021 pursuant to which Building Permit No. 47199 dated 12/8/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement,covered porch, screened porch and attached garage as appilied for. Unit 106 The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0160 9/9/2022 ELECTRICAL CERTIFICATE NO. 47199 1/12/2023 PLUMBERS CERTIFICATION DATED 1/13/2023 All Suff Rk P umbing Co actors Inc t o 'ze Signature �o�SUFFQtK� TOWN OF SOUTHOLD oy� BUILDING DEPARTMENT C* x TOWN CLERK'S OFFICE 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#: 47199 Date: 12/8/2021 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct single-family dwelling as applied for per SCHD & Planning approvals. (A model) i At premises located at: 43 Harvest Pointe Ln Unit 106, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-2-50 Pursuant to application dated 11/16/2021 and approved by the Building Inspector. To expire on 6/9/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,071.60 CO-NEW DWELLING $50.00 Total: $2,121.60 B ing Inspector ho��oF so�ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(aD-town.southold.ny.us Southold,NY 11971-0959 QIyCOUffm�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 43 Harvest Pointe Ln Unit 106 city:Cutchogue st: NY zip: 11935 Building Permit#: 47199 Section: 102.1 Block: 2 Lot: 50 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: 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 X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 70 Ceiling Fixtures 25 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 1 Smoke Detectors 3 Main Panel 150A A/C Condenser 1 Single Recpt 50A Recessed Fixtures 19 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights 36' Dryer Recpt Emergency Strobe Heat Detectors 1 Disconnect 2 Switches 42 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Fridge, Oven, DW, Micro, W/D, Car Charger Outlet, 150A Panel 30 Circuit/25 Used Notes: New Two Story Unfinished Basement Inspector Signature: r Date: January 12, 2023 S.Devlin-Cert Electrical Compliance Form f6of Sol/ k4' Town Halt Annex $ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 D �� BUILDING DEPARTMENT TOWN OF SOUTHOL.D CERTIFICATION Date: Building Permit No. 1 I dLP Owner: D Z—)W LLC C (Please print Plumber: A S(,(40 1 K (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of (,t , 20,A3 Notary Public, AA //C County =iW7,; i�aYay f"Wic,State of NP-W York Req.Pio.OWIG368M'= Qualified in Sk ffolk County Commis—cion ExPi c5 a-jf:doa� fF SOUIyo� * # TOWN OF SOUTHOL BUILDING DEPT. coum, 631-765-1802 INSPEC ON [�F NDATION 1ST ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ko�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: S� UVI QV 1 -l'itnt k� .��ic.� s S - (ct,AP,.4 W ihm q p I hIV' koo"DATE SS v1/ INSPECTOR OFSOUIyolo 91 jqj Ll t" pf wkC C4 1 a� # # TOWN OF SOUTHOLD BUILDING DEPT. COU631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR t �OF SOUI,yo # * TOWN OF SOUTHOLD BUILDING DEPT. coU631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH 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 �A [ ] PRE C/O [ ] RENTAL REMARKS: v` ez IvA tt 41wt DATE Yv INSPECTOR �o�aOF SOUIyOIo 141 t-1A-f� * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] -CODE VIOLATION [/ ] PRE C/O [ ] RENTAL REMARKS: `f'y✓G DATE -� INSPECTOR i ho�ag souTyo� v,+l TOWN OF SOUTHOLD BUILDING DEPT. �y10 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/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: r/ Fv S DATE IWI,17 INSPECTOR GRCH ARCHITECTURE PC 37-50 EXPRESS DRIVE SOUTH SUITE 202 ISLAND1A, NY 11749 W W W.GRCHARCHITkCTURE.COM (631)864-3395 May 01, 2022 Town of Southold Building Department 53095 Route 25 PO Box 1.179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit# 106— Permit#47199 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. Re ectfully ubmitted, (ERED'gh'C,S, �5 BERT C /�. ��C9 o F0,A � 2 n erveny,AIA, LEED AP Pri ipal '9 023810 Q T�•OF NE�y i> - ... fan � •. _ s S , • - , t , � x� - ;.,�`_ .,..•_.. �:. .`� 'tom:._ - � r a r y w e 9 i w 3 a .r t a 1 10 r: � �Kil�iwr,v s , _ � -_ -r r: w s' � Sf a++C; S � 4 tom' / F=T i,.'� �tt_ ~• �{ S �•4.- E rf r t - r � 1 ♦ -PNOW L;, Ok k t7 iK AAA dam F c � .st - ► Y. � .A �''e', '- �,�'T �x�► ,/'�Tw tri`. IIII o 4 1 ;. Y .. 40MO Alet"a• ` 4 Z a . L41 , ay -v�J a, r rANT - i a me _ t- � r mac.: .. :_ - - may,. - _. •k-�_ _. ----- it:l AF If A� . r ► :l ., "., . 2 p GRCH ARCHITECTURE.PC 3750.-EXPRESS DRIVE SOUTH SUITE 202 ISLANDw, NY 11749 W W W.QRCHARCHITECTURE.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# 1067 Permit,#47199 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. Re ectfully s bmitted, 'GRED A/?C ��5 OBERT C�1F y C", C, 2< Glen Ch r eny, AIA, LEED AP A Principa Nj, Q� "9 02381rj Q T�OF NE�y - i GRCH ARCHITECTURE PC 3750 EXPREss DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 WWW.GRCHARCHITECT, RE.COM (631864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insul tion products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation t Rim Joist: Sill Plates Headers and i im Joist (Residential Code Section R316.5.11 Maximum thickness 3 X"' (provided A") Flame spread index 25 or less and smol<e-deve lopment index of 450 or less is provided: .Provided/Installed Bayseal Closed CII Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke development index less than 450 in accordance with ASTME84. Draped Foundation Wall 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 to exceed 450. Provided/ Installed: "Ec touch FlaME Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of fess than 25 and smoke-development Index less than 50 in accordance with ASTM espectfu}ly�submi ed, ARC Glen Cherve yi IA, LEE AP Principal I - () i "9,•� 0238113 0 �F N��-t MECNANICAI CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631)'765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President 20 Feldland Street, Bohemia, NY 11716- (631)563-1298 - Fax: (631) 563-2954 i SCOTT A. RUSSELL � MICHAEL M. COLLINS, P.E. SUPERVISOR c, , TOWN ENGINEER 'vs: ct TOWN HALL - 53095 MAIN ROAD ,:. rr�. TOWN OF S0IJTEIOLD,NEW YORK 11971 Tel. (631)-765-1560 Y Fax. (631)-765—9015 �� - _ Q�';{> ;h11CIdA11:.COI.1;ifT+S�T011J�1:SO11'TNOI.1)f+l, 1':115 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings September 28, 2022 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 95-98 & 105-110 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the driveways, front yard areas and side yard areas of units 95-98& 105-110. The rear yard areas have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. Due to the location of the units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these ten (10) 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:; oll'in"s'jP'Ei, Town Zngineer' cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: MAILING ADDRESS: Town Hall AnnexP.O.Box 1179 54375 State Route 25 O��QF So(�jy®l Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold NY Telephone: 631765-1938 www.southoldtownny.gov ®�yMmUM, PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 4, 2022 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 95— 98, 105 — 110 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 # 95 — 98 and 105 — 110 of the above-referenced Residential Site Plan have been completed based on the site inspection made on September 28, 2022 and the subsequent work session on October 3, 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 ten .(10) units. Please-note-thatthiere 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. `Rsseectful 1J. i Donald enski Chairman cc: Michael Verity; Chief Building Inspector Michael Collins, Town Engineer Home Energy Rating Certificate' Property HERS Harvest Point Rating Type: Confirmed Certified Energy Rater: Michael Fauci 43 Harvest Pointe Ln Rating Date: 2022-01-12 Rating Number: MC084 Cutchogue, NY 11935 Registry ID: 198364626 Estimated Annual Energy Cost HERS Index: 64 Efficient Home Comparison: 36% Better Use MMBtu Cost Percent Heating 62.9 $131 9% General Information Cooling 1.3 ..$72 5% Conditioned Area 3674 sq. ft. House Type Single-family detached Hot Water 9.8 $11 1% Conditioned Volume 38531. cubic ft. Foundation Conditioned basement Lights/Appliances 23.8 $1158 77961 Bedrooms 2 Photovoltaics 0.0 $0 0% Service Charges $120 8% Mechanical Systems Features Total 97.8 $1497 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 1.36.00 CFM25 ECCC New York State 2020 Ventilation System Exhaust Only: 1-24 cfm, 30.0 watts. Programmable Thermostat - Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Expo d Floor R-39.0 Vaulted Ceiling NA Wind Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0Wf3 Infiltrati n Rate 1743 CFM50(2.71 ACH50) Foundation Walls R-13.0 ethod; ower door 1,743 CFM x 60 Min/Hr= 104,580 / 371 ACH@50 P (� Energy Testing Services Lights and Appliance Features 1648 Locust Ave, Unit E Interior Fluor Lighting (%) 0.0 2Rangeven,Fuel Natural gas Bohemia, NY11716 Interior LED Lighting(%) 1000 ryer Fuel Natural.gas 631 244 2627 Refrigerator(kWh/yr) 654 ryer CEF 3.49 Fax# Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: _ REM/Rate- Residential Energy Analysis and Rating Software v16.3.4 This information.does not constitute any warranty of energy costs or savings. ©1985-2022 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. NY-ECCC 2020 Certificate 43 Harvest Pointe Ln, Cutchogue,'NY 11935 Building Envelope Insulation Ceiling R-37.7 -Above Grade Walls R-21.0 Foundation Walls• R-13.0 Exposed Floor R-39.0 Slab R-0.0 Edge, R-0.0 Under Infiltration 1743 CFM50 Duct R-8.0 Total Duct Leakage 136.00 CFM @ 25 Pascals . ,Window Data U=Factor SHGC Window 0..290 0.280 Mechanical Equipment HEAT: Fuel-fired air distribution, Natural gas, 95.0 AFUE. COOL: Air conditioner, Electric, 16.0 SEER. DHW: Conventional, Natural gas,•0.69 EF,75.0 Gal. HERS Index: 64 i Builder or Design Professional Signature REM/Rate Residential Energy Analysis and Rating Software v16.3.4 Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 43 Harvest Pointe Ln City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2023-01-13 Outdoors Temp During Test: 39 of CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No 21 Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes❑✓ No❑ Type: Furnace ✓❑Boiler[]Heat Pump Q Other❑ E tcienc 7 t1 Venting t Tyne 3 Draft Sia llaze Sp i_ !lake CO CO Fuel Tvpe Circle TPascal (Worst Case (Natural) orst Case (Natural)e) Rating:95.0 NZP[]OQED NQN0MgS_E NSA Pa. PassFail❑_ Pass❑✓_Fai10 N/APPM N/A PPM Yes ❑✓ Tyye: Standard Tank 01ndirect Tankless ❑ Size: 50.0 Style Common VentEl Water Heater Primary: No Il InstantaneousOCommercial (See Note 5bd.) (Gallons) ° Stand Alone Q✓ s z Venting Tvpe 3 Draft Sin!lake Spillage(Natural) CO CO Efficiency Fuel Type (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0,69 N✓❑P❑OaE0 N❑MQSZ✓ N/A Pa. Pass OFail❑ PassoFailEl N/A PPM N/A PPM OVen Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes I✓ No Oven CO 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 1 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. { Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) ' Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry,is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: �� Date: 2023-01-13 -�- Manual S Compliance Report Job: wrightsoft Date: Jan 8th,2023 Entire House By: Energy Testing Services... Energy Testing Services LLC Plan: ModelA(Laurel) 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 106-43 Harvest Pointe Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0'F Sensible gain: 26311 Btuh Entering coil DB: 76.5°F Outdoor design WB: 71.0'F Latent gain: 3492 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 29803 Btuh Indoor RH: 50% Estimated airflow: 1200 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 1200 cfm Sensible capacity: 25200 Btuh 96%of load Latent capacity: 10800 Btuh 309%of load Total capacity: 36000 Btuh 121% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 50540 Btuh Entering coil DB: 63XF 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: 948 cfm Output capacity: 52000 Btuh 103% of load Temp. rise: 50 'F Meets all requirements ofACCA Manual S. wrightsoft :37:43 lags 1 Right�uite®Universal 2018 18.0.32 RSU20066 16:37:43 Page 1 /�i�...or Model AMAN JSD%Rimor Model AMAN JSD JA.rup Calc=MJ8 Front Door faces: W Residential — Review Form Form RPER 1 CCK. for HVAC System • (Loads, • • 15 Mar 09 NCatiG�rlg Gr4�sdrvno"ra Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes o No Ei OEM performance data(heating,cooling,blower): Yes E] No Building plan#: Model A Manual D Friction Rate Worksheet: Yes El No Ei (Laurel) Duct distribution sketch: Yes 0 No El Home address(Street or Lot#,Block,Subdivision): Model A(Laurel), Entire House HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature: 68 'F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 50540 Btuh Number of bedrooms: 2 Conditioned floor area: 3789 ft2 Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 °F Windows Roof Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 10.0 ft Sensible heat gain: 29898 Btuh Internal shade: blinds Eave Latent heat gain: 3969 Btuh Blinds,drapes,etc. Depth Window Total heat gain: 33867 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: SplitAC Heating cfm: 948 Furnace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 1200 Model: Generic Model: Generic Static pressure: 0.60 in H2O Fan'a rated external static pressure for AFUE92 SEER 16+ design airflow Heating output capacity: 52000 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh DISTRIBUTIONHVAC DUCT •1 Design airflow: 1200 cfm Longest supply duct: 419 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 206 ft Trunk duct: Sheet metal Total device pressure-losses: -0.6 in H2O Total effective length(TEL): 625 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.002 in/100ft Branch duct: Round flex metal,Sheet metal Friction Rate=ASP+(TELx 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County, . Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrightsoftr Ri ht-Suite®Universal 2018 18.0.32 RSU20066 Load Short Form Job: - - wrightsofto Date: Jan stn,2023 Entire House By: Energy Testing Services... Energy Testing Services LLC Plan: Model A(Laurel) 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 106-43 Harvest Pointe Lane, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial) /2 Design TD (°F) 58 8 Pressure/AVF 50 Pa/ 1471 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 56522 Btuh Sensible cooling 25200 Btuh Heating output 52000 Btuh Latent cooling 10800 Btuh Temperature rise 50 °F Total cooling 36000 Btuh Actual air flow 948 cfm Actual air flow 1200 cfm Air flow factor 0.020 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 0.88 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Den 189 3444 2747 70 128 Kitchen 254 2199 2143 45 100 Dinning 76 2440 1423 50 66 Living Room 293 5535 2707 112 126 Foyer 173 3863 1365 78 64 Master Bed 299 3057 1883 62 88 Master Bath 109 2361 1025 48 48 WIC 77 975 129 20 6 Mud Room 47 861 636 17 30 Bath 1 39 396 84 8 4 Stair 1 62 0 0 0 0 Hall 73 0 0 0 0 Bed 2 147 8074 8926 164 415 Bath 2 47 4173 1888 85 88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2023-Jan-08 16:37:43 i► ,,.,�,,,�„,..,,mow, Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 RCCA ...or Model A MAN JSD%Rimor Model A MAN JSD JA.rup Calc=MJ8 Front Door faces: W Loft 227 0 0 0 0 Basement 1679 9318 824 189 38 Entire House 3789 46696 25780 948 1200 Other equip loads 3844 530 Equip. @ 0.88 RSM 23153 Latent cooling 3492 TOTALS 3789 50540 26646 948 1200 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�- wrightsoft R2023-Jan-08 16:37:43 ight-Suite®Universal 2018 18.0.32 RSU20066 page 2 /4CC� ...or Model A MAN JSD\Rimor Model A MAN JSD JArup Calc=MJ8 Front Door faces: W S Project Summary Job: -P'�- wrightsoft'A � � Date: Jan 8th,zozs Entire House By: Energy Testing Services... Energy Testing Services LLC Plan: Model A(Laurel) 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 106-43 Harvest Pointe Lane, Cutchogue, NY 11935 Notes: Design Information Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 43796 Btuh Structure 22309 Btuh Ducts 2900 Btuh Ducts 3471 Btuh Central vent(60 cfm) 3844 Btuh Central vent(60 cfm) 530 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 50540 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 23153 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa 1471 cfm Structure 2016 Btuh Ducts 233 Btuh Central vent(60 cfm) 1244 Btuh Heating Cooling Outside air Area(ft2) 3789 3789 Equipment latent load 3492 Btuh Volume(ft') 29415 29415 Air changes/hour 0.32 0.14 Equipment Total Load(Sen+Lat) 26646 Btuh Equiv.AVF(cfm) 155 69 Req.total capacity at 0.70 SHR 2.8 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 56522 Btuh Sensible cooling 25200 Btuh Heating output 52000 Btuh Latent cooling 10800 Btuh Temperature rise 50 °F Total cooling 36000 Btuh Actual air flow 948 cfm Actual air flow 1200 cfm Air flow factor 0.020 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 0.88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�- wrightsoft" 2023-Jan-08 16:37:43 „C w..•, w.. RightSuite®Universal 2018 18.0.32 RSU20066 Page 1 ACCN ...or Model AMAN JSD%Rimor Model AMAN JSD JA.rup Calc=MJB Front Door faces: W N 7� Second Floor Sup Riser Ret Riser 26x16 22„ 221. 04 cfm 26 16 i Loft 105 cfm Bath } 249 cfm A 10x18 Bed 2 14" 1-4249 cfm Job M Energy Testing Services LLC Scale: 1 : 104 Performed by Energy Testing Services L... Page 1 Unit 106-43 Harvest Pointe Lane 1648-ALocustAve Right-Suite®Universal 2018 Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2023-Jan-08 16:37:59 ...JSD\Rimor ModelA MAN JSD JA.... N Main Floor 105 cfI I Dinning 79 cfm �Master Bath 151 cfm 613 cfm Master Bed Broan Exhaust Fan Model L150 Living Room Kitchen 60cfm Energy Sup Riser Ret Riser Star Continuous 26 x 16 22" Use Timer Hall 120 cfm I WIC Iz 90 cfm 124 cfm Mud Room 36 c$Mth 1 Lin 10 cfm`_ Stair 1 Foyer Den 94 cfm� &153 cfm Garage Job#: Energy Testing Services LLC Scale: 1 : 104 Performed by Energy Testing Services L... Page 2 Unit 106-43 Harvest Pointe Lane 1648-ALocustAve Right-Suite®Universal 2018 Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2023-Jan-08 16:37:59 ...JSD\Rimor ModelA MAN JSD JA.... N Basement 114 cf 22 4x16 9" 114cfm 10 . - - - 10.. 8 7" — — — — — — — Make up air 60cfm Sup Riser Ret Riser 32 x 16 22" / 26 x 16 I 22" X 16 Skuttle Model 2161 6 x 16 Basen ent 8iC 16 8x16 l 4.. 26" 5" 4x16 4" 1 3 m 9" 10" 113 cfm Job#: Energy Testing Services LLC Scale: 1 : 104 Performed by Energy Testing Services L... Page 3 Unit 106-43 Harvest Pointe Lane 1648-A Locust Ave Right-Sufte®Universal 2018 Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2023-Jan-08 16:37:59 ...JSD\Rimor ModelA MAN JSD JA.... Duct System Summa Job: -�- wrightsoft� y � Date: Jan 8th,2023 Entire House By: Energy Testing Services... Plan: Model A(Laurel) Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 106-43 Harvest Pointe Lane, Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.002 in/100ft 0.002 in/100ft Actual air flow 948 cfm 1200 cfm Total effective length(TEL) 625 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Basement h 4659 114 23 0.003 13.1 16x 4 MtFx 44.5 180.0 st3A Basement-A h 4659 113 23 0.002 14.4 16x 4 MtFx 56.3 310.0 st5 Bath 1 h 396 10 5 0.003 4.0 Ox 0 MtFx 40.5 180.0 st3A Bath 2 C 1888 102 105 0.002 9.0 Ox 0 ShMt 70.5 220.0 st2 Bed 2 C 4463 98 249 0.002 14.0 Ox 0 ShMt 91.5 250.0 st2A Bed 2-B c 4463 98 249 0.002 14.0 Ox 0 ShMt 81.8 225.0 st2 Den C 2747 84 153 0.004 10.0 Ox 0 MtFx 22.8 160.0 st3 Dinning c 1423 59 79 0.005 8.0 Ox 0 MtFx 12.5 130.0 st1 Foyer h 3863 94 76 0.004 9.0 Ox 0 MtFx 37.8 140.0 st3 Kitchen C 2143 54 120 0.005 10.0 Ox 0 MtFx 4.0 130.0 st1 Living Room c 2707 135 151 0.004 10.0 Ox 0 MtFx 20.3 150.0 st3 Master Bath h 2361 58 57 0.002 7.0 Ox 0 MtFx 53.8 365.0 st5A Master Bed c 1883 74 105 0.004 9.0 Ox 0 MtFx 40.8 130.0 st3 Mud Room c 636 21 36 0.002 5.0 Ox 0 MtFx 43.3 245.0 sty wlc h 975 24 7 0.002 4.0 Ox 0 MtFx 53.8 365.0 st5A Bold/italic values have been manually overridden Al. ht-Su2023-Jan-0B 16:37:43 Wr�9h1 soft' Ri ite®Universal 2018 18.0.32 RSU20066 Page 1 ,v+ . ♦ua•iP..ewiw.-obi g i'IvCipt ...or Model A MAN JSD\Rimor Model A MAN JSD JArvp Calc=MJ8 Front Door faces: W Supply Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st5A Peak AVF 81 64 0.002 122 12.4 16 x 6 ShtMetl st5 st5 Peak AVF 216 123 0.002 243 17.9 16 x 8 ShtMetl st3A st1 Peak AVF 113 199 0.005 224 13.9 16 x 8 ShtMetl st2A Peak AVF 98 249 0.002 224 18.1 16 x 10 ShtMetl st2 st3 Peak AVF 726 637 0.002 204 28.1 16 x 32 ShtMetl st3A Peak AVF 339 151 0.002 218 21.1 16 x 14 ShtMetl st3 st2 Peak AVF 298 604 0.002 209 25.2 16 x 26 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb4 Ox 0 114 23 117.5 0.003 208 10.0 Ox 0 MtFx rt1 rb3 Ox 0 612 790 102.3 0.003 214 26.0 Ox 0 MtFx rb2 Ox 0 298 604 206.0 0.002 229 22.0 Ox 0 ShMt rt1 rb1 Ox 0 113 23 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 412 627 0.002 238 22.0 0 x 0 ShtMetl wrightsoft, 2023-Jan-08 16:37:43 ,y^C+�.r, RightSuite®Universal 2018 18.0.32 RSU20066 Page 2 /�tCM ...or Model AMAN JSD\Rimor Model AMAN JSD JA.rup Calc=MJ8 Front Door faces: W e e s M- wimm. t, e r e 'L7�.1�•®IIN i. JeMIra1�.dL� 11tJim 91,,li , ..1 � � h��LL"" ' •PLOUGH FRAMING,& i GdRI"A. EUM W7W 1% ?1 lal �1 �1I�1a1[.e M', ' 1 'v OSufF°l��o'.. TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 N x i1 AVV� Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny..ov Date Received For Office Use Only PERMIT NO. Building Inspector: D ECEPUE Applications and forms must be filled out in their entirety.Incomplete applications NOV 16 2021 will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. BUILDING DEPT TOWN OF SOUTHOLD APPLICATION-FOR BUILDING PERMIT Date:/oils OWNER(S)OF PROPERTY: Name: Rimor Development Tax Map#:SCTM#1000- 102.01 - 02- 1 Physical Address:L13 4CLQ-\x6- %,1 LuAIN-A ue, Phone#: 631-678-2667 Email: teamalia65@gmail.c m Mailing Address: CONTACT PERSON: Name:Henry Alia Mailing Address: PO Box 908 Cutchogue, NY 11935 Email: teamalia65@gmail.com Phone#: 631-678-2667 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@gmaii.com .DESCRIPTION:OF PROPOSED CONSTRUCTION ONew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $300,000.00 Will the lot be re-graded? 2Yes El 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? OYes ❑No IF YES, PROVIDE A COPY. on file with building department 9 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print m ) Henry Ali Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Henry Alia being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of �l� ► 20.S�L ` Notary Ulir. SHERRY PIRONE PROPERTY OWNER AUTHORI ��ARY PUBLIC,STATE OF NEW YORK istration No. 01 PI6388308 (Where the applicant is not the c I wner) Qualified in Suffolk County Commission Expires March 04, 2023 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name CONSENT TO INSPECTION NO �1111LOVD c ,the undersigned, do(es)hereby state: Owner(g)Name(s) That the undersigned (is)(are)the owner s)of the premiss in e T w of Southold,located at Qpj �r which is hown and designated on the Suffolk County Tax Map as District 1000, Section N�,®1 ,Block 01 Lot__ 25 That the undersigned(has) (have)filed, or cause to be filed, an application in the Southold Town Buildir Tnspe tor's Officeifor the fg�llowing;, That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned,in consenting to such inspections, do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: , ( a ( r nt e) (Signature) (Print Name) �o�511fFall( BUILDBNG DEPARTMENT-Electrical Inspector a te, TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(cD..town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ^) 14, Date: ! Company Name: e C C Name: License No.: email: ec C Address: y (��- r '' r1 1 {'hone No.: — - 3 C; JOB SITE INFORMATION: (All Information Required) Name: V6DQ,AQ.0 cif � � C is �� -e— Address: f DD1 C "1(xo Cross Street: AA1 Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: rc� Block: ^ L Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Cirrc�e All That Apply. Is job ready for inspection?: 9P/ N0 NO Rough In Final Do you need a Temp Certificate?: Issued On Tamp lnformati® (All information required) Service Size -1 P 3 Ph Size: JCA # Meters�_ Old Meter# EeES:e ryl e - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead �#! UEnderground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: J It I I W R1 DS2 0 �0�� ' PAYMENT DUE WITH APPLICATION C BUILDING©L'PT. aa5 TOWN OF SOMOLQ 82-Request for Inspection Form.xis OL l 00(r7� e BUILDING DEPARTMENT- Electrical Inspector 11 ?. TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 fel �� fYt Telephone (631) 765-1802 Temporary Certificate # 1/ 60 Date I to 2022 Customer Name .HhM _ , dam: Electrician Name .t.. i� rre1G Address L4 3 lO6 PhoneAca e-mail e-mail b Com Phone ILicense # Size IS O A Phase / Overhead Underground 5C #of Meters Remarks # of Underground Laterals 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter'#1 Service Reconnected ' I Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by c�� r o�g1�lFDL��O BUILDING DEPARTMENT-Electrical inspector j TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 44 o�� Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX(631) 765.-9502 roper.richert(a.town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ,0 ^ Icr Date: i # I kav t Company Name: • Name: License No.: email: p Jec , C6 vin Address: Phone No.. — la - :� ( 5 G JOB SITE INFORMATION: (All Information Required) . .. Name:KV6D Q.bp-uw )- (' -e— Address: f �oL �Iblo 4 3s Cross Street: j Phone No.: Bldg.Permit#: Ll-1 email: Tax Map District: 1000 Section: .cr Block: (, Lot. 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?: YE NO Issued On `temp lnfoPmatlo (All information required) Service SizeP 3 Ph Size:si 2"C�, A # Meters j Old`Me#er# �ewServ>i - Fire Reconnect- Flood Reconnect-Service Reconnected -Underground - Overhead Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: M3 Ir PAYMENT DUE WITH APPLICATION DEC 2 0 202.1 BUILUfNO DEPT. f; ���✓ TOWN OF SOU17-JOLU 82-Request for Inspectton Formals SL y�Wtl �" e.r I^i.rll�-b�lllkl�llp W1t5°`r u ' SMF ce�Mb �+ I �nage� Cc.P cy �r X11 r LA R7—XL W sir 41i'x'' `. raN LA vi PROPOSED BUMP OUT FOR PARKING (TYP.) r.� 39.2?„ ."4� r ; 97 — :`;-' 98 A y 'e Z � Mm R7—X 'i;', ;. R1-1 TYPE FLUSH MIN. WITH ;M.'"� " "�'` B—D RAMP o ��. BBC as,` cv yd01 ;: ;f SIDEWALI =" ,��a '. <'_ (TYP.) R7—XR (TYP.) R7yXlw f a. t S °.xr°�. 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'.p;,Yf,.�'s�+a,d. a',�'�?hY'iia;•�e»n:,. �';, MOUNTABLE CURB 105 0-6107 ;x k A Lj r 49.22' EMERGENCY ACCESS ROAD GRASSED AREA WITH LOAD BEARING SUB—SURFACE (SEE DETAIL) LA PROPOSED CRASH GATE PIA fMl (SEE DETAIL) f ` R5-1 ( — R5-11 wi I rC1NPIFfT �AA�pr�pnlr�v nrrccc rn CVICTAI/l nf%AM -,+ Une(S) Be fnsped6d By The r uffio�c County Dept. of Hgga Smi0m. Call 852-6?54,48 Hotltrs In A&aLnwb TO ule Inspaftn(s), APPROVED IN ACCORDANCE WITH BOARD OF O M REVIEW DETERMINATION DATED Z Lij Z O SUBJECT TO COMANTS ft$7I014S USER i a Z -LU TS tG o FAGS 139 Q Q 0 J 0. °Q a = LLLLL c ..I Cf) V r ENGINEER'S CERTIFICATION RE4tdIREC.' Q > ~ � w SUBMIT P.E.OR R.A. CERTIFICMflON0 CO) FOR INSTALLATION Awri CONSTRUCTION ~ V � o OFe0- F011 FINAL APPROVAL., Sy"r�z.ar (L, u- 0 �x 4 ~ o 'Af t �• ` + Siffolk Comity Department of Heath 80Ice9 Approval for Construuction4ther Than Single Famly vi RefOrence No. u®.-46=AW Design Flow Z4 PROJECT NO.: 00026 Use(s) ,,,-ay iCC ,(&;& �_C/ DRAWN,BY: KCK These plans have been reviewed for general coxibmance with ft&& L CHACKEp BY: TFL County Department of Health Services standards, rslating to water supply and sewage disposal. Regardless of any omissions. PATE: inconsistencies or Is& of detail, construction is required t0 be in SCALE: AS NOTED accordance with the attached permit conditions and .applicable standgr de,unlesa WdriwUy waived by the DepartmmL Thls approval FILE NO.: expires 3 years from the approval date,unless extended or xwred. CAPD: 00026 SP Approval Date RevIewer ;.... 1 - OF5 B`C:-[ H:S APPROVAL OFFICE OF WASTEWATER MANAGEMENT ~S60 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 Health Department Ref.No. (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. SECTION 1 I FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R10-17- 0) (0c) Tax Map No.. 1000 District Section Block Lot 10 2- ®1 50 Name of Current Applicant: Rimor Development LLC Tel#: (631) 735-9200 Mailing Address:PO Box 908, Cutehogue, IVY 11935 Email Address:teamalia65@gmail.com Name of Current Agent:Henry Alia Tel#: (631) 67$2667 Mailing Address:PO Box 908, Cutchogue, IVY 11935 Email Address:teamalia65@gmail.eom - -` DATE OF ORIGINAL APPROVAL: 09/08/2017 *If more than 6 years old and SCDHS site inspections have�not been erformed,a new a lication-w.ill be-re uired, SECTION 2 1 FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: Tel#: ) - I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; Signature of Previous Applicant/Agent: Date: SECTION 3 1 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Tel#: ( ) - Architect/Engineer/Surve or: __ 7 I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me;for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: SECTION 4 1 FOR ALL RENEWALS AND TRANSFERS Application is hereby made to 1 ]TRANSFER,p4RENE (check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereby certify t ave examined this complete application and the statements therein are true and correct,and that all work shall be done in a o da ce with a applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a misdem r ursuant t 10.45 of New York State Penal Law." Signature of Current Applicant/Agent Date q_P1 � lvh �2u Print Name of Current Applicant/Agent Title H ry A is�)( Agent/Project Manager DEPARTM bft U ONLY Permit is Transferred/ new Until Z3 Number of Bedrooms Approved AIIA Signature of Department Representative Date ZO WWM-104(Rev.02/12) I NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE wh , ' of PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFOREARE t7 NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, ;:5 nPLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. cO mIT IS A VIOLATION OF NEWYORK STATE EDUCATION LAWARTICLE 145, c" PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 4'8' PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF LO �- 00 AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFD(TO THE REM HIS SEAL AND , ' m THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ,2.7'� MILLSTONE LANE COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED N I � :7SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. wW , 4 t NO PHYSICAL EASEMENTS ON PROPERTY UNLESSNOTED.RECORDED EASEMENTS co WZ ' 1 D SUB PAVEMENT Vit. S ` L / OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. r I ! Z 28.5' o -'� PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE O N 20.5' JUN - 6 2022 CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES. W QSOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES. $; N 53°05'39" E 32.99' I OF62.'3 c W ^`1'!�Z.1� ��'4~�i'~-: '' RESERVCOPYRED.ONELSON&POPE,ENGINEERS AND SURVEYORS.ALLFUGHTS NO PART OF THIS DRAWING MAY BE REPRODUCED DUCED BY PHOTOCOPYING, G ""^�".''�'; RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED O Z N 30 9' (p IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN O N I H QiV �-- y y PERMISSION OF THE SURVEYOR. lA— co � ;UO N D] THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL cc l/[J' MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER Q U I w ULu OOPURPOSEZ ¢ 13.0' - cD 0 'Na m z Z z W: ce) O > z.3' `)N (�1' (n I N 53005'40"E 47.44' w W o - �®F Rl��� AI y c o co f vo 5( 21'6 S 81034'23" E d F'L ., r�!DD 67.78' O J> < O Ep. . � Q w �� \\ �9c, 1s U o � � M CD `n 04-27-2022 FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED 167.99' (ACTUAL) c„ FOR UNITS 105-106 R=275.00' UNIT DESIGNATION MAP OF L=77.85' S52°55'20"W HARVEST POINTE CONDOMINIUM 2 w w CD FILE NO.:490 FILED September 28,2020 N 8TTUATED AT DO TOWN OF I CUTCHOGUE S 40052'38" E O 0) TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 27.03' cc i S O U TH O L D S.C.T.M.DISTRICT 1000,SEcnON 102'.01,SLCCK 0200,LOTS 00.000 a 050.000 `� 0 ` NELSON + POPE 852°55'20"W 19.24'. �— - _ 7 A0 engineers•architects•surveyors Z L~lJ 70 Mmm Road,McMlle,W 11747.63L427.5665•nelsonpope.CDM LLw INDIVIDUALSURVEYS L SCHOOL HOUSE DRAWN BY: NP ADD No.: 00025_1 SCALE: jLANE CHECKED BY: MS FILE NO.: SHEET NO.: 1 OF 1 c 1"=30' DATE: 05-04-2022 PROJECT NO.: 00026 I NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE iy 43.8' PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES.RETAINING WALLS,POOLS, 1 S N PLANTING AREAS,ADDITIONS TO BUILOINGSAND ANY OTHER CONSTRUCTION. LU 1.5'I IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 165. U LOU CR m PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY z2 Q 4.8' PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED QUOO ° LLL Z O U PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF 10 W - d' AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE �za �L�- ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND J jl-� w O W Z > m THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH O O co 1.4' Q. �__ d ALTERATION,AND A SPECIFIC DESCRIPTION OF THEALTERATION. D O w 12.7 N MILLSTONE LANE COPIES E THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE E CO N U I SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. co O 3.3' Q STONE BASE fa. b i DRIVE SUB PAbEMENT NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS Fv Q 1.0. W/8"PAVER OR RIGHT OF WAYS,IF ANY.NOT SHOWN ARE NOT CERTIFIED. W - U' BORDER I PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE W-j 28.5' o N 53005'39" E 32.99 CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED,TO INEDANDS,WATER COURSES, (�7L cV 20.5' SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES: CONTROL HOOKUP METES ELECT. �I ',+ I MODULE METER W COPYRIGHT®NELSON B POPE.ENGINEERS AND SURVEYORS.ALL RIGHTS p RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, 15.8' b 30.9' RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED ZD. O0i I C7 I r Q PERMISSION F THE SURVEYOR IN OR BY ANY COMPUTER OR ER SYSTEM NATFiOUT THE PRIOR WRITTEN 1 �� v Q "� ST STONE I ( J 1.00 �w p 1.6 W J N WBORDER R I w IF wc03r N a . n 4LLU o _ wwz NO L(� WZLu ir 14- ¢DIp 13: OU }�wO51 LO X55 m o cc� �Q (0 w sa O ozf— V Lu I W w 6.0' w 2.3' U a !� z Z V m �— D O OR 00 U) a F- 39.1' o I- CNI to o N 53°05'40" E 47.44' w �. O ry m U) N ELECTRIC Q LIQ O PANEL Z U) T ° O Z O 1 DI M r O U Os CLQ' F�pAVlp A� O,p S 81*34'23"E 67.78 I Z O 0. ca Q LU O- Lq 0. Q O Fo q S ti M 04-27-2022 FOUNDATION LOCATION FINAL SURVEY 167.99' (ACTUAL) N 01-25-2022 SANITARYASBUILT FOR UNITS 105-106 R=275:00' 07-07-2022 DD CONTROL MODULES UNIT DESIGNATION MAP OF L=77.85' S52055'20"W &ELEC.PANELS w 08-24-2022 FINAL SURVEY HARVEST POINTE CONDOMINIUM 2 r N o FILE NO.:490 FILED September 28,2020 N `Q :t 0 SrrUATM AT O TOWN OF CUTCHOGUE S 40°52'38" E o o 6 ° N o 0) TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 27.03' N S O U TH O L D S.C.T.M.DISTRLCT 1000,SECn0N 102A1.BLOCK O .LOTS 00.000 a 080.000 S52°55'20'W N L NELSON + POP E 19.24' if engineers•architects•surv*vm Z 70 Menem Road,MeM le,W 11747.63LQ7.SWS.netonpope.com I w SCHOOL HOUSE DRAWN BY: JR ADD No.:INDIVIDUALSUo026 S SCALE: LL Df IY jLANE CHECKED BY: MS FILE NO.: SHEET NO.: I OF 1 C7 + 1"=30' DATE: 08-26-2022 PROJECTNO.: QOQ26 NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE Z i i [9u NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS. PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION, I U 117 IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, 0:, D_ L1.1 'w w ...tltltl PROFESSIONAL ENGINEERING AND,LAND SURVEYING,SECTION 7209,FOR ANY . Uj U'u w Q PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED U) ; PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY,IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE Q to < W ALTERING ENGINEER OR LAND SURVEYOR.SHALL AFFrA TO THE ITEM HIS SEAL AND m p I I (D J 0 1 ap (� THE NOTATION-ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH C'w w ) ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ih 43.8' oe 1" WATER ry vi SERVICE 3 i Leo. •� �.. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 1.5' N W-W-.w I I I J W_U 1 _y VIE 9 (I� ( SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY, B.3' 1.51 ri Cw `Qlf l�0 O ( NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS .j LLIz 4 B, co i i I I vJ _,I �y (- OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. ED LL O U I f� 81 , UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED h LU I­ELJ W a - AS TO ACCURACY,EXISTENCE,EXACT LOCATION.TYPE OR USE,ACTIVE OR INACTIVE co r- 3 h CLII V G: ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN 4 Z z (q Z I \1 1 PLAN DATED 7/21/16.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED JO 1.4' F-.� f) �I(yll �` (��f ! TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS co h MILLSTONE LANE J Q j 1 THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. O� O O} N 12.7'- i !gp - CONSULT WITH THE APPROPRIATE UTILITY,COMPANY PRIOR TO ANY DIGGING OR 24' UH 3 3, i m I I (au w _w w- .082 �[ FURTHER DESIGN. o �N zz N 4"SDR-35 10 Q - STONE BASE O L6. xa• p M 'T '^ CL 1: DRIVE I i SUB PAVEMENT LU 0LLI c� r'i• ,� (�'1 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUBSURFACE J mUd >c; o >c p z m f Q 1.0' W/8"PAVER I I 0 LL "1 CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, mp - zcn I ,nm ?m r C7 b BORDER I I cau ® T �' 7>- '.�? t7 28.5' o ,• SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS ul - OTHER THAN VISIBLE PERMANENT STRUCTURES. MUj In CEJ Q G G Q C _�% COPYRIGHTO NELSON 6 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS OL I = a GAS GLE _ '' RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, d } CONTROL �I I [all ® i RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED '^�F MODULE METER METER i U d CL Q IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 77 ! PERMISSION OF THE SURVEYOR vQ.a 1b 8' N 30.9' I I I L I Q m e w Q i,,- ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT N m 'O} �' i c7u LL co SHOWN Z N 18' OF 1.6' z co I N ST DRIIVEASE I I I I CO) ALL SANITARY PIPING 4-AND 6'SDR-35,TYPICAL. m4"SDR-;n �c'i LU I 0' WBORDERR 3 l� zw'n z� 2w 1 _ 13.0' I au gcj0^ M 4.7' �Z o I ZQ�� D- LUL DI p i UFQZ 60 K� m F- V °� 3 �,, Z w SOF NES 6.0' N 2.3' 1" WATER Q ion N W SERVICE 0- w 39.1' t� 11/ U O] A cl) ere z c7u; °° �O ELECTRIC VJrr^) PA 0 L I . �f N .0502 3 �J DI w L w Z > 0 DI UO a LANA p co It LU ai w Q �=, U w 3Q � cd Q" N L, C7 e) I wic _:d O F04-277-2022 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED SANITARY SYSTEM AS-BUILTTABLE 3 SANITARY AS-BUILT FOR UNITS 105-106 LSTRUCTURE NAME TIE A TIE B { ADD CONTROL MODULES ='j 8 ELECT.PANELS UNIT DESIGNATION MAP OF UNITS#105-106 '; s HARVEST POINTE CONDOMINIUM 2 ST-1 29.0' 38.6' FILE NO.:490 FILED September 28,2020 ST-2 35.1' 41.9' ^ srruATeoAT CUTCHOGUE LP 47.2' 50.8' TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.C.T.M.DISTRICT 1000.SECTION 102.07,BLOCK 0200.LOTS 048.0008050.000 HEALTH.DEPARTMENT REFRENCE NUMBERS&AREA'S A N E L S O N P O P E UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 105 R10-17-0159 1,999 S.F. 486 S.F. 2,485 S.F. Af engineers-erchhem-surveyors 106----- =N� R10-17-0160 1,999 S.F. 486 S.F. .2;485 S.F. 70 Maxess Road,MeM.Ile,W 11747.631,42.7.5665 v nelsonpope.com DRAWN BY: NP CADD No,:INDIVIDUALS000R0V2EBYS JS SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I DATE: 07-11-2022 PROJECT NO.: 00026 ' -so' �. 1�:5-4-0 & APP OVED AS NOTED DATE: S o? B.P.# ��7y 4) TRUSS PLACARDING REQUIRED FEE:°?' BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 .8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED ELECTRICAL FOR POURED CONCRETE INSPECTION REQUIRED 2. ROUGH FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOP C.O. ALL CONSTRUCTION SHALL MEET THE PLUMBER CERTIFICATION REQUIREMENTS OF THE CODES OF NEW ON LEAD CONTENT BEFORE YORK STATE. NOT RESPONSIBLE FOR CERTIFICATE OFOCCUPANC DESIGN OR CONSTRUCTION ERRORS. SOLDERUSED IN WATER SUPPLY SYSTEM CANNO- EXCEED 2/10 OF 1% LEACH. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF SOUTHOLD TOWN PLANNING BOARD :-A.- WATER►LL PLUMBING WASfi�:; LINES NEED:.::; H 30C1�OLD TOWN TRUSTEES � . 'RR ;CQ1�lRING; Blower door OCCUPANCY OR and ductwork USE Is UNLAWFUL testing required. IVITNOUT CERTII=ICA- Mustprovide Manuals ')F OCCUPANCY All exterior lighting D, J and S as per i nstalled,replaced or NYS Energy Code repaired shall conform to Chapter 172 of the Town Code Fire separation RETAIN STORM WATER RUNOFF required as per PURSUANT TO CHAPTER 236DO.N®T PROCEED-WITH NYS Code OF THE TOWN CODE. FRAMING UNTIL SURV5Y OF FOUNDATION LOCATION. HAS BEEN APPROVED. PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: TABLE R405.1 `/' W Section R316 Foam Plastic ~ R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a Properties of Soil Classified According to the Unified Soil Classification System Z 2020 RESIDENTIAL CODE OF NEW YORK STATE floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic W ;".4 E feet. Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a materials. UNIFIED SOIL VOLUME 2 2020 EXISTING BUILDING CODE OF NEW YORK STATE solU CLASSIFICATION CHANGE 8 floor membrane above and a ceilin membrane be►ow, draftsto in shall be rovided in floor-ceilin assemblies under the R316.2 lobelin and identification. Pucka es and containers of foam lastic insulation and foam lastic insulation com onents delivered to cRoLP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL g pp g p 9 9 9 P P P CHARACTERISTICS POTENTIAL D(pANSION U � 2020 FIRE CODE OF NEW YORK STATE following circumstances: the job site shall bear the label of an approved agency showing the manufacturers name, the product listing, product identification SYMBOL O -I� 5 2. Floor framing is constructed of truss-type open-web or perforated members, and information sufficient to determine that the end use will comply with the requirements. Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, V 6 2020 MECHANICAL CODE OF NEW YORK STATE R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam lastic shall be se arated from LITTLE OR NO FINES GOOD LOW LOW Z 1 a, R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural P P GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, GOOD Low Low Z �•/ � 2020 PLUMBING CODE 0 F NEW YORK STATE panels. the interior of a building by an approved thermal barrier of not less than '� inch gypsum Wallboard. LITTLE OR NO FINES O N R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, GOOD Low LOW I- (A � CD 2020 PROPERLY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be 1. Attic access is required by Section R807.1. LrrTLE OR NO FINES �� NERGY CONSERVATION CONSTRUCTION CODE- provided with a 1/2 inch gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the P y P P p sP POORLY GRADED SANDS, OR GRAVELLY SANDS, GOOD LOW LOW •� ") ; � �' 2020 NEW YORK STATE E 2. The s ace is entered onl for ur oses of re airs or maintenance. LITTLE OR NO FINES W N Do underside of the floor framing member. 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM Low I- a_'' Cn N; P a ainst I nition usin 3/8 inch sum board. SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW Z V Cn - RESIDENTIAL PRO��ISIONS Exce tions: 9 9 g gyp 4. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW O L- n�c M SECTION R101 perimeter joist space without the thermal barrier specified in Section R316.4 subject to all of the following: sc CLAYEY SANos, SAND CLAY MIXTURES MEDIUM MEDIUM Low (� Q w m M GEPJERAL Section R303 1. The thickness of the foam plastic shall be not more than 3Y inch. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, _ N N Light, Ventilation and Heating 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW ❑ M ! R101.2 The provisions of the 2020 Residential Code of NYS for One and Two Family Dwellings shall apply to the construction, alteration, R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less cRouP 2 SLIGHT PLASTICITY U movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and rooms. Ivhen tested in accordance with ASTM E 84 or UL 723. wo famil dwellin s and townhouses not more than three stories above grade plane in height with a separate means of egress cL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, { y g Exceptions: GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM and their accessory structures not more than three stories above grade plane in height. CLAYS To Low - s d oducts A ainst Deca a 1. The glazed areas need not be operable where the opening is not required by Section R310 and awhole-house Section R317 Protection of Wood and Wood Bae Pr g y R202 Definitions: mechanical ventilation system is installed in accordance with Section M1507. R317 All sills and plates on exterior foundation wall to be pressure preservatively treated in accordance with AWPA U1. R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the Insulation: Insulatin material that is continuous across all structural members without thermal bridges other that 2. The lazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends foundation at all points a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. Continuous g g fasteners and service openings. It is installed on the interior or exterior or is integral to any opaque surface of the building capable of producing an average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 wrapped with aluminum flashing. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been envelope. inches above the floor level. R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use anchored to the floor above, or has been sufficiently braced to prevent damage by the back fill where the unbalanced Mezzanine: An intermediate level or levels between the floor and ceiling of any story. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of of naturally durable wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative height of fill exceeds 4 feet. Windbome Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an and end use. Sec ran 405 Foundation Drainage Z the ultimate design wind speed (Vult) is 130 mph or greater. artificial light source located at the bottom landing of the stairway. R317.1.1. =reld treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and R301.1.1 Alternative rovisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the accordance with AWPA M4. - P enc ase a i a e or usa a spaces oca e e ow gra e. rarnage i es, grave or cruse sone drains, perforated pipe or ((�� , limitations of this code and the limitations therein. Where engineered design is used in conjunction with these standards, the Section R305 R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and other approved systems or materials shall be installed at or below the top of footing or below the bottom of the slab and L� r design shall comply with the Building Code. Ceiling Height washers, and connectors in contact with preservative treated wood and fire retardant treated wood shall be in accordance with this shall discharge by gravity or mechanical means into an approved drainage system. R 2015 EDITION f 6'-8" in bathrooms toilet section. The coating weights for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel NOV 1 h 2 1. AWC Wood Frame Construction Manual (WFCM) ( ) R305.1 Minimum height. Minimum ceiling heights of 7-0 rn habitable rooms. Minimum ceiling heights o shall be in accordance with the material requirements of ASTM F 1667. mixture with soils according to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. I 1U1� R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section rooms & laundry rooms. R301 or otherwise not conforming to this code, these elements shall be designed in accordance with accepted engineering Pd ctice. Exceptions: Z BUILDING DEPT h desi n need onl demonstrate com liance of nonconventional elements with other applicable provisions a n area R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible Section R406 Foundation Waterproofing and Dampproofing O TOW The extent of suc g y P 2. A shower or tub a ui ed with a showerhead shall have a ceilin hei ht of not less than 6 feet 8 inches above a be com atible with the erformance of the conventional framed system. Engineered design in accordance with the International q PP 9 9 and placed in a position that is visible from the street or road fronting the property. Address identification characters shall R406.1 Concrete and masonry foundation dompprooffng. Except where required to be waterproofed, foundation walls that retain U P P of not less than 30 inches by 30 inches at the showerhead. Of SOUTHOLD uildin Code is ermitted for buildin s and structures, and parts thereof, included in the scope of this code. contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled earth and enclose interior spaces and floors below grade shall be dampproofed from the higher of (a) the top of the B g p 9 r ' ct to within ns ructed in accordance with the wind rovisions of this code using 3. Beams, girders, ducts i other obstructions in basements containing habitable space shall be permitted to p ode out. Each character shall be not less than 4 inches in height with a stroke with of not less than 0.5 inch. Where required by R301.2.1 Wind design criteria. Buildings and portions thereof shall be co t P 6 feet 4 inches of the finished floor. footing or (b) 6 inches below the top of the basement floor to the finished grade using a bituminous coating. O the ultimate design wind speed in Table R301.2(2) as determined from Figure R301.2(5)B. s ecified in Sections R308.4.1 throw h R308.4.7 shall be considered to be specific the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. Ln eet the re uirements of the lar a missile R308.4 Hazardous locations. The locations p 9 Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole F_ R301.2.1.2 Protection of openings: Window glazing in windborne debris regions shall be protected tom q 9 or other sin or means shall be used to identif the structure. Address identification shall be maintained. R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of test of ASTM E1996 & ASTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or hazardous locations for the purposes of glazing. g y ASMA 115. R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a one-half of the backfill) heioght and covered with strips of 30 pound asphalt paper or 6 MIL pollyethylene to permit water ANSI D see a e while avoidin infiltration of fine soils. The remainder of excavated area shall be backfilled with the same t e of Z Q C) / i Hess of not less than 7 16" and s an not more than 8'-0" shall be permitted for hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. Section R321 Elevators and Platform Lifts P 9 9 YP ❑ Exception: Wood structural panels with a th ck / P 1. Where the lazin is within 24 inches of either side of the door in the lane of the door in a closed osition. soil as was removed during excavation. opening protection. Panels shall be precut and attached to the framing surrounding the opening. Panels shall be predrilled and 9 g P P R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall � T � �....� secured with the attachment hardware provided. 2. Where the glazing is on a wall less than 180 degrees from the plane of the door in a closed position and within 24 comply with ASME A17.1/CSA B44. R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a W inches of the hinge side of an in-swinging door. Re 321.2 Platform Lifts. Where rovided, latform lifts shall com I with ASME A18.1. 1"� TABLE R301.2(1) R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above P P PY class one vapor retarder material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA the plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps shall be considered to be Install vents within 3 feet of each corner of foundation. SUBJECT TO DAMAGE FROM a hazardous location. Section R322 Flood Resistant Construction R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not Fess than 16" by 24". GROUND Wind Design SEISMIC WINTER ICE BARRIER FLOOD Air Mean 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 SNOW SPEED To o ra hical S ecial Wind DESIGN FROST UNE DESIGN REQUIRAYMENT Freezing Annual Exceptions: " Zones, as established in Table R301.2(1), and substantial improvement and repair of substantial damage of buildings and p g p p TERMITE DECAY HAZARDS Index Tem nt to walkin surface and rail is installed 34"-38 above landing. R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. �� ( p ) CATEGORY WEATHERING TEMP REQUIRED P 1. Glazing adjace g g P Subflooring shall be wood structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. LOAD m h Effects Wind bourne DEPTH structures in floor hazard areas, shall be desi red and constructed in accordance with the rovisions contained in this section. Region Debris 2. Glazing 36 inches or more measured horizontally from the walking surface. Buildings and structures that are located in more than one flood hazard area shall comply with the provisions associated with the " R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48 o.c. max. where beam is not located under wall to zone most restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be designed pip g .. Section R310 Emergency Escape and Rescue Openings and constructed in accordance with ASCE 24, allow for r in or vents. r , MODERATE SLIGHT TO t0 R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and not less W �•I•� 20 140 NO (B) SEVERE 36" TO HEAVY MODERATE Degrees Yes X 1500 UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any W ONE EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION R310. (Egress window & window well) unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that such than 3 inches of bearing on masonry to concrete or alternatively, the ends of joist shall be suplported on a 1"x4" ribbon R310.1 Emer enc escape and rescue opening required. Basement shall have not less than one operable emergency escape and enclosure is not built so as to render the building or structure in violation of this section. strip and shall be nailed t adjacent stud. Z R301.2.1.4 Exposure category, 9 Y R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to m 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the rescue opening. � / r um o enin area. Emer enc and esca a rescue o enin s shall have a net clear opening of not less than 5.7 square conditioning; plumbing appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above band or rim joist. V J size of single family dwellings or larger. Exposure B shall be assumed unless the site meets the definition of another exposu e. R310.2.1 feet. p g g y P P 9 eet. The net clear hei ht o enin shall be not less than 24 inches and the net clear width shall be not less than 20 the elevation required in Section R322.2 or R322.3. R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural ❑ w 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. f 9 P 9 lue-laminated members, cross-laminated timber members or I-oists are rohibited exce t where ermitted b the O extends downwind fi00 feet from the artiall obstructed area. Includes flat open country and grassland. inches. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and 9 J P P P Y Exposure D P Y lumbin fixtures; ducts stems; and other service a ui ment is ermitted below the elevation re uired in Section R322.2 or manufacturer's recommendations or as shown on these drawings. ss an 5000 feet. R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of P 9 Y q P P q 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not le t I e rovided with a window well in R322.3 provided that they are designed and installed to prevent water from entering or accumulating within the components and R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a Exposure D extends downwind 600 feet from the unobstructed area. not more than 44 inches above the floor; where the sill height is below grade, it shah b p accordance with Section R310.2.3. to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding to registered truss dAsign professional where required by the statues of the jurisdiction in which the project is to be R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located below the required constructed. ( ) R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the elevation rovided that the conform to the rovisions of the electrical art of this code for wet locations. V lateral) unsu orted bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to width of not less than 36 inches. The area of the window well shall allow the emergency escape and rescue opening to be P Y P P Y PP fully opened. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shaft be designed to Section R506 Concrete Floors (On Ground) � ��11 exceed these limits as permitted by Chapter 6 provisions, provided that story heights are not exceeded. An engineered design reater than 44 inches shall be a ui ed with a ermanentl affixed minimize or eliminate infiltration of flood waters into the system in accordance with the plumbing provisions of this code. F_ ar exceeded. Where the sto hei ht limits R310.2.3.1 Ladder and steps. Window wells with a vertical depth g q PP P Y - R506.1 Concrete slab on grades to be min 3-1/2 inches thick. shall be provided for the wall or wall framing members where the limits of Chapter 6 e rY 9 si'on. Ladders or runs shall have an inside width of not less R 322.1.8 Flood resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall us Q r sist wind loads shall be in ladder or steps usable with the window in the fully open po tr 9 - istant materials that conform to the R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, cr hed concrete or crushed F- ol this section are exceeded, the design of the building, or the noncompliant portions thereof, to e ccordance with the Buildin Code. than 12 inches, shall project not less than 3 inches from the wall and shall be spaced not more than 18 inches on center coverings below the elevation required in Section R322.2 or R322.3 shall be flood amage res a g rovisions of FEMA TB-2. blast-furnace slag passing a 2-inch sieve shall be placed on the prepared subgrade where the slob is below grade. � � ` vertically for the full height of the window well. P Exception: A base course is not required where the concrete slab is installed on well-drained orr sand-gravel mixture soils F_ v R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the Z R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, classified as Group I according to the United Soil Classification System in accordance with Table R405.1. wnhouses shall be constructed without lumbin or mechanical a ui ment, ducts required : Section ge sys or fo an approved alternative method. design flood elevation shall: W Item 1 or 2. The common wall shared by two to P 9 q P IIs is not re uired where the foundation is on well-drained soil or sand-gravel 1. Be used solely for parking of vehicles, building access or storage. R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches � e wall shall be rated for fire ex osure from both sides and shall extend to and be Exception: A drainage system for window we q shall be placed between the concrete floor slab and the base course or the prepared subgrade wrhere no base course Z) or vents in the cavity of the common wall. Th p I be in accordance with Cha ters mixture soils in accordance with the United Soil Classification System, Group I soils, as detailed in Table R405.1. 2. Be provided with flood openings that meet the following criteria and are installed in accordance wi{h Section R322.2.2.1: exists. The vapor retarder is not required for Garages, utility buildings and other unheated accessory structures. C) tight against exterior walls and the underside of the roof sheathing. Electrical installations sha I p " 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in accordance with Section R311.6 Hallways: min. 36 clear width. 2.1 The total net area of non-egineered openings shall be not less than 1 square inch for each square foot of enclosed area O R302.4. R311.7 Stairways where the enclosed area is measured on the exterior of the enclosure walls. Z ce with Section P2904 is rovided the common wall shall be not less than a 1-hour II be not less than 36 inches in clear width at all oints above the permitted handrail height and below R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: Section or w Wood Wall Framing 1. Where a fire sprinkler system in accordan p R311.7.1 Width. Stairways sha P R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tabpes R602.3(1) through fire-resistance-rated wall assemmbly tested in accordance with ASTM E 119 or UL 263. the required headroom height. The clear width of the stairway at and below the handrail height, including treads and landings, 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed 2. Where a fire s rinkler s stern in accordance with Section P2904 is not provided, the common wall shall be not less than a shall be not less than 31 % inches where a handrail is installed on one side of 27 inches where handrails are provided on area below the design flood elevation, each area shall have openings. R602.3(4). wall sheathing shall be fastened directly to framing members and shall confirm to the requirements of Table P Y 2-hour-resistance-rated wall assembly tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. both sides. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the R602.3 3 . TABLE R302.1(1) R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. finished exterior grade immediately under each opening. EXTERIOR WALLS R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 151 inches (12.58') between floor levels or landings. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet TABLE R602.3(1) FASTENING SCHEDULE MINIMUM MINIMUM FIRE R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. the requirements of this section. EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. ISCRIPT1O FA TTENL@ (a,b,c,d) 11H FIRE-RESISTANCE RATED 1 HOUR 0 feet 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of WALLS R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 inches shall be provided on stairways with so►id the lowest horizontal structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL r` � r r 140T FlRE-RESISTANCE RATED o HouRs 6 feet risers. bracing, is elevated to or above the base floor elevation plus 1 foot or the design flood elevation, whichever is higher. 2. CEILING JOISTS TO 10P PLATE THREE 8D COMMON. TOE NAIL I ri o vi `- PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE >_2 feet to <5 feet R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in o ry N ri oNd N TABLE R302.1(2) R311.7.8.4 Continuity. Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over coastal high-hazard areas and Coastal A Zones shall be supported on pilings or columns. 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS lowest tread. OVER PARTITIONS MINIMUM MINIMUM FIRE Exceptions: Section R325 Mezzanines 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 1. Handrails shall be permitted to be interrupted by a newel post at the turn. R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL FIRE-RESISTANCE RATED 1 HOUR 0 feet R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 comply with section R325.6 WAL1S NOT FIRE-RESISTANCE RATED o HouRs 3 feet inches and the walkline radius is not greater than 244 inches. Each tread shall have a depth of not less than Q inches at R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the 6. RAFTER F ROOF TRUSS TO PLATE THREE tOD COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL the walkline. All treads shall be identical, and the rise shall not be more than 9J inches. Headroom shall not be less than 6 room or space in which they are located. The enclosed portion of a room shall not be included in a determination of the floor 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL R302.2.3 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the feet 6 inches. area of the room in which the mezzanine is located. � S TWO 16D COMMON. END NAIL underside of the roof sheathing, deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, R 311.8 Ramps. R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL including wall extensions through and separating attached enclosed assessor structures. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 9, STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL z Z Z Z Z Z R302.2.4 Parapets for townhouses. vertical in 12 units horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units inches in height, columns and posts. O 0 0 O 0 0 1. The parapet shall extend not less than 30 inches above the roof surfaces. horizontal (12.5 percent). Exception: Where it is technically infeasible to comply because of site constraints, ramps shall Exceptions: 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL > rn 5 � � > x e tion: A aro et is not re uired in the recedin two cases where the roof covering complied with a minimum Class C rating have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate 1 t. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL w W w w w w E c p p p q P 9 " as tested in accordance with ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved R 312.1 Guardrails: Porches, balconies, and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not floor area of the enclosed space is not greater than 10 percent of the mezzanine area. 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16 0/C FACE NAIL fire-retardant-treated wood for a distance of 4 feet on each side of the wall or walls or one layer of 5/8 inch Type X gypsum to allow passage of a sphere 4 inches or more in diameter. 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL co board is installed directly beneath the roof decking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above in accordance with Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. ON EACH SIDE OF END JOINT (24"MIN LAP SPICE C) attached to the sides of the roof framin members, for a distance of not less than 4 feet on each side of the wall or walls and N g the finished floor and greater than 72 inches above the finished grade or the other surface below on the exterior of the R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, LENGTH EI�FI 51DE OF END JOINT) 2 any openings or penetrations in the roof are not within 4 feet of the common walls. building, the operable window shall comply with one of the following: cls a sand, silt ravel or cls a ravel with a resum tive desi n load bearin value of 2,000 PSF. Do not lace footin s N 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is 1. 0 erable windows with o enin that will not allow a 4 inch diameters here to ass throw h the o enin where the Y Y Y 9 Y Y 9 P P 9 9 P 9 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 2-1 D T 16*. FACE NAIL N more than 30 inches above the lower roof. The common wall construction from the lower roof to the underside of the higher roof P P 9 P P g P 9 on soil that consists primarily of clay ss silt re have any inorganic material fo fill. opening is in its largest opened position. TABLE R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL deck shall have not less than a 1-hour fire-resistance rating. The wall shall be rated for exposure from both sides. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment FOUR 8D COMMON. TOE NAIL Z �T � Exceptions: R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening P4 1. Foundations supporting exterior walls or common walls. control device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36 below grade. 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL W 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 opening area of the window unit to less than the area required by Section R310.2.1. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL 2 � 0 R302.3 Two-famil dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"0/C TOE NAIL O O m Y not less than a 1-hour fire-resistance rating where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Section R313 Automatic Fire Sprinkler Systems with stud bearing walls, isolated plain concrete footings supporting columns or pedes a s are perm) e . x erior wall and wall R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER W w Building Code. Fire-resistance-rated floor/ceiling and wall assemblies shall extend to and be tight against the e t R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade plane shall be 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL Y assemblies shall extend from •the foundation to the underside of the roof sheathing. equipment throughout with an automatic sprinkler system. with re inch diameter anchor bolts spaced f shown on the plans and details. Bolts shah► extend a minimum a 7 inches into W w w concrete and located in the middle third of the width of the plate. A nut and washer shall be tightened on each anchor bolt. 31. WOOD STRUCTU's1 PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and Z = Exceptions: R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in " " a 1.A fire-resistance rating of )!i hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed accordance with Section P2904 or NFPA 13D. There shall be a minimum of two bolts per plate section and located not more than 12 or less than 3.5 from the end of each plate section. Plates shall be protected against decay and termites. ROOF, AND WALL SHEATHING TO FRAMING SD COMMON (ROOF) 12"o/c at interior Z v ° in accordance with NFPA 13. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above 8D COMMON (SUBFLOOR) supports (see note f) (� R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting grade shall be equipped throughout with an automatic sprinkler system. o w t d Nails used for framin and sheathin F- construction of such assemblies shall have an a ual or reater fire-resistance ratio TABLE R404.1.2 1 a. All nails are smooth-common, box or deformed shanks except where otherwise sate . g g o q g 9• R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section ( ) " W �T � z R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a P2904 or NFPA 13D. Minimum Horizontal Reinforcement for Concrete Basement Walls connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192 (20d common nail), Z F-r-1 self-closing device. Doors from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing 90 ksi for shank diameters larger than of pan but not larger than 0 tical) and 100 ksi for shank diameters of 0.142" or less. � a MAXIMUM UNSUPPORTED d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically ❑ "' device. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT � R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be dwelling units where the building is of Type V construction. Sidewalk sprinklers that are used to protect such areas WALL (FEET) f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end constructed of a minimum No. 26 gage sheet steel or other approved material and shall not have openings into the garage. walls and 4 inches on center to gable end wall framing. U `� shall be permitted to be located such that their deflectors are within 1 inch to 6 inches below the structural s8 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY w W R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply members and a maximum distance of 14 inches below the deck of the exterior balconies and decks that are AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY _ with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 constructed of o en wood oist construction. 0 M p j >8 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus I- m shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY roof/ceiling assembly. 2x6 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum Z TABLE R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable Section R314 Smoke Alarms of two floor plus roof/ceiling assembly. Exceptions: Where designed by in accordance with accepted engineering practice or � � � areas. Garage ceiling: 5/8 type X gypsum board R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. where the ultimate design wind speed is less than or equal to 130 mph, 2X6 #2 grade studs supporting a roof load with Z g o 6 d & Smoke Densit Index. R309.2.1: Wall & ceilin finishes shall have a flame spread classification of not greater than d 'n accordance with UL 217. Combination smoke and carbon monoxide alarms shall TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when spaced at 16 inches on 0 R302.9 Flame Sprea y 9 R314.1.1 Listings. Smoke alarms shall be liste r 200. R30.9.2: Wall & Ceiling finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM be listed in accordance with UL 2034. center and 20 feet where spaced at 12 inches on center. (p ;....... ••.•••••• • • ••••••.. •.. .•I. ••.. ••••• E84 or UL 723. MINIMUM VERTICAL REINFORCEMENT BAR R602.3.2 To late. Wood stud walls shall be ca ed with a double to late installed to rovide overia In at comers and W R314.3 Location. Smoke alarms shall be installed in the following locations. SIZE AND SPACING (INCHES) P P PP P P P PP 9 Z R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: 1. In each sleeping room. intersections with bearing partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF need not occur over studs. Plates shall be not less than 2 inches nominal thickness and have a width not less than the H �\��E ED cR� �� follows: 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH width of the studs. �/ y/ 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that (FEET) (FEET) Do not backfill with any soil containing silt or clay. t� �, �� n 1.1 Vertically at the ceiling and floor levels. WALL THICKNESS (INCHES) R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & �'• ;' ` Fye 1.2 Horizontally at intervals not exceeding 10 feet. contains a bathtub or shower. 8 10 12 bored hole limitations for exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior W : * R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent non bearin walls & fJ ure R602.6.1 to late framin to accommodate r in 16 a e and 1.5 inch wide metal tie `-`° 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. g 9 P P g P P 9 g g = "_`� 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with placement of a smoke alarm in a location required by Section R314.3. a 7 NR NR NR fastened across and to the plate at each side of the notch with 8-10d nails each side. Follow manufacturers U 9 8 5 O 41 NR NR �`^+h:.�A�-`� 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed specifications for engineered products. (figure R602.6.1) CTI Section R302.7. 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free cooking appliance. to s s ® 4t 5 m z2 NR 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally o738�a y0� ossa a of flame and roducts of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 ❑ . ��d�NE`s P g P from a permanently installed cooking appliance. NR denotes no reinforcing required. : requirements. 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed Locate vertical bars 1Y4" clear from inside face of walls. The center of bars shall not vary from this by more than � inch. "'�"""""'"•"'�'�'�'�� ���" �' 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. cooking appliance. NUMBER R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit followin materials. in accordance with Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm 0 1 6 0 2 3 9 will activate all of the alarms in the individual dwelling unit. T T T 2 Two-inch nominal lumber. U NITS 10 5 MODEL 1 2. Two thicknesses of 1" norrrinal lumber with broken lap joints. Section R315 Carbon Monoxide Alarms ��JJ j� W � SHEET NUMBER Q 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. R315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fire Code of NYS. 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. M F T A 5. One half inch gypsum board. 1 0 1` J�O D EL 1 1 6. One quarter inch cement based millboard. jj,,,,..,J/ j,J Z materials installed in such a manner as to be secure) W 7. Batts or blankets of mineral wool or glass fiber or other approved Y W retained in place. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGN F_ a) Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crowlspace walls and P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS W ;_ _4, MINIMUM NAIL PANEL NAIL ULTIMATE DESIGN the perimeter of slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation wall by one of the following methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD 2 1� E SPACING WIND SPEED V ult of the insulation's thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less 1. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND/OR TIMBER CONSTRUCTION (mph) 2. A flashing of an approved elastomeric material. 6" DIA. U O) MINIMUM MINIMUM MAXIMUM WALL than 6 inches (153 mm) below grade. _ I 16 WOOD NOMINAL PANEL STUD SPACING WIND EXPOSURE N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or other approved party and posted on P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage REFLECTIVE RED Q � 6 SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) from the tank will cause damage, the tank shall be installed in a an constructed of one of the following: PANTONE (PMS) x!187 z V m (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY a wall in the where the furnace is located, a utility room or an approved location inside the building. 9 P 9 (INCHES O.C.) (INCHES D.C.) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. N N 2 RATING B C D TABLE N 1102.1.2 (R402.1.2) Insulation and fenestration Requirements by Component 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. Sd 7 16 16 6 12 170 140 135 3. Other approved materials. ~ �� U COMMON 1.75 24/16 / CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL A plastic an installed beneath a as-fired water heater shall be constructed of material having a flame spread index of 25 or EFLEC11Vt 12:11 `- ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE P P 9 9 P W +) is N R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL less and a smoke developed index of 450 or less when tested in accordance with ASTM E84 or UL723. M RWHITE PP (including stories below top story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear R-VALUE forces in accordance with accepted engineering practice. 4 EXCEPT 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 Section T101 Scope 1/4" Z i au).5 M MARINE R802.11 Rafter or truss uplift force. T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the 1/2" U w c0 For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B TRUSS IDENTIFICATION SIGN STROKE _17 co 00 v, roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required R-value for such Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 ❑ co Span (ft) 12 18 24 28 32 36 42 48 roof/ceiling assemblies shall be R-30. The insulation shall extend over the top of the wall plate to the outer edge of plate Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN 0� M Uplift Force # 117 149 182 203 226 247 281 314 without compression. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 m2) or solar Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. 20 percent of the total insulated ceiling area, whichever is less. DIAMETER,WITH A STROKE WIDTH OF 1 2'.THE SIGN BACKGROUND SHALL O F RING T WHITE IN t° R702.3.5.1 Screw fastening. Screws for attaching sum board end sum Anel products to wood framing shall be Type W or Type S in photovoltaic or solar thermal system. COLOR.THE CIRCLE AND CONTENTS SHAH BE REFtEC11VE RED IN COLOR,CONFORMING TO PANTONE g gyp gyp P P g yp yP N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl MATCHING SYSTEM(PMS)X167. P4 a accordance with ASTM C 1002 and shall penetrate the wood not less than 5/8 inch. spaces shall be wecitherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Section T103 Solar-Ready Zone SECTION 1265.4.SIGN OR SYMBOL R702.4 Ceramic Tile. Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration T103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED 11 R702.4.2 Backer boards. Materials used as backers for wall the in tub and shower areas and wall panels in shower area shall be of requirements of Table R1102.1.2 based on the applicable climate zone specified in Chapter 3. T103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of TO THE EXTERIOR E THE RESIDENTIAL STRUCTURE PROMEIER HOWEVER,THAT. IS AFFIXING THE SIGN OR materials listed in Table R702.4.2, and installed in accordance with the manufacturer's recommendations. N1102.2.8 R402.2.8 Floors. Floor framing-cavity insulation shall be installed to maintain ermonent contact with the underside of the mandato access or set back areas as required b the International Fire Code. New multiple single-family dwelling townhouses SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, SI N THE UTILITY ( ) p mandatory q Y P 9 Y 9 ( ) PROMDING ELECTRICAL SERMCE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL TABLE R702.4.2 subfloor decking. three stories or less in height above grade plane and with a total floor area less than or equal to 2,000 square feet (185.8 m2) TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED M THE EXTERIOR Backer Board Materials N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall per dwelling shall have a solar-ready zone area of not less than 150 square feet (13.94m2). The solar-ready zone shall be WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE Z STANDARD down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with unconditioned composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive of access or set SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE O MATT-RIAL OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 basements shall meet this requirement unless the floor overhead is insulated in accordance with Section N1102.1.2 and N1102.2.8. back areas as required by the International Fire Code. � ASTM C 1278 N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted WOOD ROOF TRUSS SPECIFICATIONS: U FIBER REINFORCED GYPSUM PANELS NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested equipment. ROOF TRUSSES SHALL B DESIGNED R FOLLOWING AD COMBINATIONS USING ALLOWABLE STRESS DEIN PER SECTION 1605.3 OF THE � NONASBESTOS FIBER MAT REINFORCED CEMEN11TIOUS BACKER UNITS ASTM C 1325 and listed for the fireplace. T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the BUILDING CODE. W construction documents. NM j TABLE R703.8.1 TABLE N1102.4.1.1 (R402.4.1.1) T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. Z Allowable Spans for steel lintels supporting masonry veneer Air Barrier and Insulation Installation circuit breaker for future solar electric installation and shall be labeled 'For Future Solar Electric". The reserved space shall be 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: 0 SIZE OF STEEL ANGLE NO STORY ONE STORY Two STORIES positioned at the opposite (load) end from the input feeder location or main circuit location. D (EQUATION 16-8) U a,c (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. D + L (EQUATION 16-9) THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 3901.7 Outdoor outlets. A water roof outlet is required for an size, deck porch, or balcony that is accessible from inside dwellingunit. D + S EQUATION 16-10 L3x3x1/4 8'-0" 4'-8' 3'-0' BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. P q y P Y ( ) LL Ln L4x3x1/4 a'-o" 5'-0' 4'-s' At least one installed at the front and back of dwelling units. D + .6W (EQUATION 16-12) CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) � m L5x3.5x5/16 Ic'-o" a'-o" 6'-0" GAPS IN THE AIR BARRIER SEALED. least one receptacle outlet is required for each car space in a garage.ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL P q P 9 9 ' D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE Z Qi� L6x3.5x1/4 14'-0" 9'-6" 7'-0' BE SEALED. E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE ❑ WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. CATEGORY B. c. Long leg of the angle shall be placed in a vertical position. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. TABLE R301.7 C:. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. DESIGN LOADS: ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: Adhered mason veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY R703.12 Adhered masonry veneer installation. Ad masonry st q DOORS SEALED. THE FOLLOWING LIVE LOADS: ALLOWABLE ASCE7-10 , TCDL = 15 PSF, BCLL-1OPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: 1. Minimum of 4 inches (102 mm) above the earth RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF: STRUCTURAL MEMBER DEFLECTION ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION GROUND SNOW LOAD 20PSF FROM FIGURE R301.2(6) GARAGE AND CANTILEVERED MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 Rafters having slopes greater than L/180 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". )­­`1plastic with a minimum vertical attachment flange of 3 % inches (89 mm) shall be installed to extend a minimum of 1 inch (25 FLOORS) (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS 3:1 2 With no finished ceiling attached mm) below the foundation plate line on exterior stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED PER LINER FOOT DIAD LOAD FOR ROOF FRAMING) 9 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN O R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting SPACE SHALL BE SEALED. to rafters DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: construction for the steel angle shall consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A FLOORS: 40 PSF 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. wood member abutting the vertical wall stud construction shall be anchored with not fewer than three 5/8 inch diameter by 5 inch GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 2. LOCATION OF ALL JOINTS. LLI w lag screws to every wood stud spacing. Each additional wood roof member shall be anchored by the use of two 10d nails at RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO UNINHABITABLE ATTIC W/0 STORAGE: 10 PSF Floors and ceilings W brittle finish L/360 3. REQUIRED BEARING WIDTHS. every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel shall be 12 THE DRYWALL, AIRTIGHT AND IC RATED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF g / / 4.1. TOP CHORD LNE LOAD , SNOW LOAD. to feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM HABITABLE ATIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.2. TOP CHORD DEAD LOAD. ` R703.8.4 Anchorage: Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in EXTERIOR WALL FROM THE SHOWERS AND TUBS. 4.3. BOTTOM CHORD LIVE LOAD. p0 [V�J mortar or rout and extending into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A Exterior walls With plaster Or STUCCO finish L/180 4.4. BOTTOM CHORD DEAD LOAD. 9 g 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ❑ � O . I outside face. minimum tie sine= 22 US gage. Minimum tie fastener = 8d common nail. Airspace= Nominal 1" between sheathing & ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior WOIIS With brittle finishes L/180 4.6. CONTROLLING WIND LOADS. veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be spaced not more than 32 on center SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. > �� horizontall and 24 inches on center vertically. N1102.4.5 (R402.4.5) Recessed fighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage from seismic provisions of code per Exterior walls with flexible finishes L/180 6. EACH REACTION FORCE AND DIRECTION. y g p 9 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR 7 .8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as havingan air leakage rate R301.2.2) R 03 g 9 Lintels supporting masonry veneer L/600 EXCEPT WHERE SYMMETRICALLY P4r other oints of support., including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,Oo0PSF Per TABLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES, v ` P section R703.8. recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. (q R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple GM, and GC. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. Z) not be less than 3/16 inch in diameter. Weepholes shall be located immediately above the flashing. single-family dwellings (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. Ir R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. � and walls closer than 10 feet (3048 mm) to a building on another lot. Section N1103 (R403) of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. WOOD FLOOR TRUSS SPECIFICATIONS: F- U Exception: Walls perpendicular to the line used to determine the fire separation distance. Systems R801.3 Roof drainage in areas where; expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. ABBREVIATION THE BUILDING CODE. W S WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF z water disposal from roofs that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainage system. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall A.B. ANCHOR BOLT D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: 0 O E.J.on 802.1.1. be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT R.O. ROUGH OPENING U different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain ADJ. ADJACENT/ADJUSTABLE LVR. LOUVER R. RISER D + L (EQUATION 16-9) R802.1.5.4 Labeling each piece of Fire-retardant treated lumber and wood structural panels shall be labeled per secti R802.4.2 Framing details. Rafters she1A ll be framed not more than 1 inches (38 mm) offset from each other to ridge board or directly zone temperatures down to 55'F (13'X) or up to 85'F(29'C). The thermostat shall initially be programmed by the manufacturer A.F.T. ABOVE FINISH TREAD J EACH opposite from each other with a collar tie. 802.3 Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower than 78'F (26'C). ALUM. ALUMINUM EEXPANSION JOINT LT. LAUNDRY TUB RND ROUND � less in depth than the cut end of the rafter. At valleys and hips there shall be a valley or hip rafter not less than 2 inch ELEC. ELECTRICAL D = DEAD LOAD, L = LIVE LOAD, nal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported at N1103.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe <CH. ANGLHEOR ELEV. ELEVATION MAS• MASONRY S.C. SAWCUT (51mm) norm P heating systems shall have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. EQ. EQUAL MAT. MATERIAL SCHEM. SCHEMATIC FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at that point. Where the roof 9 Y ARCH. ARCHITECTURAL MAX. MAXIMUM SHLF SHELF TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and ceiling N1103.3 (R403.3) Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. ® AT EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SHT. SHEET joists, such as ridge beams, hips and valleys, shall be designed as beams. N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches EXP• EXPANSION MECH. MECHANICAL SIM. SIMILAR TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". pp y g (76.2 mm) in diameter and greater and R-6 where less than 3 inches 76.2 mm in diameter. Supply and return ducts in other EXT. EXTERIOR STAINLESS STEEL Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported b a wall or girder ( ) Pp y BD. BOARD MIN. MINIMUM S.S. designed in accordance with accepted engineering practices. EE. EACH END STEEL TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN portions of the building shall be insulated to a minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 BLDG. BUILDING SIL. R802.7.2 Engineered wood products. Outs, notches and holes bored in trusses, structural composite lumber, structural glue-laminated where less than 3 inches (76.2 mm) in diameter. BM BEAM M.O. MASONRY OPENING STRUCT. STRUCTURAL DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: MTL. METAL SUSPENSION 1. DEPTH, SPAN, AND SPACING. members, cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers Exception: Ducts or portions thereof located completely inside the buildingthermal envelope. BTM BOTTOM F/C FLOOR COVERING CHANGE SUSP. co recommendations or where the effects of such alterations are specifically considered. P P P Y P BLKG. BLOCKINGGD SLIDING GLASS DOOR 2. LOCATION OF ALL JOINTS. N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section F.D.FDFLOOR DRAIN N.I.C. NOT IN CONTRACT 3. REQUIRED BEARING WIDTHS. u R802.8.1 Bridging. Rafters and ceiling C-i 17 joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be s M1601.4.1. BRC. BEARING SQ. SQUARE ~cli n din anal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across FUN. FOUNDATION (NT s) NOT TO SCALE 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. BRK BRICK FUR. FLOOR TB TOWEL BAR 4.2. TOP CHORD DEAD LOAD. o - N M w N supported laterally by solid blocking, g Exceptions: BSMT BASEMENT FP FIREPLACE T & G TONGUE AND GROVE 4.3. BOTTOM CHORD LIVE LOAD. the rafter or ceiling joists at intervals not exceeding 8 feet. 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. CENTER LINE O.C. ON CENTER 4.4. BOTTOM CHORD DEAD LOAD. �L F.R. FIRE RATED TOP OF GRADE SLAB R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall C.M.U. CONCRETE MASONRY UNIT FRM FRAME OPER. OPERATOR TFW TOP OF FOUNDATION WALL 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. Connect with tecos for header joist spans of 6'-O* and greater. not be required for continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and C.J. CONTROL JOINT OPNG. OPENING TYPICAL 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. R806.3 Vent and insulation clearance. Where eave or corlice vents are installed, blocking, bridging, and insulation shall not block the free button-lock types. Ff• FOOT / FEET TYP flow of air. Not less than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of COL. COLUMN OPT. OPTIONAL 6. EACH REACTION FORCE AND DIRECTION. FFG FOOTING T TREAD 7. JOINT CONNECTOR TYPE AND DESCRIPTIONSIZE, THICKNESS OR GAGE AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD TR TOWEL ROD (E.G.,( ) the vent. GA. GAUGE EXCEPT WHERE SYMMETRICALLY N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'X) COND. CONDITION OZ. OUNCE TRPL TRIPLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. ( ) Equipment 9 y g (Mandatory). CONT. CONTINUOUS GALV. GALVANIZED 1 R ONE ROD Section R807 Attic Access or below 55'F (13'X) shall be insulated to a minimum of R-3.N1103.7 R403.7 E ui ment sizin and efficient rutin Mandato G.C. GENERAL CONTRACTOR / 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. UNLESS NOTED OTHERWISE have a Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance CONST. CONSTRUCTION 1/g ONE SHELF U.N.O. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY AND FIELD SPLICES. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that GEN. GENERAL ' with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation CTSK. COUNTERSUNK PC POURED CONCRETE 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. z z z z z z vertical height of 30 inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall methodologies. C.O. CASED OPENING G ' GYPSUM VERTICAL be measured from the top -of the ceiling framing members to the underside of the roof framing members. PBD. PARTICLE BOARD VERT. 11. MAXIMUM AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. Fn Fn N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 CANT. CANTILEVER G.L.G•L• GLUE LAM VERIFY IN FlELD 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. o o � O O O PL. PLATE V.I.F. C.T. CERAMIC TILE WASHERLu uJ Lu The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located on on to in a International Mechanical Code (as amended), the 2015 International Residential Code (as amended), or the New York City HDW HEIGHT PNL. PANEL W WITH * DRAFTSTOPPING: IN COMBUS119LE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING Of � 9 hallwayor other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 Construction Codes as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have CLG. CEILING HORZ. HARDWARE W Y PP PWD. PLYWOOD ASSEMBLY, DRAFfSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL inches high 559 mm wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed head-room in the automatic or gravity dampers that close when the ventilation system is not operating. C.M. CROWN MOULD HORIZONTAL,HORIZONTALLY WD. WOOD 9 DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE H I NC ORMEMBRANE attic space shalt be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing C.R. CHAIR RAIL HR.WD. HARDWOOD PF. PREFABRICATED W.W F. WELDED WIRE FABRIC MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSE BLIESBUNDER THEOFOLDLOWI G CIRCUMSTANC ABOVE AND A CEILING members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. HR. HOUR PR. PAIR WO OR W/O WALKOUT m 0 Section N1104 (R4o4) Electrical Power and Lighting Systems D DRYER HDR. HEADER PROJ. PROJECT / PROJECTED WINDOW FLOOR FRAMING F CONSTRUCTED IA TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. N N1104.1 R404.1 Lighting and equipment Mandato Not less than 90 percent of the permanently installed lighting fixtures shall contain only 'ENNY HB HOSE BIB PSI POUNDS PER SQ. IN. WNDW MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL (PANELS. o Section R902 Fire Classification ( ) 9 9 ( ry)' P P Y 9 9 Y DBL DOUBLE Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C high-efficacy lamps. I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. TYPICAL ROOF & FLOOR TRUSS NOTES: R 902.1 roofing shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 DIA. DIAMETER INGR. IN GROUND P.T. PRESSURE TREATED from a lot line. Class A, B and C roofing required by this section to be listed shall be tested in accordance with Section M1305 Appliance Access DN DOWN INSUL. INSULATION QUAD. QUADRUPLE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF feet (914 mm) f 9 METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI PI 1. THE TRUSS DESIGN DRAWINGS SHALL, BE PREPARED AND STAMPED BY UL 790 or STM E 108. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and DR. DOOR INT. INTERIOR REF. REQUIRED /T Anel system installed on or above the roof covering replacement without removing permanent construction, other appliances, or any other piping or ducts not connected to the DW DISH WASHER I.S. INSIDE CORNER RMS. ROOMS TO REFERENCE * REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. Z W R 902.4 Rooftop mounted photovoltaic panel system. Rooftop mounted photovoltaic p y TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID W shall be tested, listed and identified with a fire classification in accordance with UL 2703. Class A, B or C photovoltaic panel appliance being inspected, serviced, repaired or replaced. A level working space not less than 30 inches deep and 30 inches wide DWG. DRAWING JT• JOINT REINF. REINFORCING,REINFORCED FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. system shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 (762 mm by 762 mm) shall be provided in front of the control side to service an appliance. KSI KIPS PER SQUARE INCH y * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS aCD - feet (914 mm) from a lot line. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN OJ m flashing required to have akick-out where the eave of the roof intersects a wall to prevent water intrusion into the enough to allow removal of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS W o R 903.2.1 Exposed wall fl g q not more than 20 feet 6096 mm Ion measured along the centerline of the passageway from the opening to the appliance. THE SBCA BUILDING COMPONENT SAFETY INFORMATION (SCSI) GUIDE TO GOOD PRACTICE FOR HANDUNG, INSTALLING & BRACING OF METAL PLATE > Y wall assembly. ( ) g 9 P g y P g R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less CONNECTED WOOD TRUSSES. W front of fascia, min 4" typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at than 18 inches (457 mm) above the floor in garages. * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OFA Z e teres Fahrenheit or higher. Ice protection requirements per table R301.2(1). Install ice & water M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for GRAPHIC SYMBOLS REGISTERED DESIGN PROFESSIONAL Z v temperatures of 40 clg 9 P shield at all eaves, gable ends, hips & valleys. On roofs slopes less than 4:12, entire roof to receive ice & water every 45 degree bend and 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system * INE DESIGCONTRNED AN IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTORS ADEQUATE TEMPORARY BRACING HAS shall comply with code section M1502 listed and labeled in accordance with UL2158A. Exhaust duct size shall comply with code BEEN DESIGNED AND INSTALLED FOR THE INSI1LLAl10N OF THE TRUSSES. o shield. Co W R 905.2.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof section M1506. �� STRUCTURAL CALX. REFERENCE WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: W9 z slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double - All general notes unless otherwise noted on plans or product specifications. W P G2415.7 404.7 Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping DET DETAIL REFERENCE ❑ underlayment application is required in accordance with Section R905.1.1. ( ) 9 P Y 9 P P 9 g 9 P P 9 SHT - All applicable state & local codes, ordinances and regulations if any. "' a galvanized steel stainless steel, aluminum or copper roofing nails, minimum 12 is located less than 1 X inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be " FLOOR FINISH CHANGE a R 905.2.5 Fasteners. Fasteners for asphalt shingles shallb g P attached, the pipe shall be protected b shield lutes that cover the width of the a and the framing member and that extend - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict W cn 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 P P P Y P pipe 9 M compliance with manufacturers specifications and / or recommendations. ui c=,� penetrate through the roofing materials and not less than % inch (19.1 mm) into the roof sheathing. Where the roof sheathing is not less than 4 inches (51 mm) to each side of the framing member. Where the framing member that the piping passes - General contractors and subcontractors to review these construction documents upon receipt from architect H V W less than % inch (19.1 mrn) thick, the fasteners shall penetrate through the sheathing. through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member and extend not O DOOR / HARDWARE TYPE I flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing DE` _ _ _ DET and report any and all discrepancies including any dimensional conflicts, immediately to architect for 0 m R 905.2.8.3 Sidewal g 9 9 member. BUILDING SECTION inches 102 mm in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof corrective measures (NGSprior o construction, z_ ( ) 9 e siding is provided on G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches SHT SHT _ - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. w or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Whet 9 P 305 mm horizontally of the vent terminal. Door stops or closures shall not be installed to obtain this clearance. - PARTITION TYPE - The general notes and typical details apply throughout the job unless otherwise noted or shown. Q the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is ( ) Y �/ 9 YP PP Y g Z • Teal draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the � � � � provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be G2427.8 A mechanical g y 9 PP provided in accordance with Section R703.7.2.2. from or 1 foot above any door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper p located not less than 12 inches above finished round level. adjustment before proceeding with the work. W R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be 9 of less than 1 inch 6.4 mm below the roof sheathing The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their U ��REO T'Cy overlapped not less than 2 inches (51 mm). Drip edges shall extend n k ( ) \5 oeeRr h and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof from any air opening into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per construction shall be of the some character as for similar conditions that are shown or noted elsewhere on f- Fp TF deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underfayment shall be installed hour shall be installed with a 9 inch vent termination clearance. 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 the construction document set. � ���� �"� ��y �-+ over the drip edge along eaves and under the drip edge along rake edges. - All work is to be performed in a professional manner and in accordance with best practice and consistent `D ` R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 from any air opening into the building. W .:° with manufacturer's and supplier's recommended installation procedures. _ � and 4 of this code. - The architect has not been retained to perform framing inspections and / or field inspection. The architect U CID : N r.„n_-f 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 Section G2439 (614) Clothes Dryer Exhaust than 3 feet above the highest point where the chimney passes through the roof. G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing �� o238vo O� shall be independent of all other systems and shall convey the moisture and any products of combustion to the outside of the with respect to the construction documents. PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ❑ : O�NE`N Section R1004 Factory-Built Fireplaces building. ("REGULATIONS"), 8 NYCRR 69.5, ENTITLED "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE a listed and labeled and shall be installed in accordance with the conditions of the listing. Factory G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 R 1004.1 Factory built fireplaces shall b built fireplaces shall be tested in accordance with UL 127. for use in dryer exhaust duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A VIOLATION OF THE LAW OR ANY PERSON, UNLESS ACTING R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace manufacturer's instructions. UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. JOB MBER system has been specifically tested, listed and labeled for such use in accordance with UL 127. 2 O 1 6 O 2 3 R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. p2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric UNITS 105 (MODEL Al ) & W material shall be installed in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving SHEET NUMBER Energy Efficiency as a vent terminal shall not reduce the required internal cross-sectional area of the vent pipe to less than the internal TZQ 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 cross-sectional area of one pipe size smaller. A 0- cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout 1 0 6 M O D LL Zthe attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with V (D W T2 numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam W thickness and installed R-value shall be listed on certification provided by the insulation installer. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALI6NED WITH RAFTER, U) ^^ ,, CONNECT KING STUDS TO TOP PLATE I-- W CS-W X 2P MIN. ROOF FRAMING WRAP 1-1/4"X22 6A 6ALV.COIL STRAP WATTACH TO EACH FAIR CC ,, 06-20 X 24'MR Cr 6PP05M6 RAFTERS OVER TOP OF TOP PLATE AND NAIL CRIPPLE STUDS � ^ 0 ATTACH TO F�1Gt1 PAR 2x AGQ LEDGER W/2-3/8"x5" LA& DBL TOP PLATE I6"O G. U ai �OPPO W RAFff3t5 ROCtPoor BOLTS® 16"oc INTO STUDS O 4--d j �PLAN 51MP50N 5TRON6-TIE 2X BLOGKING 0 U A35 o EVERY RR AT 2 END BAYS 2X4 STUD WALL OR Z ABLE END TRUSS (D SI�PraON STRLN6 5hP9pN 5fRON16 - - TRL`f'EBOTTOMCHORD W/STRONF�BAGKS SIMP50N H2 CONNECTOR 0 EA O •� � (0 ti L 3 -TIE H23 TE H6 , " SIMPSON STRONG-TIE 51MP50N STRONG-TIE H2 W NAILS RDEE STRAPS 09LL IE ATTAM TO WH PAR Or CPPOSM6 RAFTERS. ALTERNATE TO RID6E STRAP: H3® EVERY RR RAFTER TO STUD AND KIN65 TYP. 8d NAILS TYP. :Rpf STRAPS NOf Ydi N CGLLAR TE5 OF PROVIDE 2X4 COL AR TTE AT �� �� (WEEN ALIGN®) � •� � p o� rn = N COMBINATION ONLY W1EN STUDS AND NOMINAL Vi OR 2X4 LUMIXR ARE LZATEP M Tit LPPER THRD 6F TIE uPPe<TNIRD of THE ATTTc SPACE FOR USE WEN 57WS AND LU-I MY 4-IOd AT EACH RAFTER) N } AT(10 SPACE APD ATTAONE'D TO EAONt PAR OP RAIT13t5 W/*Vd NM5 G5-22 STRAP AT _ ALIGN `R��FTERS DO NOT AL16N EACH STUD,SEE N Z - LSU26 FOR 2xb DETAIL 4 "� Z U W M O L a� � M LSU26 FOR 2x8,2x10,OR 2xI2 U c o `6 v FRAMES 0 I ❑ V C WI OR Cl) �1 DGE STRAP DETAIL / -RIDGE STRAP DETAIL LU25aSIMPSON ERY C J STTUUDS� O.G. 08 L M LU28� EVERY GJ � (108 GAIN.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) NO SPECIAL FT _ ' 2 2x ACQ LEDGER W/3/8'x5' LA6 CONNECTORS REQ W 2 N.T5. LOCATE AT // N T5. LOGO`TE AT S�`FT� BOLT® Ib"or, INTO 5TUI75 5TTRAAPPI�TO BE 1 1/4'X 22 5TUZAPPIN6 IN THIS AREA `'R STR�X� / To BEAR A MIN.OF 10'ON FRAMING. -TIE LTS "` / GABLE END WALL SMPS.�GN 51RCN5 SD NAt.S TVP.v IOD MAY Ef U� 1'APPLIED PORCH I�OOF -re HIA OR HIOS OVER Vr 05THI 15 K I. // STRAPP I NC DETAIL L WNAIL5'". DETAIL AT ATTIC FOR U5E WHEN STUDS AND t'E IAFINi�'S DO NOT ALI6NY HHEN STUDS AND ,� N.TS. Z ALIGN N.Ts. STRAPPING TO W1N1 ONTO RIM JOIST,SEE i F- DETAIL WI(ONE STORY)OR ONTO STUD j AT WALL BELOW(TWO STORY) ROOF RAFTEF: HURR I DANE TIES - - • • I N.TS. LOCATED AT EVERY ROOF RAFTER • CO • Z ATT I G _ STRAPP I NC DETAIL • P05r ,, i2 EOR FRAME GONNEGTIONS 0 Ln USE EC60 4 AT M DI I LTS. O rn• MSTCAW 2ND FLOOR PM-c (2)2x 4-I6d FACE NAILS FROM Z STRAP OR 4x PROVIDE 3"X54'X3'WA5HER PLATE AT ALL ANCHOR BOLTS KIN6 STUD INTO HEADER ❑ tr15TG SECURED 13Y WOOD SILL PLATES. GOLUMN POST TOP ANCHOR � 6rA r NAILS THREE�W PLATE. MAY BE USED IN LIEU OF w BD L@JSm LOCATE AT EVERY COLUMW fatRDE R GONNEGTION SnD PROVIDE 3'Xb'X 036'6ALV.5T�1 PLATE W/ D,MN NAS 6-817 NAILS AT GOR7�5 AND INTEIRSEG11N6 L PLATE W (4)NAL$MN IN i 12-W NAILS AT AST BIM JOINTS SIN S RAI6H1' - 51MP50N L5TAI2 STRAP IN p"LQJbm(TVP) i l - ---NO NNS `fl FF--11 �� WALL5 WHERE THERE 51N6LE PLATE OR FEAPER 2X6 KIN6 STUDS VAN): 5-IOD NAILS EACH END AT 00 11 EACH JACK STUD l I � 24'MINIMUM LAP SPLICE ONE AT SPANS UP TO b f$T Q 100, air gym \ / NAILS TWO FOR SPANS 6 To 12 FEET A301 ROD THREADED b'80TH ENDS. THREE FOR SPANS 12 TO 16 FEET 2X6 JACK STUDS NANJ: ., PROVDE MN ED CONI Fig-fir 3/4'AND I"ROD AT 51MP50N STEEL 5TRO%WALL,SEE PLANS 12-I6D MIN.NAILS ONE,AT SPANS<6' r T Mr*a OF 7/r G AT ALL SPLICES w IST FLOOR NAILS THR AT SPANS FROM 6'TO 12' W THREE AT SPANS>12' W p'MN 5IMFWN POST BASE " " LNLE55 NOTED OTHERWISE ON PLAN (� OR ABUbb,5l PLAN 2X3/6 X3 WASHER PL W/NUT EACH 5117E 0 L ' (4)NALS MN M UPPER STORY SHEAR °0 CIS 12"lEJ6m(TVP) G5-22 G01L STRAP 1 - WALL TO GIRDER ALTERNATE ANGHOR BOLT DETAIL @ EXTERIOR WALL ❑ W Q FLOOR TO FLOOR TIES I BELOW CONNECTION l � � �' ' � � FOR SET BACK WALLS HDU HOLD-DOWNS AND STRONG WALL HEADER GONNEGTION LOCATED AT EVERY STM I MINI HOOKED ANCHOR BOLT N51 2 �j DOUBLE TOP WALL PLATE 5PL I GE DETA I L F=OUNDATION MINIMUME�IBEDrEtroREM'AN510N I`� N.TS. I� I 16 � U BOLT W/V MINIMUM EMBEDMENT N.TS. N.T5. N.TS. NOTE � COL STRAPS LtM MTHM6 PRDVDE 8d UMZN(ON x 25'LONG)NAIS. COL STRAP5 OVER MEAM10 PROVIDE IOd OM�ION(ON x V I4 NAILS. I \ GOLUMN POST BOTTOM ANGHOR N•T *' LOCATE AT EV1=RY cowMw eIRD>=R GOMEGTION , , ,� ALLOWABLE HOLES - To nAT VAIV M IbD NAIL®24"0/G 817 NAIL®6 O G AT ALL PANS ED6Eri Z �U�TOE N� 160 NAIL a 24'0/6 X6 o5B OR PLYWOOD LVL Headers and Beams W AS FIR W174M HIP RAFTER, 51MP50N HGP HIP SHEATHING Microllam® LVL SEE PLAN INTERIOR 1.3E TimberStrand® and 0 (� NAILS MN N CORNER TIE LSL hole zone Parallam®PSL 2 x diameter of the Y3 depth U NOTE:WHERE 24'WIDE MINIMUM FULL VEI6HT I IZ L"T"(�P) hole zo largest MOLE(minimum) Q WALL RETURN 15 PROVIDED AT ENDS OF BRACED WALL LINE THE 80011 HOLDOWN MAY I • BE ELIMINATED. PROVIDE TWO(ONE AT EACH a"LaJ6TH l 80 NAIL 0 6'0/6 - _ _ 51DF)06-22 STRAPS PER DETAIL 4 IN LIEU OF I NAIL e MNKN6 TO 51Nff'5%BP WASHER ```J o o AT ALL PANEL ED6E5 INTERIOR d - T - - T LSTA36 STRAPS SHOWN IN THE DETAIL I SILL PLATE W/8d 2X AGQ 51LL PLATE. MULE ° - -I- - - - -1- o EXTERIOR GYPSUM BOARD o 0 0 NAILS a 4'0/G 51LL AT FILL BASEMEMS J ,,MINIMUM 5/8 DIA 5Tffi ANCHOR.OL- - -- - - Microlla la LVL and BOLTS MAX 2'8 CHO 1x b TUT VA EY 817 NAIL® 12'0/G AT ALL Parallam®PSL EMBEDMENT EXTEND BOLTS MIN.T INTO G5 22 COIL STRAP tAac sw TO R n tMEM5ER5 NOT AT PANEL ED6E5 EDN.W1IN 1T6H1EED�t D6.oiv allowed hole zone 3'x 3'WA.5HER TO EACH BOLT. (2)2 x SRPSM L74 PLATE WLEP TO e�P50P1�gyp 15/52"055 OR middle Y3 span #4 CONMWO.5 BAR PROVIDE TERMITE SHIED 51LL 5l1 Ra INSIDE CORNER OVT51X CORN -LSTA36 MU lo-lod NAILS SEAL AND MAINTAIN 8'MIN RM AND 5LL PLATE A Ii0/G a E,+c+t R,rrtTc WNeze PLYWOOD SFEATHIN6 d 1.3E TimberStrand® LSL allowed hole zone d INTO 57M ABOVE AND FROM TOP OF L FROM MD TO FIN15HED 6RADE PALSY FTR T3' PLAN VIEW LL � 6 C6 o0 BB OW(2 EACH coRTgW FROM TOP OF NOTE, PLAN VIEW N N n N o0 Wil.A5 PHt TACIP 9Jp WFGAL H c i o M General Notes Q r N M o N Tall=2,88011 COIL STRAPS UNDER SHEATHING PROVIDE,8d COMMON(0.131 x 25'LONG)NAILS.COIL EXTERIOR I^I�HALL TOP SEE�1NDA10N `" STRAPS OVER SHFATHIN6 PROVIDE,IOd COMMON(0.131 x 3'LONG)NAILS. Y 'l! `L-L. EXTERIOR GORNER HEADER MAXIMUM ROUND Allowed hole zone suitable for uniformly loaded LAY-OBER OR FALSE VALLEY DEPTH HOLE SIZE headers and beams only. PLATE HIP GONNEGTION \WALL FRAMING 4Ys" • Round holes only nd STORY GCjRNER GONNEGTORS 8 TYPICAL ANCHOR BOLT STUD TO RIM JOIST TO SILL PLATE 17 STRAPPING DETAIL IS 5Y" 1%a" �1 • No holes in cantilevers. N.TS. KT5 N.TS. 7Ya"to 20" 2" • No holes in headers or beams in plank orientation. N.TS. LOCATED AT EVERY CORNER N.T5. LOCATION AS NOTED NTS. LOCATE AT EVERY STUD H•T•�-�• DO NOT cut,notch or drill See illustration for Allowed Hole Zone holes in headers except as Indicated in illustrations and tables. A MINIMUM OF TWO BRACED WALL LINES 04J ARE REQUIRED IN EACH DIRECTION OF A BUILDIN6. BWL'S SHALL NOT BE SPACED PREMED STRAP AND WALL 6fi1THINO n MD W SHEA N6 n O O O O O O MORE THAN 60 FT APART. WALLS WITHIN A BNL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BNL BWL LOCATIONS ARE HOTS, TO TOP C'F PONY WAL F mw--�I NOTE= To w or PONY Wal. r USED�I j INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY 13E T BE61N WITHIN IO FEET OF EACH END OF A BWL. THE DISTANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER 51MP50N GTTIZ NIOLDOA?J A Cf-NVSP DIW.® A BRACED WALL PANEL(BRP)SHALL fAL DD F#FLS(M�Aj HDU AS REQW EDSE-5 OF BWP'5 SHALL NOT BE 6REATER THAN 20 FEET'. THERE SHALL BE A MINIMUM OF TY40 BW ON EACH BWL EXCEPT AT �O Ar wxw WALL DETAILS G MD R WALLS<Ib FEET LONG MAY HAVE ONE 48"OR LONGER BWP. BWP'S ARE TYPICALLY G5-H512 SHEATHED BRACED WALL PANELS ® (TYPE A)OR 6YP5lJrM BOARD GB(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BNP TYPES A 3 I/Z'WIDE LVL HEADER(5�PILAW N ® L-iX NALS AT PrM AND B DO NOT QUALIFY DUE TO MINIMUM LEN6TH REGUIREMENT5 OR ADDITIONAL GONTRIBUTINl6 LEN6TH OF BWP 15 REQUIRED. CONTINUOUS TO OUTSIDE OF PANra u� 0 N ® BWP TYPES ARE INDICATED ON FLOOR PLANTS. r/� ® 3/8'0 THREADED ROD ® C5-W5P GONTINUOU51-Y SHEATHED BRACED WALL PANELS M YPE AJ SHALL MEET z z THE MINIMUM LEN6TH RECIUIREMENTS OF TABLE Rb02.105. NAIL 7(6'MINIMUM WALL CONTINUOUS IIY4 MIN DEEP HEADER TO GONtfINU0U5 ItV4 MIN DEEP FADER TO NOTE,H13RE 24 WIDE MINIMUM FULL HE16Hf OUTSIDE KIN6 STUD(SEE PLAN) OUTSIDE KIN6 STUD(5EE FLAW PAG-BTEC ~i WALL RETURN 15 PROVIDED AT ENDS OF SHEATHING WITH 8d NAILS®6"O/G(EDGES)AND 12'0/G(FIELD)AND PROVIDE 2X CS4,6P BRACED WALL LINE THE 80011 BLOCKING AT ALL UNSUPPORTED PANEL E eE5. PROVIDE 800 POUND HOLDOWN FASTEN J'5HEATHIN6 TO HEADER IN FASTEN J'SHEATHING TO HEADER W/ CS4,6PM MAY BE ALL LINE THE PER DETAIL 14 OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE a W NAILS o 310/0 IN EACH DIRECTION 817 NAILS 0 3'o/G IN FAGN DIRECTION e- MIN PANEL W HEIGHT(FT) WIDTH 1' TRIM TOP OF PANG AS REQb EITHER A 24"MINIMUM FULL HEI614T WALL RETURN OR A 48'MINIMUM BW. W SIMPSON L5TA24 STRAP ON BOTH SIDES AND 51N�P5oN LSTA24 STRAP�Ib-IOD NAILS 8 28' a � � EACH OF HEADER TO JACK STUD IN I6-I00 NAILSw } TABLE Rb02.105 MINIMUM LH�TH REGVIREMENT5 OF 6546P q 32' b-I/4 5175 SGRBdS O m FASTEN TOP PLATE TO HEADER MU 2 F- FASTEN TOP PLATE TO HEADER W/2 H J ^ O CONTINUOUSLY 94EAP ED BRACED WALL PANELS z ROME OF 16d MAILS a 3Wr, z 10 34 PORTAL STRAPS I/Y Ii2AM EDGE ON W H W WALL AJAGENT CLEAR MINIMUM LENGTH OF ROWS OF 16d NAILS a 3'O/G I I 38' BOTH SIDES 4 STRAPS PER P > Y HEIGHT(FT) OPN6 HEIGHT BRACED WALL PANE.. (2)JACK STUDS MIN.OR PER PLAN a0 (2)JACK STUDS MIN OR PER PLAN 12 42' „ 0LLI r U Q -SIMPSON M COUPLER NUT <64' 24' F- v 8 64"TO 80' 32' H' BLOCKING AT PANEL EDGES 0 BLOGKINN6 AT PANEL ED6E5 � � BLOGKI116 AT PANEL�6E5 PANEL,VERIFY PANEL 51 PLUNffi� C7 80'TO qb' 'a " " ~ PANEL SHAM HAVE A LENGTH t'of NOT H PANEL SHALL HAVE A LEN6TH'L'OF NOT o <64" 21' GYPSUM BOARD e5 BRACED WALL PANELS(TYPE B)5HALL BE p[ LESS THAN I6 FOR ONE STORY AND 24'FOR W M� ,- U55 THAN I6 FOR 8 F!WALL 18'FOR q NOT5 DETAIL APPLIES TO • 4b'MINIMUM IN LENGTH ON BOTH SIDES OF WALL PER TABLE p FIRST FLOOR OF TW STORY APPLICATION. W o ANCHOR BOLT OR q b TO 80 30 O FT WALL AND 20'FOR A b FT WALL 5� • ADHESIVE ANCHOR 80'TO qb' 41' 8602.105. SECURE Ys"GYPSUM BOARD WITH bd COOLER NAILS, J PLAN FOR ACTUAL LENGTH. J SEE PLAN FOR ACTUAL LENGTH. � � a 0 z <64' 30" Dgl5"X IYb"6YP5UM BD NAILS,OR.Oqb"X I5/a ANNULAR RIN6ED �L IF HUM TO FE16W DIN@.510N5 ARE LL IF MIDTH TO FEI6HT DIN�510N5 ARE NAILS O l"O/G(1=D6E5)AND'T"O/G(FIELD). BLOGKIN6 I5 NOT EXCEEDED THEM DETAIL T-'TO BE U5E7. EXCEEDED THEN DETAIL TO BE U587. L ❑ 64'TO 80' 30' REQUIRED AT UN5UPPORTED PANEL F-D6E5 WHEN PANELS ARE IO 80'TO qb' 38' F GONiTN10115 HEADER E USED OVEt U INSTALLED HORIZONTALLY. PROVIDE J015T OR TRUSS OR FULL BOTH OPENIN65 THEN MIDDLE WALL N "Pcrtial credit for panels 36"to 48"wide per R602.10.52 HEIGHT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WA A 5. ONE JACK AND KIN6 STUDS ONE JACK AND KIN6 STUDS BRACING IS NOT R60V "L" EQUAL TO ui TYPICAL HOEDOWN DETAIL AT 10 CONTINUOUSLY SHEATHED WOOD FA5TEN1116'51EATHNNGTOEAC.HSTUD FASTEN1AWSHEATHIN6TOEACH SRV TWO KIN&5TUDS °r 12" E--I GYPSUM BOARD "GB" - TYPE B O AND SILL Mu 817 COMMON NAILS a 3'o/G O AND SILL IN W COMMON NAILS 0 3'o/G ~ } FRAMED FLOOR A STUCTURAL PANEL "CS-RSP" -TYPE A R _ _ FA5TEN1n6'SHEATHIIN6To STUD � V'� NOT TO SCALE PER FIGURE 8602.10.5 `� NOT TO SCALE PER FIGURE 8602.10.5 AND SILL W/8d NAILS 0 V 0/C w (� PORTAL DETAIL'G"ONLY APPLIES 51h1P`�OM HIDI15 FIOLDOHtN W/14-1/4'5175 SIM'S�ON FIDUZ HOLD"W/6 1/4' Z J N.TS. TO 2 FT TO 18 FT WIDE OPENIN65. 5GRS-6 IN DOABLE END STUD `WS`'G'E'E'F NO FLOOR ABOVE (� Q TABLE 602.103(1)BRACING REGTUIREMENT5 BA5ED ON 14OMPH TABLE 602.103(2)HIND ADJUSTMENT TO HD114 HOLD"MV 10 U4'SD5 0 0 WIND SPEED,EJCP05URE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-1/2'0 ANCHOR BOLT OR EXPANSION PANEL TO 51T DIRECTLY ON TOP OF SGRB•IS IF FLOOR ABOVE. CONCRETE FOIIHDA71oN WALT_ � .... ..... .. . . . .. ... .. .. .. ...... 6MI-70N VMZ H0.A'1YVN AT 654T ERAOPD WALL W16HT5,AND 2 BRACED WALL LINES ADJUSTMENT STORY CONDITION ADJUSTMENT BOLT WITH 2'X2'X 'PL WASF®2 1/2'0 ANCHOR OR EXPANSION BOLT `u 0 WALL END PAN65(TYPE A)NPU 16 REQURI=V GOACf BASED ON 5UPPORTIN6 FACTOR e AT Wal DETAILS G MD D. STORY BWL SPACING METHOD 6B 114 BAR GOVT IN TOP OF GONGRETE CONCRETE 114 EAR DONT IN TOP of CONCRETE 2-1/2VER '0 ANGFIOR OR EXPANSION BOLT HIE U RED RC,y C SHEATHING EXPOSURE CATEGORY ONE STORY G 12 FOWATiON FOUNDATION FOUNDATION �5 OgERT y /� Q' S-IOD NAILS AT DTT1Z ' 25' 5S' EXPOSURE CATEGORY ONE STORY D IS #4 BAR CONT M TOP AND BOTTOM Q a TOP 10 EXF'05URE GA1E60RY TWO STORY G 13 PARS IB ANCHOR BOLT OR THREAD® OF GONGREfE FOUNDATION SIMPSON 5B7/BX24 OR PAB1-18 ANGHNOIR � 2 20' 5.0' 10.0' �'�E CATEGORY T V40 STORY D Ib EXTEND WALL SHEATHING OVER RIM JOIST ROD W WASHER PLATE,SEE DETAIL 15/01 PA,BS-18 ANGFIOR BOLT OR%'THREADED BOLT OR Yb THREADED 15/Di = . Q TOP OVER ROD W/WA5FBR PLATE,SEE DETAIL 15/171 SEE DETAIL a' ' 7.0' 145' ROOF HAVE TO R106E ROOF ONLY 15 FT 1.3 PANELE5D6E FRAMED WALL PORTAL DETAIL TYPE D ONLY APPLIES TO b FT TO 18 FT WIDE OPENIN65. '- TOP 30 ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS GoNTIRIBUTIN6 LENeTH OF 48'TOWARDS Rb02.lo-%)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPWATiON ONLY.PANS HAS 0238�� SIMPSON STRONJG-WALL REQUIRES E761NEH2®PE516H TO .l,D TOP 401 q,0' 185' ROOF EAVE TO RI06E ROOF+I FLOOR 15 FT 1.15 REGIUIREhENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. WALL TO BE GONTRIBUTINS LENGTH OF 48'TOWARDS 8602.1030)MINIMUM L56TH TO DETERMINE PANEL 51ZE AND AW-40R BOLTS FOR ❑ OF N E`N ROOF EAVE TO R106E ROOF+I FLOOR 20 FT 1.3 USED ON FIRST FLOOR APPI.IL,ATTON ONLY. REMIRB•ffi<TS FOR BRACED WALL PANES AT BRACED WAIL LINES. AGIUAL HORIZONTAL DE516,1 KV LOAD AND CONDITION TOP 50' 11.0' 23.0' Roof:EAVE To RI06E ROOF+2 FLOOR 15 FT 1.1 ROOF EAVE TO RI06E ROOF+2 FLOOR 20 FT N' JO 616023_ BER TOP 60' 13.0' 275' WALL SIGHT ANY STORY a FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL 3/8'0 ANCHOR BOLT OR WALL HE16ANCHORK ANY STORY 11 FT 0.45 DETAIL - TYPE F ADHESIVE BOTTOM of 2 Io 5.0 105 , NEIGHS ANY STORY a Fr Los FRAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPED DETAIL - TYPE E iCID, 1 WALL HEI6HT ANY STORY 12 FT I.I BOTTOM OF 2 20 Iq.O NOT TO SCALE PER FIGURE 8602.10.6.3 D NOT TO SCALE PER FIGURE 8602.10.6.2 (DN OT TO SCALE PER ENGINEERED METHOD E NOT TO SCALE PER FIGURE 8602.10.6.1 Pa; °�.:•. NUNB82 OF BPL PEP PLAN DIRECTION AT STORY 3 13 U) SHEET NUMBER 0�a BOTTOM OF 2 30' 13.0' 275' NUNS OF�PER PLAN DIREGITON AT STORY 4 1.45 Q BOTTOM OF 2 40' 17.0' 36,0' Nle OF BWL PER PIAN DIRECTION AT STORY 5 OR MORE Ib GYP BD FINISH OMITI D FROM INSIDE FADE OF EW 1.4 (21 B RACED WALL PANEL DETAILS Z HOLDOWN DETAIL AT SLAB 130TTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD G5-W5P ONLY UNITS 105 (MODEL Al ) 8� 106 (MODEL A z O BOTTOM OF 2 b0' 25.0' 525' �IE5 To TENNMET+OD 6B ANY STORY 4'o/C o r D 1 NOT TO SCALE W N.TS. 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED c/ F- Z c , W ^ E �Y U N GGNf.2"X4 ftb6K l6 rYP.DffERIOR Yl/�LL QQ U N UU 7"x4"g1fR166tR5 @ I6"06.- 2 z S IL ^ 11 FRNdED 5GFFIT O W N o L + 4 > m (2)7"x6"Dl(K1C�J6 DENTE ftm FRNX6xb F- RID6E5 TO ALIGN c/) - DY �YPGN OR z a�•- RID6E VENT 6 6 rxe fwd O i aTn t M U Q w C cn RIDGES TO ALIGN I"xb"FASCIA = ti R106E VENT TYPICAL ROOFING: PLYYVDYJ►D ShEATf11N6 ❑ U r= HIGH CEILING BEYOND ,�W��AL 5HIN6LE5 M 15#FELT ROERLAYMENT Ira TRIM ff tn� 12 1/2"PLYWOOD SHEATHIN6 v b'AZA TRIM a 6'AZEK TRIM IO HARDIPLANK IILI DENHTL EIL.DGK#DTL56xbx8 HORIZONTAL SIDING AI.I I2 '- BY"FYPON-OR EGMIAL 6'AZEK TRIM 12 DENTIL BLOCK#DTLBbxbxb 12 •-�- - GABLE END DETAIL I r ( 12 - - - 12 BY'FYPON'OR EQUAL 12 F 12 '^ -- 6'AZEK TRIM AI 13 13 BEDROOM#2 PL HT 6' 6" N.T.S. Z tp OH. OH. 12 6'AZA TRI _ Ik 8'AZBc RAID 8D W/ *; O --� (+/-)12 IN 8'AZEK RAKE m m 12 IN 3'AZA TRIM(iYP) - b H16H BLINDit III I I It 11 up - 6 AZEK 11 1rs BD W/IN 3'AZEK 12 U FLA5HIN6 TIM rs TRIM(TYPJ �' b'HIGH BLIND ROOF BREAK 6'BLIND FLASHING r METAL EYH3ROW 12 I2 4 411 1 1 it b'MH�.AWN6 Of BLIND FLASHING _- - - STANDING SEAM r' (� ROOFING 0 6:12 PITCH _ KETAL ROOF z 4 x8 FASCIA ED. r2 W6N b'BLIND U \ Ix8 FASCIA W. 9'AZE3C u - � BEDROOM#2 PL HT + Of VIM PL - - FLOOR LINE FRIEZE BD. FASGIA5 FlA5HIN6 = _l 0. 1'-0" O OH. I'-0` Plltl ImUI 1-0 - OH. I-4" OH. 0 L J 8"AZEK z I I OH. OH FRIEZE W. FH Ll �H3E BD I J J ❑ I I I I ® ® I ® ® i I'X8'AZEK rE TeL g i i i i 4 i i i TRIM BD 4 W OBER G Ll Ix AZEK TRIM II 11 _� II II II II I I I I FIRST LINE IRST FLOOR INE FIN. IST I FIN. IST FLOOR EMv- O'-0" O 6xb P.T.POST WITH SIMPSON 10"SQUARE HBI6 PERMA CAST w 6x6 P.T.P�T rarH SIMPSON I I I I 6652-3/b POST GAP ANCHOR t I COLUMN#463b2 W/SQUARE I F- lo'5QUARE HBI6 PERMA LAST 51WSM ARft POST BASE A3 COLUMN#4b382 W/5671 I 815251;3/6 P Tq5 cACAP ANG 10R t I I I I 1 -ALL G ) I FLAT GAP t BASE(OR EGUAL,) ( U) FLAT GAP I BASE(OR SAL Aa-1ALL 66 ) I I I I I PRAYIDEDT KITCORNIER Ca"TO CORNER S I Q 4 I I I PROMDED W E T KI I I I I I I I I 4 m C� i I I I d ❑ w I I I I I I 0 UNFRL FLOOR uHPIHL esMr FLOOR - - - _,- - - _ - - - - - - - L - - - -i- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - -L - - - - - - - - _ _ _ _ _ _ _ -__ _ _ _ _ _ _ U H FRONT ELEVATION FRONT ELEVATION 3/Ib = I-0 3/IW = V-0" F- U F- Z w UNIT 106 UNIT 105 0 MODEL A (LAUREQ MODEL Al ( vi C517 6 7 RID6E5 TO AL164 < Q N N n N W RIDGES TO ALIGN � r N M 00 N RIDGE VB1T � - 4 RIDGE VENT APPLY ICE t HATER SHIELD IN FAIR 12 LANK WEATHER WEN THE AIR,ROOF DECK AND HARD ONTA4 t 135 12 MB BRANE ARE AT TEMPERATURE-2 OF 40-Fb'AZ6C TRIM HORIZONTAL SIDING (5'W OR H16H R 12 AZ-X RAKE BD W/ INSTALL ICE t WATER SFNF]D 10 DENTIL BLOGK#DTLB6x6x8 Ik 3'AZEK TRIM(IYPJ PER MAIAPAGTMERS `' BY TY"'OR EGMIAL Z Z Z Z Z Z SPEGIFIGAT10N5 TO MAINTAIN PRODUCT WARRANTY 12 2 12 D in in cn LO SQ 12 t 10 t Lu Ui Lu w Lu Lu 12 � 12 TYPICAL ROOFIW: (0 12�-1'-0' 12k 18'VINYL INSTALL ICE t WATER 5HI9D 12 12 ALL 1 12 LOUVEi2ED VENT AARGHITEGTURAL. o PER MANIFAGTUR825 SPEGIFIGATIONS TO MAINTAIN 12 t it Ill I Ill AI PRODUCT WARRANTY Ixb FASCIA W. 5HIN6LE5 15#FELT UJDERLAYMENT o 1 I/Y PLYWOOD IlH !rAPPLY ICE t WATER 5HI13D M FAIR 6 8'EZEK (i'HM�H eLl�i 5FEATHIN6 N6 FRIEZE W. H3 A5HIN6 °'/' WEATHER WEN THE ARK,ROOF DECK AND MEMBRANE ARE AT TEMPERATURE5 OF 40'F ALIGN t5'G)OR HIGHER. FASCIAS FASCIAS I-- BRKF!5T PL HT _ - - - 'TR DORM MASTBZ B - w DIMN6 PL HT PL HT l I OH. Imo' OH. -- -- — AT-01 OH. 1�8 W O W 11 11 I > F Y EL�l4R HALL � -HARDIPLgK 5HINSLE 510 NO j SOFFIT OH. -TYVEK OR EQUALIiu rs rs ® ® I I I I I I Q U -7/Ib'058 5H`-ATHIN6 j j ® © s' �+ 4; ;,; I I I I I I z -2xb WOOD 5TUD5 0 Ib'O.G. -� IL- I �; I I I I I I -V R-21 BATTS Q 4 4 - © 1 1 I I I I P 4 o 4 I 4 6ARA9E i t I I i t w 0 I WALL "; i t I I I I Ix4 AZEK TRIM Q w Z cn BEYOND. I I I I I I l -. I I I I I I l i I-[ 11 I I I I 2020 NYSRG-62421.8 (503.8) � I4�Idl IllIN. 15T FIRST LINE 441 Ill 1 11 HillFI FLOOR LIME VENTING SYSTEM TERMINIATION LOCATION: = U' FIN. 1ST FLOOR I OOR THE VERT TERMINAL OF A DIRECT VENT APPLIANCE NTH AN ui ELE.- O'-0" _ _ - _ _ INFUT OF 10000 B1U PER HOUR(3YW)OR LE55 SHALL BE j CD I Cf a a'll I I r 1-a- I LOCATED AT LEAST 6'FROM ANY AIR OPENING INTO A I= 6x6 P.T.POST NTH SHP50N III I III I I I I I i II i III I I I I I I I HULDING,AND SUCH AN APPLIANCE NTH AN IPFUT ovER IOp00 C7 m BG5IMPS POST GAP ANGHIOR t I I I I Ix4 AZEK TRIM Lij 5IMP50N ABWb POST BASE lo"SQUARE HBI6 PERMA CAST III I III III I III BTU PER HOUR BUT NOT OVER SOAOO>�P62 HOUR SHALL 8E z (rYP-ALL GOL11MN5) ( i COLUMN#463b2 W 5QUARE I I I I I II I III I I I I I I I III I III I I I I I I I I IN5TALLED NTH A 91NGH VENT TERMINATION GFARANGE,AND I I I FLAT GAP I BASE(OR EQUAL I I I I I I I I i iii i I I I I I I I Z DEDT KI I I CORNER WIM TO BENHrDarH w WINDOW SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION FIOIa� Ur U) PROM I I L_-L__ III I I I I I 1 �- .cmm-� I I I I I I I I INTAKE SHafARAWA L BE LOCATED AT LEAST 12'ABOVE 6RADE THE BOTTOM OF THE VIENT TERMINAL AND THE AIR U) u------ I I � I I I u------ I I I I I I I w :............. ......... .............................. . I I I U SR DAR I I I I 2020 NY5RC-R3122.1 �� Po RT IN DWELLIN6 UMTS,WERE THE TOP OF THE SILL OF AN - - - - - —_ -_- - - - - -_- - - - UHEIN UtEIN FLOOR _ - - _— - -- - - I - - - LI L - 1 - - - - _ _ _ _ _ _ OPERABLE WINDOW OPBIIN6115 LOGAIH7 LE5511iAN 24' Q �y(� �y •1 - - - - - - - - -- - - - - - - - - - - - - - - - - C ABOVE THE FINISHED FLOOR AND 6REATER THAN•T2'ABOVE LY THE FMISIED GRADE OR OTHER SURFACE BELOW ON THE W EXTERIOR OF THE EULDIN6,THE OPERABLE WINDOW SHALL = ?0 COMPLY WITH ONE OF THE FO LLOWIN6: - "OPBUNS THAT WILL NOT ALLOW A 4 WH DIAMETER SPHERE c/) TO PA55 THROU611 THE OPEN11%IN ITS LARGEST OPEHED T 023810 REAR ELEVATION -REAR ELEVATION POSITION.FALL ❑ OF NE`s FALL PF�YBrTION DEVIGESr THAT COMPLY NTH ASTM F 2090 3 b = I-0 3 b = I-0ME NNDOH OPENING CO ffR DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO ...... ...... ...................... ........ FUMY OPEN,SHALL NOT R®WGE THE NET CLEAR OPENING T616023 BER AREA OF THE HINDOW NT TlO LESS THAN 51 SQIARE FEET.UNIT 105 UNIT 106 w L AlMODEL A (LAUREL) UNITS105 DUET CLUSTER = SHEET NUMBER MODE Al )) 1 06 (MODELELEVATIONS U) Z A) A I w Q COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED R106E VENT cq z 'FIRE RETARDANT Z PLYWOOD SHEATHIN6 o 2"x8"RID6E BEAM 0 O U16 12 12 Z V� aa) 12'u1 12'uPP�I6ABLE-0ul 12 (2 2 Xb RR O W U RID6B TO ALIGN RIDGES TO ALIGN 4 BLOCK ®"16,or,. F- .� U) ti v L o m �t LEADERS M06E VENT RIDGE VENT RI06E VENT - n RIDGE VENT (2) 20XIO" Q� ALL NUTTERS t LEADERS SHALL 13E BAKED RIDGE VENT RIDGE VENT PT GIRDER MITE ALUMIINUM 032'MIN.6N16E,61JTTERS - � p o Z SHALL 13E 5'SEAMLESS,0.6.STYLE IN ALL RBAT®t REWIRED AGGE550RIE5. LEADERS - _ SECURED TO z V SHALL BE MIN.2'x3',02T&AU5E W/CLIP5 t b' ANGHOR5. CA"t SEAL ALL JOINTS. PITCH OH. b' —. ENDS WALL® Q x ch OH. U o f° v GUTTERS MIN I/8'1FT.PROVIDE P.VG. u W RECEPTORS 8'ABOVE 6RM ADE TO REGENE LEADERS(a.050 GAP 17E516N). ❑ ( � a� RIDGE YEW ��/ "' RIDGE VENT =+� GABLE, r-O 89 b I-4' IL OH. -�--- GABLE GABLE GABLE OH. OH. I'b" I'-4' GABLE GABLE b'H16H BL OH. OH. OH• FLASHING q" q° ROOF o Ga✓� O.H. b'-0" O.H. PORCH BEYOND Z PORCH 12 Ix8 FA501A BD. AI5 COV. 2"IFS"" .G.SOFFIT VENTED 14 if PGR«1 liz sARA�E AaA6E PL HT VINYL SOFFIT BRD PL HrOVER - - — -— --- PIL HT BEYOND 11 i r� T11 IIiTm °H. 8" IOH I I If I GASTGOLUMN#46382MW/ Q p' `-� FR,-AZEK I I 5MARE FIAT GAP t Z 11 11111 11 lilt], ® i ® i i BASE(OR EQUAU- O it, IIIIIII I lilt 11 HIM I I >� CORNER COLUMN TO BE iii If II I I I wALL e� P 4 O O i i 4 PROVIDED W/SPLIT KIT 0 ' I I - = j I GOLUNN o I I I v I I COVERED M I I 1 11 PORCH 0 m I I I I BEYOND I I � � II 11 „ ❑ II II I IIll Illijil Hill 11 I I FIRST LINE I Ililt IIIIIII FIRST FLOOR LINE FIRST LRE I RST INE W � 1x4 AZEK TRIM FIRST FLOOR LINE F� I b I I I I I I H 1 I I I I ALI I RATED EMI I I I o FD I BEARING WALL , ^ . A55EMBLY- 5EE DE�'AIL: e I I I W F� w I u�IN.BSMr A.00R uNFlx BSMT FLOOR � - - � - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - -i- - - - - - - - - - - - - - - - - - - - - - - - - � m V) C.7 TYPICAL PORGH 5LAB ❑ wo i 4"P.G.SLAB(MIN.3500 PSI GONG) �I C HT SIDE ELEVATION ON � 51DEQ REINFORCED WITH 6x6,10/10 W.W.M.LEFT 51DE ELEVA�TION11 TAMP a FILL TO g5%DENSITY �.Li r 106 1 BREEZEWAY SECTIONUNIT l06 UNITcn NITS. z U MODEL A (LAUREL) MODEL A (LAUREL) W 0 O 0 RIDGES TO AL16N RIDGES TO ALIGN 4 _ RIDGE VENT RI1�VENT _r 12HARDIPLANK 12 -�,--.- 12 12 55 HARDIPLAW HORIZONTAL 5101W r Q 6Vr ERS t LEADERS 9 HORIZONTAL SIDING r r n 55 ALL GUTTERS t LEADERS SHALL BE BAKED 17 C-i 17 �-12� ;~-_�-_�-"T � WHITE ALUMINUM 032'MIN.6N16E,6UTTER5 � Q N N r : N Oo 12 t 85-�-� SHALL BE 5'5EAMLE55,0.6.STYLE YV ALL t 85 R, VBNf p �i M oo 0i RIDGE VENT -- = RELATED t REC NZED ACCZ55ORIF5. LEADERS SHALL BE MIK 2-41,02T GAUGE YU CUPS ANGFIORS. GAU.K t SEAL.ALL.101NT5. PITCH .�L "-�'--�_;--+-�i2ID6E VENT 6UT11325 MIN I/8'/Fi.PROVIDE P.VG. RECEPTORS 8'ABOVE 6RADE TO RECEIVE "'-_''" --0;.-, LEADER5(CLOSED GAP DE516W. �-� 12 �. - T 12 12 e, ;� 10 . TORY CLERESTORY 1 12 12 �-_,v��_.-.- �- BEY WALL - .. � 13EYOND BEDROOM o3 _ Y="- WALL BEYOND ROOF o COVERED may^. "�_ 2 -0• PORCH BEYONDin GAM E Z Z Z Z Z Z t to OR O O O O O O "=T w w w w w w Ix8 FASCIA BD. :..�.�,.�.�..,.....,.-�-�... ,�-... > > > > > > 5R L r_ 4 BEDROOM#2 PL HT = - E3RKFMSTR ST PL HT - M. - 12PL HT - _� -0_. co 0 pH ,,-0. I,-0" — P6LARA6E HT o it 1 1 Ili 11 L - - _:. -- _- °H I I °H. FRIEZE Bp °H. I 1 . _ 1.-O' l.� l J OH © I I rs I I MASTER BEDROOM e >e I IEIII lilt Ill fill Ill Ill 1 11 lilt Ill lilt _i.k 1= I I i i WALL BEYOND Z 4 a.. z U, I I _ _ WALL e '- 1. !- . 4 4 I I I COLUMN o i I I. 4 6ARA60 „(_ 7� _ _ I COLUMN o COVERED � C) BEYOND 'y,... 4 COVERED I1IL iI PORCH BEYOND PORCH II JLTBEYOND O m �. Ill IV I I Ill 11 11 Ill If I I ill 11 1 1 111 Ill 14 ill itI FIN. IST FLOOR FIN. 15T FLOOR "M:Lol !-�_I FIN. 15T FLOG EL15T LOO FJ EV= O'-0" E:LEV- O W wI I z U o Lu Ix4 AZEK TRIM LD cm Ix4 AZEK TRIM L_ e I I I I HOUR RATED EXTERIOR J I w z FRONT FOR0i BEYOND I I wl I I I BEARING WALL , A55EMBLY-5EE DETAIL: N a I AI.I I ❑ J I I I I I I 2020 NY5RC-62471.8(".8) w VENTING 5Y5TEM TERMINATION LOCATION: THE VERT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN J UPE11J BSMr FLooR I I I I I I I I I I I ILMATED AT LEAST 6'FROM IBKWI OR LE55 sHwa BE CD — — — — — — — — — — — — — — — — — — — — — - — — I— — — — — — UIE 1N 85MT FLOOR BUILDING,AND 51"AN APPLIMCE AIR OPENING INTO A F — — — — INPUT OF 0,000 BTU PER BTU PER - - - I - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - -I- - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - INSTALLED RBUT AgIWHYEIZ EB1U SHALL BE Z m — — — — — —I— — — — — — INSTALL®WITH A 9 INCH VENT TERMINATION U FARANCE AND w JJ__ AN APPLIANCE WITH AN NRff OVER 50PX BTU PER HOUR Z U SHALL HAVE AT LEAST A 12 WH VENT TERMINATION Ur 0 GLEARAWE THE BOTTOM OF'THE VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12'ABOVE 6RADE U) :............ ......... ....... ........ ........... W LEFT 51 DE ELEVATION BREEZENAY 51 DE Eo ARC -RI C HT 51 DE ELEVATION � ) 2020 NYSRG-,3122.1 � ERT�ti�R IN DWELLING I1HUi5,WHERE THE!TOP OF THE SILL OF AN 6 = I—0OPERABLE WINDOW OPENIN5115 LOCATED LESS THAN 24' 3 b' = I-0ABOVE THE FINISHED FLOOR x4HSJ sRFJ,raz THAN 12'ABOVE THE FINISHED GRADE OR Ohm SURFACE BELOW ON THE W UNIT 1 0 5 COMPLY NTH ON BUILDING,,lE 1 ENDOW SHALL UNIT 105 GOME'LY WITH°PE IL THE AL.LOYHIN6, co (p �OP6NIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPFERE (n 02381 TO PASS THROUGH THE OPENIN5 IN ITS LAR6E5T OPEN PO5MON. ❑ OF NE`Ny MODEL Al (HOLLY) MODEL A l (HOLLY THIATGOhE'LYYUTHAS,HiF2O90 FALL PREVENTION DEVICES ME WINDOW OPPETII%CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO :......... .... ............ .................. RELY OPEN,SHALL NOT FMa THE NET CLEAR OPENNG JOB BER AREA OF THE WINDOW UNIT TO LEMS THAN 5.150ARE FEET. LF1 w 20160r UNITS 105 (MODEL Al ) & DUET CLUSTER. = SHEET NUMBER 106 (MODEL A) ELEVATIONS ZF75 W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED CA ^ 1 Z c ' W 1'�1 E U G A V A-6 A-6 Al-b Al-b 0 ( ) 0 o a, oto 14'-10` 9'6' 1 14'-8' 9'$' 15'6' 12'-6 DIRELY VENT HJITIN6 E�11P. � U >N APPLIANCE CLEARANCE APPLIANCES � +�+ �N > 5HALL 13E INSTALLED WITH THE ALI CLEARANCES FROM UNPROTECT® (n !E _2.. IF!<71GAT87CAOtON mT113LE MATERIALS AS zi}E APPLIANCE LABELiIim U x c M s✓ 2 to - 0.)AND IN THE MANUFACTURERS U Q w �? INSTALLATION IN5T1a1GTI0N5. _ ca I-- � TYPICAL PORCH SLAB r—LINE OF REAR(AM ❑ `J WALL o UNIT 106 �/ M •4'PL.5108 MIN 3600 PSI cONW 5'-4" 4'-4'M.O. 5'-2" 5'2' 4'-4"MA. 5'2' LL co I'-2° FDI REITFORcm WITH 6x6,10110 HHM. -0" 12" LINE OF REAR GFS •TAMP t FILL TO 45%DENSITY WALL 0 UMT lOb = OL b Q 4 Y Z P 4'WOE J015T O � o 2 SEAT.TA.SEATF— _ 2 U o '.. FDI 8" 6' T'-0" 8" T'-0' 6" 8' 13'-8" uV Y Y FDI !77ol', NO 8 "� h TYPICAL PORCH SLAB = _ — Z • •4'PL.SLAB MIN.3500 P51 GONW 2x12 FLOOR JGM5T5 — — — — — — `p 2 W REIWVRCl37 WITH 6x6,10/10 MM. p U II a Ib OL. o — r ' �j— r4 (2)2X10 P.T. = - FDI •TMP t FtlJ.TO 45%DB51TYDIRECT VENT HEATING EQUIP. j L _ — — — — — - -0" ' " ' -0" • f� .` ;-- 8" 1'-0' /•�2k 10 4'WDE JOIST SEAL ( I ND IS'-10' 10'-8' 10' LL L 1 JAPPLIANCES 94ALL BE INSTALLED � bW1H TlE GL ENZ4NGES FRAM cATTA.SEAT ELEY=(-JI'-I}• ) 12 FLOOR JOISTSUN'RATELTED GO e6TIBLE TYP.BEAM POCKET WRAP ENDS I I I (2)2.X10 PT, o Ib OL. 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I 2x1 IFLooR Jol5 GDR W/ALUMINUM AT POCKET OR I " I I R7I I I Q 4 AS PJ�2 LOCAL ALL EXPOSI[D HOT g I I III 3)j'DIA STEEL GOLUNN I I / \ 10' PROVIDE 1/1 AIR SPACE ALL SIDES I I L — �1 r PIPING e�ouGrs T I II ON 3ok Sok I2'DP Pc II \ I — 13'-0' r q'�i" I r IT 4" II I Io'-e" to 11 -� INSULATED PER I I fJ -I FT6 NA1U L — I L T = I I I I o 10" 11 III'-10' I 15'-8' 14'-0' — q'-0' —I r 10" 2'-0" L I I` L J 11 I 2x FLOOR OIST5 _��� r , TYPICAL BAr5Et4ElT SLAB L J , I 2x12 FLOOR.b15T5 I " 2X12 FLOOR J0151 \ / I I I 2X12 FLOOR JOISTS T- I , W w o•PL.Pa"TION I I I I I Fvl o w oL. o Ib OL. o II D fbIGATES I I J I ,\ I I _® I o I6 of- I I U �) •4'PL.5108(MN 2500 PSI GOIJW I— —1d •106 ML POLYETFBBE VAPOR ��y II IITH DAMPRAOFIN6 ON I L — J BARRIER I Fl�AOR WADS L J v / \ L J b'PL. 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MULTIPLE LVL GIRDER C,ONNEGTIONS: ARCHITECT AND REPORT ANY AND ALL DISCREPANCIES UNITS 105 (MODEL Al ) � ALL CONSTRUCTION SFWl COMPLY IMTH THE 2020 ECCCNYS SEE DET IL /2 COMPLY W MANUAL'S' FOR ALL MULTIPLE LVL 61RDER5,LA6 BOLT INCLUDING ANY DIMENSIONAL C.OIRICTS IMMEDIATELY TO Z HO DENOTES: •W.4J&,N AV VC*ftG00Lm w'�N� NOED'� iATO " " II S FOUNDATION PLAN Itf51DENTIAL PROVI�oNs. •rvwAl,5•Aw MANUAL ro'cOrpluu+cE csmRuaE SHALL BE Sua+ITTe,e�oRE c"ro�. AB=ANCHOR BOLTS o TOGETHER W/ I/2 BOLTS® 2-0OL.,2 MIN, ARCHITECT FOR CORRECTIVE MEASURES PRIOR TO 106 A SIMP50N HDU HOLD DOWS W 04)j'505 SCRENS 6ARA6E SIMPSON 4 MIN. 4" FROM EN05 CON51PXTION.DO NOT SCALE ORAWIN65.DIMENSIONS SHALL (MODEL ) - SEE SHEET T-2 DOW CODE NOTES N 1101.10.1.1 -N 1104.1 SEE DETAIL'19'/SHEET DI WRUAL'J'WAC LOAD G&CALATM PROVIDED BY HB2S RATER STRCN6 WALLS FROM TOP d BOTTOM, c/) A2 BE GALCU..ATED AND NEVER 56ALED UNLESS OTHERWISE NOTED. 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U AI b AI 6 ��2 .?� _l t� F� c9 A 6 A 6 BEARIN6 WALL I—_... . .:_ :.:. ;. .,.:..:,... r A55EMBLY- 5EE DETAIL: �-.�� FIRE SIDE o •4� W w w UNIT 106 UNIT 105 HORIZONTAL SECTION o o Q Z O U MODEL Al MODEL A (LAUREL) I.WOODSTUDS-NOM 2 BY 4 IN.SPACED 16 IN.Or.WITH TWO 2 BY 4 IN.TOP AND ONE 2 BY 4 IN.BOTTOM PLATES,STUDS LLI LATERALLY-BRACkU BY YY�OD STRUCTURAL PANEL 5FEATHIN6 OTEhi 5).H-EN MINl3tAl.AND FIBER BOARDS■4TEM 5AJ ARE � CON+riIDERED A5 BRAGIN6 FOR THE STID5,THE LOAD 15 RE5TRIGTED TO 16%OF ALLOWABLJ:AXIAL LOAD.WALLS EFFECTIVELY FIRESTOPPED `- FIRST FLOOR PLAN FIRST FLOOR PLAN 2.efMMT AV4-OP AND BOTTOMS CLASSIFIED ❑ 2 GYPSUM EOJMZD�-ANY GLA551FIED 5/8 IN.THICK,4 FT WOE,APPLIED Vl32TIGALLY AND NAILED TO STUDS AND BEARIN6 PLATES T IN,OG NTH 60 OM!Mr-GOAT®NAILS,I-1/8 IN.LONG NTH 1/4 IN.DIAM WAD. Ln 3.JOM15 AIV fWLIVADS-(NOT SFbW-WALIJ30ARD JOINTS GOVHRID NTH TAPE AND JOINT COMPOUND.NAIL WADS COVERED = 3/16"=1'-0" LIVING AREA= INC! 50. FT. 3/16"=1'-0" LIVING AREA= 1,6.10 50. FT. .DATTTH 1NTG01�D' J 0 4.HATTS AFb BLANCET5'-MINERAL FIBER OR GLASS FIBER ItISULATION,3-5/8 IN.THICK,PRCf.�FIT TO FILL WALL CAVITIES � F--�I 0 6ARAC7E AREA= 442 50. FT. GARAGE AREA= 486 50. FT. BETWEEN STUDS AND PLATES.MINERAL FIBER IN5UATION TO BE UNFAGED AFD TO HAVE A MIN DEOTY OF 3 FGF.6LA5S FIBER 1- INSULATION TO BE FACED NTH ALUMINUM FOIL OR KRAFT PAPER AND TO HAVE A MIN DENSITY OF OA PGF(MIN R-13 THE ZAAL 0 to COVERED PORCH AREA- 281 50. FT. GOVERED PORGH AREA= 564 50. FT. IN5ULAnON RATINS). Z z iii 5.MW 51RUGWAL PANEL SIFAMM-MIN 1A6 IN.THICK,4 FT WOE WOOD 5TRUCTURAL PANELS,MIN GRADE'GD'OR'SFFATHN6'. Q INSTALLED NTH LONG DIMMION OF 91EET(5TREIWM AXIS)OR FACE 6RAIN OF PLYWOOD PARALLEL NTH OR PERPENDICULAR TO Z STUDS.VERTICAL JOINTS CENTERED ON STUDS.HORIZONTAL JOINTS BACKED NTH NOM 2 BY 4 IN,WOOD BLOCKINS.ATTACHED TO (D STUDS ON EXTERIOR SIDE OF WALL NTH 60 GEMENT COATED BOX NAILS SPACED b IN,Or,AT F�IMETER OF PANELS AND 12 IN.OG — ALON6 INTERIOR STUDS. (n W 6.SMIOR FAGM%-INSTALLED M AGC.ORDANGE NTH THE MAN UFACTURER'5 INSTALLATION INSTRUCTIONS.ONE OF THE FOU.OWN5 ��R D ARC EXTERIOR FACIN5515 TO BE APPLIED OVER TIE 5FEATHIN6: U \5 D t:y y/X G.WOOD STRUCTURAL PANEL OR LAP 51DIN5-APA RATED SIDING,EXTERIOR,PLYWOOD,05D iOR COMPOSITE PANELS WTH VENEER FACES AND STRUCTURAL WOOD GORE,PER P5 I OR APA 5TANDARD PRP-106,IWA DIN6 TEXTURED,ROUGH SAW1,MEDIUM DENSITY 2020 NYSRG-83122.1 Y GROOVED AND LAP 51121%. Q < ery 2< �r :°:4 *k IN M*LING UNIT5,WEE TIE TOP OF THE SILL OF AN OPERABLE NNDOH OPENIN6 15 NOTE: WOOD SPECIFIED IN UL�RATED DE516N5 ARE MINIMUM 512TE5.LAR6ER DIMEN51ONAL W LOCATED LESS THAN 24'ABOVE THE FIM%M FLOOR AND 6REATE3R THAN 12'ABOVE THE FINISHED 6RADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDIII' THE 5TUD5 GAN BE SUBSTITUTED. OPERABLE NNDOW SHAD.COMPLY NTH ONE OF THE FOLLOWN6: � 0238 La 'OPENIN65 THAT WLL NOT ALLOW A 4 MNG"DIAMETER 5 NERE TO PASS THROU6H THE • NNE TIONS: oPEruNG IN ITS LARGEST°Pere'POSITION. NOTE= UL#356 IS IN GOMPLIANGE WITH 1=fRE- 15TIVE�RATIN6S-AN51NL 63 A5 PER'R302 F �� MULTIPLE LVL 61RDER GO G •FALL PREvelTION DEVICES THAT COMPLY NTH ASTM F 2040 OF NE`N FOR ALL MULTIPLE LVL GIRDERS,L,A6 BOLT DME EM A1LLDHNSlRE NGONDOOH DEVITO CE AFTER OPERATION T RaRRAaMN cONTCLEARROI ONE HOUR RATED EXTERIOR 1 TOGETHER W/ 1/2 BOLT5® 2-0O.G.,2 MIN, OPHAN6 AREA,OF THE WNDOW UNIT TO LESS THAN 5.15GUARE FEET. FROM TOP d BOTTOM, 4 MIN. 4" FROM END5 WALL RESISTIVE ASSEMBLY O NUMBER NTS. A- 3 2016023 2020 NY5ECCG 5EGTION R 403.3: 2020 NY5RC-62421.8(5036) W NOTE: =EXfFAl1,T FAN 6ENERAL(ONTRACTOR5 AND 51)5CONTRAGTOR5 TO VENTING SYSTEM TERMINATION LOCATION: SHEET NUMBER -SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED R A MIN.R-8 2020 PROVED SECTION R 402.4.1: UNITS 105 (MODEL Al ) & DUET CLUSTER Mull REVIEW THESE GONSTRUGTION DOCUMENT'S UPON RECEIPT THE VENT TERMINAL OF A DIRECT VENT'APPLIANCE NTH AN INFIJT Q NOTE"V': PROVIDE SPRAY NOTE: NOTE "5": HD= HOLD DOWN 50 CFM INTERMITTENT'ort FROM ARCHITECT AND REPORT ANY AND ALL AND DUCTS OUTSIDE THE THERMAL ENVELOP SHOULD BE AN.R-6. AN APPROVED HERS RATER TO OF IOp00 BN PER"OUR(3KYU OR LESS SFINl BE LOCATED AT LEAST 2 ' ALL WINDOWS SHALL BE STAIR MANUFAGTURER TO DE-516N STAIRS TO ® 20 GFM GONTiNXJUS -5EALIN6 15 MANDATORY FOR DUCTS,AIR HANDLERS,AND FILTER BOXES. PERFORM AIR INFILTRATION,DUCT 61 FROM ANY AIR OPE IN6 INTO A BULDINS,AND SUGN AN AF'PLIANGE WITH a. ALL DRYERS To BE VENTED FOAM INSULATION IN 015GREPAW IE5 INCLUDING ANY DIMENSIONAL CONFLIGTS TO OUTSIDE AIR PER CODE MEET ALL APPLICABLE CODES AND TO -JOINTS SEAMS AND CONNECTIONS SHALL COMPLY WITH SECTION M-1601.4 LEAKAGE AND O MBU5A SAFETY HO INS OVER 10� NTN NEN �� PER 106 (MODEL A) FIRST FLOOR PLAIN z ALL W+sFER ro BE GARAGE GEILNG® ANDERSEN 200 SERIES IMMEDIATELY 70 ARCHITECT FOR GORREGTIVE OF.�2015 IRC TESTING AND PROVIDE A WRITTEN HOUR�-�INSTALLED NTH A a INCH Vetr TERMINATION CLEARANCE, REPORT ANY D15GREPANGIE5 AND CONFLICTS cm CARBON PROVIDED WITH DRAIN PANS LOCATION OF ® CARBON MONOXIDE MEASURES PRIOR TO GONSTRUGTION.DO NOT SCALE AND AN APPLIANCE NTN AN INPUT OVER 5opoO BTU PER HOUR SHALL HAVE TO THE ARGHITEGT PRIOR TO STAIR FABRIGATION. ©=TEMPERED DETECTOR DRAWIN65.DIMENSIONS SHALL BE CALCULATED AND -DUGT5 SHALL�PRE55URFD TESTED TO DETERMINE AIR LEAKAGE BY REPORT OF THE RESULTS AT LEAST A 12 IWAi VENT TERMINATION CLEARANCE.THE BOTTOM OF TIE (n BEDROOM ABOVE GLAZING NEVER SCALED L NLE55 OTHERW15E NOTED ROU64-IN TEST AND A WRITTEN REPORT OF THE RE5ULT5 SHALL BE 516NEP VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12• W KE SMODETECTOR BY THE PARTY GONDUGTIN6 THE TEST AND PROVIDED 70 THE GODS OFFICIAL. ABOVE 6RAVE• 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED co H z C ' W 1""1 E U 0 '4--d .' B A I- I- z A-6 A-6 AI-6 AI-b Z _ 0 15 4mmd 0/ }I ~ L 2" II'-10' 28 2' z 12' C) s co'n Q.(n i.. � M 0 < Oc}' Lo N co n/ M 1r..1n. fD a ® I HOUR RATED EXTERIOR - -- G WA BEARINLL I IP-0"PL.HT. �❑ - - - - - - - - - - - _ I II ASSEMBLY-SEE DETAIL: e I� I I II I I II III - - - - - - - - - - - - - z II I I II I I 0 F— II'-0'PL NT ALIGN FASGIA5 II'-0'PL.Hr. 4 II I I II I I c/) z r - - =4 == I _ _ - - - - 0 III-01 PL.HT. 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CD ANDERSEN 200 SERIES ' ' ® CARBON MONOXIDE •FALL PREVBIITON DEVICES THAT C.OMS'LY WITH ASTM F 20go SPEGIFIE U BY THE REPORT ANY DISGREPENGIES AND CONFLICTS Q=TEMPERED FROM TOP BOTTOM, MIN. 4" FROM ENDS DETEGrOR MEA-9AE5 PRIOR To GON5T8UGTIOK DO NOT 50ALE erg 00145,OH nE LOWEST FLOOR CUE WIWOW OR NINE CONTROL DEVICE�MMA71ON TO RELEASE TIE CONTROL DEVIGE ALLOWIIN6 CA A4 MANUFA(;TURER PER TO THE ARCHITECT PRIOR TO STAIR FABRICATION. GLAZING DRAWIN65.DIMEN51ON5 SHALL BE CALCULATED AND LEVEL coNrnmlNs BEVROOMn. M H"K To FULLY OPEN,SHALL NOT REDUCE M NET CLEAR OPENING AREA OF THE NON UNIT To W GORE ebp%%OKE DETEGTOR NEVER 5GALED UNLESS OTHERWI5E NOTED. LESS THAN 5:1 SQUARE FEET. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED W ^ 1 H W z ' W E 0 U N O o V CL z ^ 1 O Lo rnt =; ` .,-.. _ rommill W � Z — zV :3 N LO QL— CLB A G A 0CD w� co Aliu o A-6 AI-6 AI-6 2 LO w m ❑ o M 00 Iq'-0'GABLE WIDTH 16-2'FA5GIA WIDTH Iq'-8'HIP WIDTH 0 V IL I ALI III5TFLR '-4'PL HT I I'-0'PL.HT. 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JO N MBER PLAN VIEW w 2016023 AU Wr ` `° (MODEL DUET CLUSTER QSHEET NUMBER All GUTTERS � LEADERSSHALL 13E BAKED WHITE ALUMINUM A32" UNITS 105 Al )) m MIN.6AU6E,60TTEIR5 SHALL BE 5"5EAMLE%,0.6.5TYLE W/ALL INSTALL ICE AND HATER 5HIELD PER RELATED 4 REQUIRED AGGE550RIE5. LEADERS SHALL BE MIN. MANUFAGTURE'S 5PEGIFIGATION5 TO :I:.::: �ILLTT OVER ONE z IIN DETAIL OF ROOF IZAFTERS TO 2 2'x3',D27 6A.16E W/GLIP5 a ANCHORS. GAULK d 5EAL ALL MAINTAIN PRODUCT WARRANTY CEILING GIST CONNECTION 106 (MODEL A) ROOF PLAN A 5 HIGH CE J JOINTS. PITCH 6urrERS MIN. I/8"/FT.PROVIDE P.Y.G.RECEPTORS w A � 8'ABOVE GRADE TO RECEIVE LEADERS(CLOSED GAP DESIGN). W I� NTS. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED