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HomeMy WebLinkAbout46737-Z �QgufFQl��oG Town of Southold 2/14/2023 P.O.Box 1179 0 o • 53095 Main Rd ytj�l �ao�: Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43852 Date: 2/14/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 38 Harvest Pointe Ln Unit 96, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-40 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/13/2021 pursuant to which Building Permit No. 46737 dated 8/25/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement,covered porch, screened porch and attached garage as applied for. Unit 96 The certificate is issued to Rimor Development LLC r I of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-07-0150 9/7/2022 ELECTRICAL CERTIFICATE NO. 23-84957 2/7/2023 PLUMBERS CERTIFICATION DATED 1/25/2023 Allf 1 Pl m 'ng Contr tors I c A h rig S gnature TOWN OF SOUTHOLD ��o�SHFFDt�COGy BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE oy • o� fi{ 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#: 46737 Date: 8/25/2021 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per SCHD & Planning approvals. (Unit#96, A model) At premises located at: 38 Harvest Pointe Ln Unit 96, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-2-40 Pursuant to application dated 8/13/2021 and approved by the Building Inspector. To expire on 2/24/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,133.20 CO-NEW DWELLING $50.00 Total: $2,183.20 B ' ding Inspector Certificate of Compliance ............................................_..............._........................:............................................................................................................. CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ..........................._...................................................................................................................................................................... CERTIFIES THAT Upon the application of Upon premises owned by MTM Electric Rimor Development PO Box 474 38 Harvest Pointe Lane Ridge, NY 11961 Cutchogue, NY 11935 Located at: 38 Harvest Pointe Lane, Cutchogue, NY 11935 Application Number#: 23-84957 Certificate#: 23-84957 Electrical License* 3700-ME Section: Block: Lot: Building Permit#: 46737 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: New House/150 Amp UG Service Equipment (Unit 96)- ROUGH COMPLETE 9/20/22 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 7th day of February 2023 Name QTY Fixture Outlet- 15 Amp, 120V 7 AC Condenser-30 Amp, 220V 1 Dimmer- 15 Amp 120V 7 Incand. Fixture- 15 Amp, 120V 25 Dryer Circuit- 30 Amp, 220V 1 HVAC Blower- 15 Amp, 220V 1 Meter- 150 Amp, 240V 1 Oven Circuit-40 Amp, 220V 1 ® L� r� (� II lU/ I Electrical Inspector: Anthony Giordano L I IC cwAL ...........,�.. FEB 14 2023 .'`s° laiAPPROVED o a SUIWING DEPT TOWN017800TH&D This certificate is not valid unless raised seal is present. Certificate of Compliance ...................................................................................................................................................:............................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 _..............................................................................:.................................................................................................... . CERTIFIES THAT Upon the application of Upon premises owned by, MTM Electric Rimor Development PO Box 47438 Harvest Pointe Lane Ridge, NY 11961 Cutchogue, NY 11935 Located at: 38 Harvest'Pointe Lane, Cutchogue, NY 11935 Application Number#: 23-84957 Certificate#: 23-84957 Electrical License#: 3700-ME Section: Block: Lot: Building Permit#: 46737 Name QTY ARC-Fault- 15 Amp, 120V 9 ARC-Fault-20 Amp, 120V 8 Combo Smoke & Carbon Detector- 15 Amp, 120V 4 Dishwasher.Circuit-20 Amp,-120V 2. - Duplex Receptacle- 15 Amp, 120V 47 . Exhaust Fan - 15 Amp; 120V 3 Feet Multi Outlet- 15 Amp, 120V 7 GFCI Receptacle- 15 Amp', 120 V 6 Service Disconnect- 150 Amp, 240V. 1 Smoke Detector- 15 Amp, 120V '3 Switch - 15 Amp, 120V 31 Electrical Inspector: Anthony Giordano ;tin' (APPROVED!1o= '(� This certificate is not valid unless,raised seal is present. Certificate of Compliance ............................................................................................................................................................................................. CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 .......................................................................................................................................................................................... CERTIFIES THAT Upon the application of Upon premises-owned by MTM Electric Rimor Development PO Box 474 38 Harvest,Pointe Lane , Ridge, NY 11961 Cutchoguej NY 11935 Located at: 38 Harvest Pointe Lane, Cutchogue, NY 11935 Application Number#: 23-84957 Certificate 0: 23-84957 Electrical License#: 3700-ME Section: Block: Lot: Building Perr6it#: 46737 Name QTY UG Service Feeder- 150 Amp, 240V 1 Electrical Inspector: Anthony Giordano . ................ Xvk-s- P . I I = 0 0� . .............. This certificate is not valid,unless raised seal is present. Sf S0 UTy0 T, Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q y BUILDING DEPARTMENT TOWN OF SOUTHOLD CE RTIFICAT10N Date:_01111_ a__s�� o a� Building Permit No. LA(,-1 3-1 C 'q110, Owner: 0 �� (. C (Please print Plumber: AIISU-Ero l v- � (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (PI tubers Signature) Sworn to before me this day of _QL— _, 20 a 3 Notary Public, `lC —County, i'vGi:�li�'Iii31!u,uieltG Ci°�.�tPr 11711\ Recd.filo.01 1636&H; ChjaRC;ccf it S iiiolk County Commission C OF SOUTyo� — f # TOWN OF SOUTHOLD BUILDING DEPT. �ycou631-765-1802 INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ]/FOUNDATION 2ND [ ] INSULATION/CAULKING [V] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O 1 [ ] RENTAL EMAR S: �. DATE INSPECTOR INSPECTOR (p:� OF S00lyolo vn 14 # TOWN OF SOUTHOLD BUILDING DEPT. ia_o . �o �y000HI1 631-765-1802 INSPECTION [ F NDATION 1ST [ ] UGH PL13G. [ FOUNDATION 2ND [ INSULATION/C ULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE�RKS: A �qa -IA- MCA"- DATE °I INSPECTOR OF SOUTy06 -!7t� f # TOWN OF SOOT OLD BUILDING DEPT. °ycou631-765-1802 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 ] Pomclo [ ] RENTAL REMARKS: I v DATE Y INSPECTOR I . a Q_ +� ♦�� +r`§� Via, ,. .ems • .. ... .., -. I 3 y S R x^: •fit�f rJF�3^-"y_.r- qhs. ,.Nv✓', Wi.,t �i� a3�� ��� �- � �� y c�� `�_� � h �, f 9 (P to l�VIA-1 toy � I Cot— Aimuk- a { L � r 91fi �R +X 1 11 +' 77 y GRCH ARCHITECTURE PC . 3750 EXPRESS DRIVE SOUTH _ SUITE 202 ISLANDIA,.NY 11749 W W WARCHARCHITECTURE ZOM (631)864-3395 May 01,2022 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief.Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit#96—Permit#46737 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. espectfull submitted, tEDgRC,y CgERT co F2 �A. c� -c C erveny,AIA, LEED AP Prin ' al (P 9 023810 Q. T�OF IN OFFICE LOCATION: A AILING ADDRESS: Town Hall AnnexP.O.Box 1179 54375 State Route 25 O��®� /y®l Southold,NY 11971 (cor.Main Rd. th dNY Youngs Ave.) Sou ® Telephone:631765-1938 www.southoldtownny.gov 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 that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. R s ecitc Donald J. enski Chairman cc: Michael Verity; Chief Building Inspector Michael Collins, Town Engineer SCOTT A. RUSSELL MICHAEL M. COLLINS, P.E. SUPERVISOR TOWN ENGINEER� • .-� ��� TOWN HALL - 53095 MAIN ROAD } 2. TOWN OF SOiTfHOLD NEW YORK 11971 Tel. (631).765-1560 �� ® Fex. (631)-3:65—9015 i.�Ai l corCl �r+Tl�yA�snlirlloit_ i� Mi� ly its 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:: ollins,_P.E.- Town Engineer' cc: Michael Verity, Chief Building Inspector GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH MAI SUITE 202 ISLANDIA, NY 11749 I R1 WWW.GRCHARCHITECTURE.COM , (631)864-3395 May 01, 2022 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Basement Code Conformance Unit#96—Permit#46737 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the. requirements for conditioned space as defined in the 2020 Energy Conservation Construction Code of New York State, R402.2.9 Basement walls. Walls associated with conditioned basements shall be insulated from the top-of the basement wall down to 10 feet(3048 mm) below grade or to the basement floor, whichever is less. Respe tful submitted, 'C�REDARC �`� �oeeRr oyF y''� C GI erveny, AIA, LEED AP Prin 'pal Nj. "9 02381 Q T�OF NE�y GROH ARCHITECTURE PC t 5750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, IVY 11749 WWW.GRCHARCHITECTbRE.COM 637 864-3395 November 14, 2018 . Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner I Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insul 3tion produc s noted below have been selected for their flame/smoke spread properties to meet the requirements of the'New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 %I" (provided± ") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or leis and smoke development index less than 450 in accordance with A$TME84. Draped Goundation Wal lI Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, inc+uding facing shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not o exceed 45 . 'Provided/ Installed: "Ecotouch FlaME Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espectfu ly submi ed, SER_D ARC CBERt C/F yYT �lV ��Q- `�s�• �G� A v 2 Glen CheArve y i IA, LEE D AP Principal 02361a Q� T�OF NE�� MECHANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President i 20 Feldland Street, Bohemia, NY 11716- (631) 563-1298 • Fax: (631) 563-2954 Home Energy Rating Certificate Property HERS Holly Al - Unit 96 Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Pointe Rating Date: 2023-01-26 Rating Number: MC193 38 Harvest Pointe Ln Registry ID: 438532629 Cutchogue, NY 11935 Estimated Annual Energy Cost. Use MMBtu Cost Percent HERS Index: 59 Efficient Home Comparison: 41.% Better Heating 63.2 $1344 43% General Information Cooling 1.5 .$96 3% Conditioned Area 3757 sq. ft. House Type Single-family detached Hot.Water 12.2 $229 7% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances. 24.2 $14.52 46% Bedrooms 2 Photovoltaics. 0.0 $0 -0% Service Charges $16 1% Mechanical Systems Features Total 101.1 $3137 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 105.00 CFM25 2.015 IECC UA Compliance Ventilation System Exhaust Only: 167 cfm, 32.0 watts. 2018 IECC UA Compliance Programmable Thermostat Heat=Yes; Coo['--Yes . 2018 IECC Performance Path 2018 IECC ERI . Building.Shell Features ECCC New York State 2020 Ceiling Flat - R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic -NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R=21.0 Infiltration Rate 1603 CFM50(2.29 ACH50) Foundation_Walls R-13.0 Method Blower d or 1603 CFM x 60 Mini/Hr/42016 Ft3 = 29 AC @ 50Pa ' Energy Testing services ,Lights and Appliance Features 1648 Locust Ave Suite E Interior Fluor Lighting (%) 0.0, Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting(%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator-(kWh/yr). 568 Clothes Dryer CEF 3.94 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 Disclosufe'for this home is available from the rating provider. NY-ECCC 2020 Certificate 38 Harvest Pointe Ln, Cutchogue, NY 11935 Buildmg,Enyelope.Insulation. - Ceiling R-37.7 Above Grade.Watts. R-21.0 Foundation-Walls R-13.0 Exposed Floor NA . Slab - R-0.0 Edge, R-0.0 Under Infiltration. 1603 CFM50 Duct R-8.0 Total Duct Leakage 105.00 CFM_@ 25 Pascals ':Window,Data. U=:Facto',: SHGCLL - Window 0.290 0.280 Mechanical yipmeat.':.``: HEAT: Fuel-fired air distribution,.Naturat gas, 95.0 AFUE. COOL: Air conditioner, Electric, 16.0 SEER.. DHW: Conventional, Natural gas, 0.69,EF, 75.0 Gal'. ;.HER'S:Ihdex: 59 Builder o'r:-Desig:, ri�:`Professionaf: ` - �, Signature I REM/Rate Residential Energy Analysis and Rating Software 06.14 Energy Testing Services 2023 Combustion Safety Testing Form Certified Home Address: 38 Harvest Pointe Lane 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: 2023-01-26 Outdoors Temp During Test: 50 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 E] No�✓❑ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: bleating sysen= Primary: Yes❑✓ No❑ Type: Furnace ✓❑Boiler❑Heat Pumper Other E icieiic:':l' `F I'T "i !!entin2':Tvtie:3 :Drk t.-`.' Sin[lase:.• S`illa a`: CO- _ Circle:T '"e Pdscal =. orstCase, alurkl orstCbse`; atziidl Ra- tine:95.0 N❑✓ P❑O❑E[] NQN[jMp S_Z N/A Pa. Pass ✓❑Fail❑ Pass❑✓Fail_❑ N/A PpM NIA ppM ' Yes ✓❑ Tvye: StandardTank✓Indirect Tankless ❑ Size: 75 Style Common Vent TVater=Heater'. Primarv: — No I—I Instantaneous Commercial 4 Il (SeeNoteSbelow) (Gallons) Stand Alone sxE icietic ' :,•(Circle;Type)% '2 . uel.TvperaFlPasc�dYl),: (Worse,Case): EF: 0.69 NOPQO[:IE_E] N❑MQ✓ S❑ N/A Pa. Pass 0✓ Fail Pass✓]]Fail N/A PPM I N/A PPM Oven is Electric or No Oven Exists Oven Range Hood Vented to Outside Yes�1✓ No Oven CO NIA PPM Ambient CO(During Oven CO Testing) NIA PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal z Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned s Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: Date: 2023-01-26 Manual S Compliance Report_ Job: *wrghtsoft- Date: Oct.21,2022 Entire Ho Use By: Energy Testing Services... Energy.Testing Services.LLC. 1648-A Locust Ave,Bohemia,NY 11716 Project • • For:. Unit 96-38 Harvest Pointe Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions. Outdoor design DB: 83.0°F Sensible gain: 17582, Btuh"" Entering coil DB: 76.07 Outdoor design'WB: .71.0°F Latent gain: 3500 Btuh Entering coil WB: 63.5°F Indoor design-DB: 75.0°F Total gain: 21082 Btuh Indoor RH: 50% Estimated airflow: ;800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer:. Generic Model:" SEER 16.0 Actual airflow: 800 cfm .. Sensible capacity: 16800 Btuh 96% of load"' " Latent capacity: 7200 Btuh. 206% of load" " Total capacity: 24000 Btuh 114% of load SH.R: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 46217 Btuh Entering coil DB: 63.1°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type'. Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow:. 875 cfm" Output capacity: 48000 . "Btuh 104% of load Temp. rise: 50 °F Meets all requirements"ofACCA Manual S.' -wrilh#s®ft". 2022-Oct-21 16:43:43 g tiryA�K .... ,,,n ,,�, � Right-Suite®Universal 201.8 18.0.32 RSU20066 "Page 1 ACC ...Model Al MAN JSD\Rimor Model At MAN JSD JA.rup calc=MJ8' Front Doorfaces: W 1 Residential Plans ExaminerReview F• Form RIPER 1 ��.. ACCAa ' for HVAC System Design • • - 15 Mar 09 nr0mab*9WM=ofAmata Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes No Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No E] Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No Duct distribution sketch: Yes No Home address(Street or Lot#,Block,Subdivision):Model Holly A1,Cutchogue, NY 11935 HVAC LOAD CALCULATION (IRC M1401.3) Desiqn 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: 46.217 Btuh Number of bedrooms: 3 Conditioned floor area: 3788 ft' Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 'F. Windows Root Grains difference: 30 gr/Ib @50%RH Eave overhang depth: 1.0 ft Sensible heat gain: 19979. Btuh Internal shade: blinds. Blinds,dre pes,etc. Eave Latent heat gain: 3977 Btuh Depth Window Total heat gain: 23957 Btuh .Number of skylights: 0 HVAC EQUIPMENT • ,1 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipmenttype: SplitAC Heating cfm: 875 F,umace,Heat pump,Boiler,etc. �Air Conditioner,Heat pump;etc. Cooling'cfm: 806 Model: Generic Model: - Generic Static pressure: 0.60 in H2O AFUE92 SEER 16.0+ Fadein airflow n'sgrated external static pressure for s Heating output capacity: 48000 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winterdesign outdoor conditionsSensible Cooling capacity: 0 Btuh . Aux heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM ■ .1 Design airflow: 875 cfm Longest supply duct: 478 It Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 201 ft Trunk duct: Sheet metal Total device pressure losses: -0,6 in H2O ..Total effective length(TEL): 679 ft Available static pressure(ASP); 0.01 in H2O Friction rate: 0.001 in/100ft Branch duct: Round flex metal,Sheet metal Friction Rate=A5P=(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: Dater Reserved for County,Town Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrightsoftl Ri ht-Suite®Universal 2018 18.0.32 RSU20066 Load Short Form Job: - - wrightsofto Date: Oct.21,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 96-38 Harvest Pointe Lane, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/.stories 3(partial) /2 Design TD (°F) .58 8 Pressure/AVF 50 Pa/ 1422 cfm Daily range - M Inside humidity.(%) 50 50 Moisture difference(gr/Ib) .44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875. cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) . (cfm) (cfm) Basement 1743 10447 431 .218 20 Breakfast Area 125 3970 1781 83 84 Bed 2 194 3448 1618 72 76 Bath 1 54 474 87 10 4 Kitchen 178 1661 1755' 35 83 Living Room 368 5756 29D9 120 137 Foyer 135 4074 2655 85 125 Laundry 44 781 609 16 29 WIC 2 42 485 38 10 2 Stair 71 0 0 0 0 WIC 1 32 625 66 13 3 Master Bed 302 4067 1863 85 88 Master Bath 137 . 1356 894 28 42 Hall 62 0 0 0 0 Calculations approved by AC CA to meet all requirements of Manual J 8th Ed. wrilghtsoR9 2022-Oct-21 16:43:43 tinwa•n.,,n,,.u.e..ryu„m„ Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ACC&...Model Al MAN JSD1Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Bath 2 45 1098 311 23 15 Bed 3 129 2619 1428 55 67 Loft 127 1035 539 22 25 Entire House 3788 41896 16986 875 800 Other equip loads 4320 596 Equip. @ 0.88 RSM 15472 Latent cooling 3500 TOTALS 3788 46217 18972 875 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft°' 2022-Oct-21 16:43;43 �, eai.+•ro-+,e•.iuw:.,mm,�, Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 i�iCA...Model Al MAN JSD%Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W -�+ wrightsoft- Project Summary, Job:: Oct.pt21,2022 Entire House By: Energy Testing Services... Energy Testing.Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 96-'38 Harvest Pointe Lane, Cutchogue, NY 11935 N otes: Design Information Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US. Winter Design Conditions- Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside.db -68 of Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 40897 Btuh Structure 16210 Btuh Ducts 999 Btuh Ducts 776 Btuh Central vent (68 cfm) 4320 Btuh. Central vent(68 cfm) 596 Btuh Outside air Outside air' Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 46217 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 15472 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) /2 Pressure-/AVF 50 Pa 1422 cfm Structure 1968 Btuh Ducts 134 Btuh Central vent(68 cfm) 1398 Btuh Heating Cooling Outside air Area(ftz) 3788 3788 Equipment latent load 3500 Btuh Volume(ft') 28430 28430 Air changes/hour 0.32' 0.14 Equipment Total Load.(Sen+Lat) 18972 Btuh Equiv.AVF (cfm) 150 .66 Req. total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE. Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual airflow 875, cfm Actual air flow 800 cfm Air_flow factor 0.021 'cfm/Btuh Air flow factor 0.047 cfm/Btuh Static,pressure 0.60. in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 41- wrightsoft^ 2022-Oct-21 16:43:43 += ...,..., ,.,,,....,..,,.., Right-Suite®Universal 2016 18.0:32 RSU20066 Page 1 l6k...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W N Second Floor Bed 3 81 cfm 129 cfm 30 cfm Loft Y. 6x16 p Riser Ret Riser 28 cfm10" 6x16 2 Stair Up Job#: Scale: 1 : 106 Performed by Energy Testing Services L... Energy Testing Services LLC Page 1 1648-A Locust Ave Right-Suite®Universal 2018 Unit 96-38 Harvest Pointe Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2022-Oct-21 16:43:59 ...SD1Rimor Model Al MAN JSD JA.rup N' Main,Floor Broan Exhaust Fan Model L150 68C FM c m Energy Star r Continuous Use Timer Breakfast Area 01 cfm �51 cfm K82 cfm 9182 m Master Bath Master Bed �99 cfm . r dm I4tchen Living Room Hall, Stl3aer WIC 1 rID , K 16 cf dry. .34 m WIC 2 12.Npth 1 ''cfm. Stair Foyer Bed 2 Garage 1191 cfm 8' Job#: Energy Testing Services LLC Scale: : 106 Performed by Energy Testing Services L.... Page 2. 1648-A Locust Ave. Right-Suite®Universal 2018- Unit 96--38 Harvest Pointe Lane " Bohemia,NY 11716 . 18.0.32 RSU20066 Cutchogue,NY 11935 2022-ort-21 16:43:59 ...SD\Rimor Model Al MAN JSD JA.rup I N Basement Make up air 68 \.r-Fnn 1 Skuttle Model 2161 262 dm. 6' 14" 6" —x 16 10' 9„36x1 6' 6 q0” 4" 4" Basen ent 26" 6" up Riser Ret Riser 10" 4x16 10" 9INK 87 cfm 87 cfm LL87 cfm Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave. Right-Suite®Universal 2018 Unit 96-38 Harvest Pointe Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935SD\Rimor Model Al MAN JSD JArup Job: -�- wrightsoft� Duct System Summary Date: Oct.21,-2022 Entire House By: Energy Testing Services... Energy Testing Services.LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 96-38 Harvest Pointe Lane, Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in.H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.001 in/100ft 0.001 in/100ft Actual air flow 875 cfm 800 cfm Total effective length (TEL) 679 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln(ft) Trunk Basement h 144 87 8 0 0 Ox 0 MtFx 0 0 easement-A h 3482 87 8 `0.004 8.0 Ox 0 MtFx 23.8 160.0 st2 Basement-B h 3482 87 8 0.003 11.6 16x 4 ShMt 48.5 225.0 st2 Bath 1 h 474 12 5 0.006 4.0 Ox 0 MtFx 16.0 95.0 Bath 2 h 1098 28 18 0.002 5.0 Ox 0 MtFx 66.5 400.0 st8 Bed 2 c 1618 86 91 0.006 9.0 Ox 0 MtFx 31.5 95.0 Bed 3 c 1428 66 81 0.001 8.0 OX 0 MtFx 76.3 400.0 st7 _ Breakfast Area c 1781 99 101 0.003 9.0 Ox 0 MtFx - 16.8 225.0 st2 Foyer c 2655 102 150 0.003 10.0 Ox 0 MtFx 43.8 205.0 st2 Kitchen C 1755 42 99 0.007 9.0 Ox 0 MtFx 2.3 95.0 Laundry C 609 20 34 0.002 5.0 Ox 0 MtFx 48.8 315.0 st2A Living Room C 1455 72 82 0.002 8.0 Ox 0 MtFx.." 25.8 325.0 st2A Living Room-A C 1455 72 82 0.003 8.0 Ox 0 MtFx 15.5 215.0 st2 Loft c 539 26 30 0.001 5.0 Ox 0 MtFx 68.0 410:0 st7 Master Bath c 894 34 51 0.002 6.0 0x.0 MtFx 38.3 325.0 st2A Master Bed c 932 51- 53 0.002 6.0 OX 0 MtFx 53.0 295.0 st5A Master Bed-A c 932 51 53 0.002 6.0 Ox 0 MtFx 52.8 300.0 st5 Wlc 1 h 625. 16 4 0.002 4.0 Ox 0 MtFx 58.8 325.0 st5 wlc 2 h 485 12 2 0.002 4.0 Ox 0 MtFx 56.0 290.0 st5 Bold/italic values have been manually overridden wrightsoft, 2022-Oct-21 16:43:43 ,ytiCCK��y, .ww•,M,.M,....:.,�,.., Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 l ...Model Al MAN JSD%Rimor Model Al MAN JSD JA.rup .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 st6 Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl st2A St5 Peak AVF 130 111 0.002 238 10.0 0.x 0 ShtMetl st2A st5A Peak AVF 51 53 0.002 268 6.0 -0 x 0 ShtMetl st5 st2 Peak AVF 823 756 0.001 206 29.9 16 x 36 ShtMetl st2A Peak AVF 375 407 0.001 204 23.0 16 x 18 ShtMetl st2 st7 Peak AVF - 92 111 0.001 167 14.2 16 x 6 ShtMetl st6 st8 Peak AVF 28 18 0.002 41 8.4 16 x 6 ShtMetl st6 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) Mad Trunk rb3 Ox 0 669 807 201.0 0.009 219 26.0 Ox 0 MtFx rt2 rb2 Ox 0 119 129 199.3 0.001 236 10.0 Ox 0 MtFx rt2A rb1 Ox 0 262 24 83.3 0.004 245 14.0 Ox 0 MtFx TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 788 936 0.001 219 28.0 0 x 0 ShtMetl rt2A Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl. rt2 "wrightsoft' 2022-Oct-21 16:43:43 .w.a•e..nn,,.u.e...c�� Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 ACCA...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W e e e • • • • may� Ua�i�� •fie e L�lf/111fi—T FOUNDATION , �I� �� r All 1� ■ ROUGH . . a �� , IMM INSULATION • . e • ea ® • as NMI 1-FAMM o I 1' 1 TOWN N OFSOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ���*► ��� ; Telephone(631) 765-1802 Fax(631) 765-9502 littps://www.south6ldtownny.gov For Office Use Only d/7� PERMIT NO. 73 Building Inspector: — LD II 4�41 f Applications and forms must be filled out in their entirety.Incomplete applications AUG 1 3 2021 will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. 'BUTLDI G DEPT. TO,fir OF ai0?+,1'1('T':`{JLD APPLICATION FOR BUILDING PERMIT Dater � OWNEk(S) OF PROPERTY: Name: Rimor Development Tax Map#:SCTM#1000- 102.01 - 02- V C o Physical Address: } r b) (p (,r.P� tiVILTur Phone#: 631-678-2667 Email: teamalia65@gmail.com Mailing Address: CONTACT PERSON: Name:Henry Alia Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:GRCH Architecture Mailing Address: 3750 Express Dr.South Islandia, NY 11749 Phone#: 631-864-3395 Email: CONTRACTOR INFORMATION:: Name:Rimor Development Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ONew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $300,000.00 Will the lot be re-graded? 2Yes ❑No Will excess fill be removed from premises? ❑Yes 2NO PROPERTY INFORMATION Existing use of property: Intended use of property: Condo-resitdential Date of Purchase: Name of Former Owner: s Zone or use district in which premises is situated:. Are there any covenants and restrictions with respect to this property? 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 s herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit autho d i pectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant o ctit n 210AS of the New York State Penal Law. Application Submitted By(print nfa e) Henry Ali OAuthoriz Agent Downer 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 , 20 of Pub" SHERRY PIRONE NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTH )RIZ- I tion No. 01 PI6388308 (Where the applicant is not he owQ)lified 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 Electrical Inspector BUILDING DEPARTMENT TOWN OF SOUTHOLD 0 2021 Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert@town-southold.nv.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: c Name: License No.: ry, email: [I JeC C� Address: c) PS Z - :'1 Phone No.: JOB SITE INFORMATION: (All Information Required) Name: Address: 1 A-If ( d UW Cross Street: - Ml USfDA-f L—G Phone No.: -auLo Bldg.Permit#: 4613-1 email: :)f tu� C;n vya Tax Map District: IcN Block: .0) b 1000 Section: Jr-, Lot: D BRIEF DESCRIPTION OF WORK (Please Print Clearly) Clu-cW All That Apply: Is job ready for inspection?: YES 40 Rough In Final Do you need a Temp Certificate?: EES)/ NO Issued On &oa Tamp infarmaflop�--�. (All information required) Service Size ( 3 Ph Size: A # Meters Old Meter#SI:�P Pew Serviloe - Fire Reconnect- Flood Reconnect-Service Reconnected -Underground - Overhead Underground Laterals(T), 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION lei> 82-Request for Inspection FormAs BUILDING DEPARTMENT- Electrical Inspector g ° TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX (631) 765-9502 -� - � Temporary Certificate # /070 D:aia, 2021 Customer Name �.� Electrician Name �► Address38 W acro a •f#9� Phone e-mail e-mail M•rL, y , Phone License # a Size A Phase Overhead _ Underground_ # of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected S Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation z is complete,the town will conduct a,premises inspection of the service equipment. 4 4 This verificatioii:is ftp aye fl r;i tie d above. Authorized by 50 n49 (?Bg LA PROPOSED COVERED 14' x 20' PATIO (TYP.) PROPOSED NATURE TRA-sI (PERVIOUS PAVERS) `-PROPOSED LA j COVERED PROPOSED 15' x 20' 15' x 20' PATIO (TYP.) BREEZEWAY (TYP.) 39.22' 6 39.22' f 95 eA 93 A2AA9 A - 7..: R7-XL « :;a - • ._ ., >A; ,<¢.- #F R7 XR R7-XL xea'�r � r- - �t `.rte*::`,^::."aviv.':.'i�c.�':ti'+1 v:`o?.+=�,•i`."."v`r ..i..a:. ?i M , t c� ah- r, ry - - - ..§' .'t�FS�`u.-. ., f'b:.-.'•,'+N. �.,..^^:.':.� v. 4X � Y.:^ G:�2;_^ 7:. PQ.u; _�:'.,'-4�i -Y'1?w.'t::•`ly d- ?^'S�;.,,` ,_�,..,�.'� ?I•. - :.r. ...M�;. <:r4;� „v,�i`azei:y.�..-- :s:''° •,..:i c ate„ - - ,„f•�l'_��'r v 4- ,x _ .:r `= ���� ., ��'�r�`�,. '• �. _ - HYD . FLUSH CURB WITH PAVERS 110 GA 108109 A eA 40.22' 49.22' PROPOSED HYDRANT, ROAD TO BE WIDENED TO 26 FT. AT HYDRANT (TYP) NATURAL BU.F G. S. Ni? '- 'lL YJ : 'i Z Q LU Water Iane(s) LICE Su#ToII�County�p�� Inspected By The C811 852-5754P pt' of Heall#t �nr+ces. 48 Flours In Advance . To SdIedule Inspec#on(s), APPROVED fN ACCORDANCE WITH BOARD OF � M REVIEW DETERMINATION DATED 5-8— l7 M z Z ~ Lu } .5QBJECT To COVEEE PANTS& RESTRICTIONS Lim 11J z o PAGE_�3_y ® 0 Y O o U) ° ¢ U o C.) �id�INsoEP.'8 CERTIFICATION REQUIRn. � Lij> � � O W SUBMIT P.E. OR R.A. CERTIFICATION O FOR INS ALL.AT.FON Ar4Z COtd�i RiJCTIAN �' U (n _/ �✓ ~ o OF�Shoew Gw c� fA. � / / � ..t - � O FaR I:II AL&PPRCVAL. c o � � o U- O 1- O tY Departn?eIIt of 1"Ie�ltla S�r�rieds 7Rce al for Construction-Other's Sir► le�' airily ®.�l0 .Design Flo�y�� PROJECT NO.: 00026 These plans have been reviev;ed for general conformith Suif'olk DRAWN BY: KCK County Department of Health Services standards, relating to water CHECKED BY: TFL supply and sewage disposal. Regardless of any omissions, DATE: _ inconsistencies or lack of detail, construction is required to be in accordance with the attached permit conditions andapplicable SCALE: AS NOTED standards,unless specifically waived by the Department.This approval FILE NO.: expires 3 years from the approval date,unless extended or renewed. 2- -8 — /7e CADD: 00026 SP Approval Date Eae iVIV—ew r SHEET NO.: ROViSed Plan Approved /o— s — 2v2p Expires - 8 - Zo 2,3 � OF5 S.C.D.H.S. APPROVAL SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 Health Department Ref.No. (631)852-5700 OR HeallliWWM@suffolkcountyny.gov APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY]FACILITIES FDIC 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. rEXISTING ION 1 FOR AL1,RENEWALS AND TRANSFERS REFERENCE NUMBER: R10-17- 50 ap No.: 1000 District Section Block Lot 2_ 4C) Name of Current Applicant: Rimor Development LLC Tel#: (631) 735-9200 Mailing Address:PO BOX 903, Cutehogue, NY 11935 Email Address:teamalia65@gmail.eom Name of Current Agent: Henry Alia Tel#: (631} 67$2667 Mailing Address: PO BOX 903, Cutchogue, NY 11935 Email Address:teamalia65@gmail.eom DATE OF ORIGINAL APPROVAL: 09/0$/2017 *If more than 6 years old and SCDHS site inspectioiis::liave not been performed,a new a licatiori will be re uired` SECTION 2 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 P FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Architect/Engineer/Surveyor: TTel#-. ) - I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me; for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: SECTION 4 FOR ALL RENEWALS AND TRANSFERS Application is hereby made to[ )TRANSFER,C NEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereby certif hat I have examined this complete application and the statements therein are true and correct,and that all work shall be done in orq, nce with all applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a misde a nor ursua o 5210.45 of New York State Penal Lav:' Signature of Current Applicant/Agent ' Date Print Name of Current Applicant/Agent Title enr Alia Agent/Project Manager DEPART E ONLY Permit is Transferred/ enew Until 9- 8 - S3 Number of Bedrooms Approved A11A Signature of Department Representative Date ®0 - /$- ® Z® WWM-104(Rev.02/12) Lf 1013 I NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, cli 43. I PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, n 1.S ems- PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 3.9' 'nJ $,3' PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED W 4.8' CO PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF Z Z [IAN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE 0] O I p/` ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND 0 Z uj THE NOTATION-ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH J L) ri O j ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. W F-- ~Q 0 1 4 , I COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED Z 0 Ll SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. O 12.7' NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS 1 I 0 Q d 3.3' °p I Z / / !^ I�� /n/) OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. Z 0' 1.O' u- ^ Z Z PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE W I O a O CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES, Z O— SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS W 20.51 N 28.5' W Q OTHER THAN VISIBLE PERMANENT STRUCTURES. > IZ U fff ///��� Ir n /J a S5300514 W 55.97' COPYRIGHTO NELSON B POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS W W ILII U 61 l RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, j LU ZZ RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN [n m� w o 20.5' b o a PERMISSION OF THE SURVEYOR. 28.5' a I F f .- THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL 1.0' I 0 OU MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER UU Cf r I >_ C6 M <L'/n PURPOSE fn 0 � CO _ Z Ch 3.4' Co = W x M O ` 12.7' In Z O w a U) rn O j rN\ Z Q O Z LL � 4.8' 0 3.8' D O 8.4' I Z 43.9' cli w S 53005'40"W 60.86' CV CD �� I O) 0 M CO Do 07 ®F Nei I � ) }_' _�! �I �/ �� S 81034'23" E R f� r0 1 F�0���� �� p EC 1 3 2021 67.78' I 1V , O Q w O O d'. i9 0 _ _.. O U l .: --. �! 9 Q C:) ��0.05023 �J� %f;;�%,''T;y J7 0\9\ �> s FIIl- f- CY) L S 12-01-2021 FOUNDATION LOCATION0; FOUNDATION AS-CONSTRUCTED FOR 167.99' (ACTUAL) N UNITS 95 - 96 UNIT DESIGNATION MAP OF R=275.00' S52055'20"W HARVEST POINTE CONDOMINIUM 2 L=77.85' "' 1 _W FILE NO.:490 FILED September 28,2020 Cyt CD I SITUATED AT c DO o TOWN OF CUTCHOGUE S 40052'3$" E O LID TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 27.03' a, N °' S O UTH OLD S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 039.000 8 040.000 S52055'20"w N of ` NELSON + POP E 19.24' ie engineers•architects•surveyors ZW 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com � � SCHOOL HOUSE DRAWN BY: NP CADD No.:INDNIDUALSURVEYS LANE 00026 IS SCALE: 0 CHECKED BY- MS FILE NO.: SHEET NO.: 'I OF') DATE: 12.06-21 PROJECT NO.: 00026 1"=30' NOTES: I THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO'GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, 7J PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. rn 43.9' I IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAWARTICLE 145, N PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED 7.2' PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY.IF w Y 3'4 8, W a•3� AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE L 2 W . ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND Q V _ Z,3= >„W THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH QW c'! LL OR lZ OZ QOJ ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. J z W aQ ^ >- a H OO U d 0!7= COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED O. — Z = I ZZ SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. 0 a. 0 (n � as DO Wj j _ 12.7' fn � 1 in O 2 �� NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS U) Of V I OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. w ofO U STONE BASE I— � Q. I DRIVE r I 3.3' Z co W PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE Z U m O W/8"PAVER cc O- a^° Z CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, �J c m I BORDER O•D, Q j, ' f� LL' -1 - SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS O LLJ Q o; S 53°05'40"W 55.97' 21)5, , �- T O OTHER THAN VISIBLE PERMANENT STRUCTURES. 0 28.5' D- BOX N U1 I LU M Z COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS _ RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, METERS GAS ❑A/C I Fn RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED w METERS W W IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 0 BOX A/C F-p PERMISSION OF THE SURVEYOR. Doz N 0 2 .51, N 28.5' Za w l d- c=i I STONE BASE W 1 �> N t- ^ c0 1-0' r ~ 'v w O O W/DRIVE RPAVER Q I W: V LU p vJ M a I BORDER Q I W 3.4' Uir (o ¢W w (n 12.7' _ I W � U-1 I =a ` V W ly Z rn 1.4 ': 14.0'if r= Q ^ I— Z U 2a O w 00� cdo Q* U) aOD_ I OP U 3.8' 8.4' N I 5, 1 7.2' rn 43.9 a I NS 53°05'40"W 60.86' CONTROLL Lin o MOD L� ()IFNF1 /y M ����y OpViD p�T 0 c/) O 1 Lil r C7 t4 Z iY S 81°34'23" E R 'y0.o50 3 J 67.78' J I Lt Z < w 0- od0. `�ca oZ U ICD Jr, s``Q` °so Q I CD `j Fo - I 12-01-2021 FOUNDATION LOCATION FINAL SURVEY FOR 167.99' (ACTUAL) N o,-252022 SANITARYASBUILT UNITS 95 - 96 UNIT DESIGNATION MAP OF 07-07-2022 DD CONTROL MODULES S52°55'20"W ELEC.PANELS HARVEST POINTE CONDOMINIUM 2 R=275.00' 08-17-2022 FINAL SURVEY FILE NO.:490 FILED September 28,2020 L=77.85' w snw►TED AT o CUTCHOGUE C C � o TOWN OF I TOWN OF SOUTHOLD.SUFFOLK COUNTY,NEW YORK S 40°52'38" E S.C.T.M.DISTRICT 1000,SECTION 102.07,BLOCK 02.00,LOTS 039.WD 6 040.000 27.03' N 0 �' SOUTHOLD S52055'20"w U) �- NELSON ♦ POP E 19.24' 01 if engineers-erlchjtects-surveyors Y 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com Z wDRAWN BY: JR ADD No.;INDIVIDUALSURVEYS I w 00028_1 SCALE: SCHOOL HOUSE CHECKED BY: MS FILE NO.: ~ LANE c ill=30' SHEET NO.: I OF I U) DATE: 08-19-2022 PROJECT NO.: 0002p II I NOTES: S DI THE OFFSETS(OR DIMENSIONS).SHOWN HEREON FROM THE STRUCTURESTO THE J I a PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFOREARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, S PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. (7 IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145; Lux 7J 1 WATER PROFESSIONAL ENGINEERING AND LAND'SURVEYING,SECTION 7209,FOR ANY PERSON.UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED \ �• SERVICE 439' PROFESSIONAL ENGINEER ORLANDSURVEYOR;TOALTERANITEM INANYWAY.IF . AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE / w 1-9. cV ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION-ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 3.9, ' LU ALTERATION,AND A SPECIFIC DESCRIPTION OF THE'ALTERATION. 4.7 Q W U COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED Lu z m Iw 3 N m LL z _H Q o SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. � n W — U)Q co NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS (=j O I Z M"- OUB; OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. J m U I U ; � Q W ' b a OFs Q z UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED �9 cd m - 12.7' W I rn it 6 OUI 7 AS TO ACCURACY,EXISTENCE.EXACT LOCATION.TYPE OR USE,ACTIVE OR INACTIVE. e3 'c'W j I 03 N 22' ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN WO U U U STONE BASE r QDRIVE .I `> cry 3 3' >;w > PLAN DATED 7121118.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED U3 w m w ca z J m 3 IL I WBO PARR Z TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS .I,W m I a o'0 ,Q L 1 p 2 c,Mj M 'O. m THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS ASAP. } CONSULT WITH THE APPROPRIATE UTILITY,COMPANY PRIOR TO ANY DIGGING OR > ti W LU ❑ rC I FURTHER DESIGN. B: c f%S z " E E ; _ _ E fW ® t b - O LU G G __EG G PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE _ ELECT. a I m CONDITIONS IF ANY,INCLUDING BUT-NoT LIMITED TO WETLANDS,WATERCOURSES, w a DI o GAS METER ❑Ua SOIL CONDITIONS,VEGETATION,TREES,PATHS;DEBRIS OR ANY OTHER_CONDITIONS In I } METERa U—a,ElOTHER THAN VISIBLE PERMANENT STRUCTURES. Lu V N -� `+•• m O+ I } ~W COPYRIGHTONELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS oz d0 b m o 20.5'o Q I' F' wz �" cV. 28.5' cq W Q. RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, LL1 03 w 3 ❑ I STONE BASE `7 W t0 a W a RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED LL. ® a U DRIVE 1.0' C7 a> I a IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN O LU fn O -a tC5 �L �' I O a. WBORDERR I OZc�iT O�> PERMISSION OF THE SURVEYOR. I-ELI w 3 ❑ < I LU 3,4 V~ 25' .'"Z civ ADDITIONAL IMPROVEMENTS AND/OR POSSESSION.IF ANY.NOT LOCATED,NOT 12.7' _ I LU �� SHOWN d �' T w O 3 J LL Z m 4. ALL SANITARY PIPING 4'AND 8"SDR-35;TYPICAL CL L \C. 1.4' r) 121 {)!1 co W cA a o' LU LJ t- rp x ' r cL y q_ �*_ w. 4.8' ry co O 41. 0 w 1„ WATER >� �!� —t Z ` Or, _ �I 3 \ SERVICE N 3.8' 8.4' z 1' ? C` c7w 3 eo cli yMc$ pF NE�,V. ( ® Q Q3 y 43.9' O m I�@j AQ��DAVI J tl v3 `,' c9U. l LU ? CONTROL. a CD W U '¢ MODULE •`r> O �uT co •-� IwW Iw ZN W d ® d II¢ DI O a r ¢ IIJ I� a 'S L7 wW 3o Na v 5 21 J F _ 3 'OW SAND w I ovl' I` � J N 12-01-2021 FOUNDATION LOCATION SANITARY SYSTEM AS-BUILT TABLE —' y SANITARY AS—CONSTRUCTED FOR Lo 01-25-2022 SANITARY AS-BUILT STRUCTURE.NAME I TIE A TIE B '`� '� ? 07-07-2022 ADD CONTROL MODULES UNITS 95 — 96 UNIT DESIGNATION MAP OF UNITS#95-96 &ELECT.PANELS HARVEST POINTE CONDOMINIUM 2 ST-1 36.6' 28.9' FILE NO.:490 FILED September 28,2020 ST-2 41.0' 24.6' 31TUATEDAT LP 74.6' 24.1' ;tiu CUTCHOGUE .a. TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK I r S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 0200,LOTS 039.0110 a 040.000 HEALTH DEPARTMENT REFRENCE NUMBERS.&AREA'S � � �� � � + � ® � UN IT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 95 R10-17-0149 1,999 S.F. 486 S.F. 2,485 S.F. If 96�---- R10--17-0150--N 1,999 S.F. 486 SZ 2,485 S.F. engineers•��Ki�1 6?CtS•31��9/8�0/�3 70 Muess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com DRAWN BY: NP CADD No.;INDIVIDUALSURVEYS SCALE: 00026_! CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I 07-11-2022 ®0®2C V=30' DATE: PROJECT NO.: VV kAI- HARVEST POINTE ,L /+ the HOLLY BREAk AST AREA CWEREDPORCN � ff$x16'-O' IZ STEWEOCEB,R7G DW fLMNG F001f . T5$xro e MfS1ERBATR I76TEPFEDCER7wv' iDTcxzN 8'•4"xT5-0" �� CLOSET 2®® FEF ®® WALK-Pd FOYER/GREATROOM CLOSET r. O CLOSET 8'•4•x25.8• VAULTEOCDLENG D BATH LAtAvM WAIX4N OWNS 6'-0•x5•$ CLCSET AREA w STORAGE f BARO 2 SED 2 iTSiEF DCDLI\Go i EREEIEWAY OOBEi i ® 1WOCR f.° I i c ZC'•WO'x2T-T2P-0• COVERED 7A'x5-0" W �z IEDR OMI LOxT 7d7x$Y D BATH 6'"�•x5'-C' DD � a SEP 4 2022 2ND FLOOR BEDROOM AND LOFT BUILDING DEPT. TOWN OF SOUTHOLD (IS q,5 Q APPRO ED AS NLEADER CERTIFICATION O ED oN CONTENT BEFORr DATE: o2S B.p.# 73 f Lll7l10 CERTIFICATE OF OCCUPAA/ SOLDER USED IN WA TEF UPPL Y SYSTEM CA NOTI ILDiNG ''�'=°;RTME AT . 765-1802 8 AM TC 4 PM FOR THE EXCEED 2/10 OF 1% LEA: FOLLOWING :INSPECTIONS: j_ FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2 ROUGH ', FRAMING & PLUMBING ELECTRICAL 3. INSULATION INSPECTION REQUIRED 4.. FINAL - CONST" n! MUST BE COMPLETE; ALL CONSTRUCTt;,:ll -;;,ALL MEET THE TRUSS PLACARDING REQUIRED REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. B NOT'PROCEED F„FOUNDATION LOCA1 iON COMPLY WITH ALL CODES OF A' -SEEN APPROVED. NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF J Must provide Manuals SOIM!' ^TOWN PLANNING BOARD D, Jand Sasper SOLUQ@i0VVN1RUSTEES NYS Energy Code Blower door OCCUPANCY OR and ductwork USE IS UNLAWFUL testing required. WITHOUT CERTIFICt, :JF OCCUPANCY All exterior lighting Installed,replaced or repaired shall conform RETAIN STORM WATER RUNOFF to Chapter 172 PURSUANT TO CHAPTER 236 of the Town Code OF THE TOWN CODE. Fire separation ACL PLUMBING WASTE &FWATER LINES NEED required as per fifiNG BEFORE CC)VI ING NYS Code t PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: Section R316 Foam Plastic TABLE R405.1 � 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 feet. Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a materials. UNIFIED SOIL 2020 EXISTING BUILDING CODE OF NEW YORK STATE SOIL CLASSIFICATION VOLUME o floor membrane above and a ceiling membrane below, draftstopping shall be provided in floor-ceiling assemblies under the R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to GRouP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE CHANGE � � � the ob site shall bear the label of an a roved a enc showin the manufacturers name, the roduct listin roduct identification SYMBOL POTENTIAL following circumstances: j pp g y g p g, p CHARACTERISTICS POTENTIAL EXPANSION O N 2020 FIRE CODE OF NEW YORK STATE 2. Floor framin is constructed of truss-t e o en-web or erforated members. and information sufficient to determine that the end use will comply with the requirements. Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, (� 9 YP P P LITTLE OR NO FINES GOOD LOW LOW 2020 MECHANICAL CODE= 0 F NEW YORK STATE R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural R316.4 Thermal barrier, Unless otherwise allowed in Section R316.5, foam plastic shall be separated from V .. 1 GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, GOOD LOW LOW Z w .2 2020 PLUMBING CODE OF NEW YORK STATE P anels. the interior of a building by an approved thermal barrier of not less than X inch gypsum wallboard. LIT LE OR NO FINES 0 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 R316.5.3 Attics. The therms► 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, Q L_ ' M 202 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. urrLE oR No FINES GooD Low Low F- .�..,� .� c°n " SP POORLY GRADED SANDS, OR GRAVELLY SANDS, U ■� V c N- rn 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE- provided with a 1/2 inch gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the 2. The space is entered only for purposes of repairs or maintenance. LITTLE OR NO FINES GOOD Low LOW 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 � N� I RESIDENTIAL PROVISIONS Exce tions: against ignition using 3/B inch gypsum board. sM ~ = N m Z _ P SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW 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 Z i Q cn m rn perimeter joist space without the thermal barrier specified in Section R316.4 subject to all of the following: Q x v M SECTION R101 SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW (� Q W C M Section R303 1. The thickness of the foam plastic shall be not more than 3Y4 inch. o v GENERAL ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, C) w co 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. GRouP 2 SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low ❑ = r` 00 R101.2 The rovisions 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 on accompanying smoke developed index of 450 or less SLIGHT PLASTiclrr (� °' ^ P movement, enlargement, replacElment, repair, equipment, use and occupancy, location, removal and demolition of detached one and rooms. when tested in accordance with ASTM E 84 or UL 723. two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress Exceptions: cL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, tton C° GRAVELLY CLAYS, SANCLAYS YS, SILTY CLAYS, LEAN MEDIUM MEDIUM TODLOW V ± and their accessory structures not more than three stories above grade plane in height. 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house Section R317 Protection of Wood and Wood-Based Products Against Decay = a 7 All sills and lates on exterior foundation wall to be ressure reservativel treated 'n R202 Definitions: mechanical ventilation system is installed in accordance with Section M1507. R31 p p p y I accordance with AWPA U1. R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished rade ad'acent to the n ous 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 mason veneer is used and a m' ' 9 ry mlmum of 6 orches elsewhere. .�' Conte u 9 9 g 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 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 hei ht of 30 envelope. inches above the floor level. R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use anchored to the floor above, or has been sufficiently braced to prevent damage by the back fill where the unbalanced Mezzanine: An intermediate level or levels between the floor and ceiling of any story. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of of naturally durable wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative height of fill exceeds 4 feet. Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an and end use. Section R405 Foundation Drainage 9 p ( ) p g g g Y R317.1.1. Feld 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 Z the ultimate desi n wind s eed Vult is 130 m h or renter. artificial li ht source located at the bottom landin o the s alrwa . R301.1.1 Alternative provisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the accordance with AWPA M4. _ enclose habitable or usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or limitations of this code and the limitations therein. WVhere 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 ~ 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. U inimum hei ht. Minimum ceilin hei hts of 7'-0" in habitable rooms. Minimum ceilin hei hts of 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 Exce tion: A drains e s stem is not re uired where the foundation is installed on well drained ground or sand ravel 1. AWC Wood Frame Construction Manual (WFCM). (2015 EDITION) R305.1 M g g 9 9 9 R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section rooms & laundry rooms. shall be in accordance with the material requirements of ASTM F 1667. P g Y q 9 � R301 or otherwise not conforrriing to this code, these elements shall be designed in accordance with accepted engineering practice. mixture with soils according to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. � Exce tions: R 319.1 Address identification. Buildin s shall be rovided with a roved address identification. The address identification shall be le ible The extent of such design need only demonstrate coimpliance of nonconventional elements with other applicable provisions and shall 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 an area g P PP 9 Section R406 Foundation Waterproofing and Dampproofing Z be com atible with the erformance of the conventional framed system. Engineered design in accordance with the International q PP g 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 mason foundation dam roo g, p q ' p , P P tructure�s and arts thereof included in the scope of this code. of not less than 30 inches by 30 inches at the showerhead. contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be s elled �' PP fin Exce t where re uired to be water roofed foundation walls that retain U Building Code is permitted for buildings ands p , visions of this code usin 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within out. Each character shall be not less than 4 inches in hei ht with a stroke with of not less than 0.5 inch. Where re uired b R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind pro g ea an enclose interior spaces and floors below grade shall be dampproofed from the higher of (a) the top of the � 6 feet 4 inches of the finished floor. the fire code official, address identification shall be rovidedg in additional a roved locations to facilitate emer enc res onse. Y 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. P PP 9 Y P cted to meet the re uirements of the lar a missile R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole u J LL. h II be rote 9 R301.2.1.2 Protection of openings: Window glazing in windborne debris regions s a P q d rds or hazardous locations for the purposes of glazing. or other sign or means shall be used to identify the structure. Address identification shall be maintained. R406.3.3 Porous FII. The space between the excavation and the foundation wall shall be backfilled with porous fill u to a hei ht of ~ test of ASTM E1996 & ASTM E.1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting stan a ANSI DASMA 115. R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a P 9 O one-half of the backfill) heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water Z E ce tion: Wood structural anels with a thickness of not less than 7/16" and span not more than 8'-0" shall be permitted for hazardous location where the bottom exposed edge i the glazing r less than 60 inches above the floor. Section R321 Elevators and Platform Lifts seepage while avoiding infiltration of fine soils. The remainder of excavated area shall be backfilled with the same type of P P d o the framin surroundin the o enin . Panels shall be predrilled and . Where the glazing is within 24 inches n either side of the door in the plane of the door ie a closed position. R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall soil as was removed during excavation. ❑ opening protection. Panels shall be precut and attache t g 9 P 9 2. Where the glazing is oo 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 secured with the attachment hardware provided. inches of the hinge side of an in-swinging door. Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. TABLE R301.2(1) R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above 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. Section R322 Flood Resistant Construction R408.4 Crawl s ace access ane) to be min. 18" b 24". 0 enin s throu h erimeter wall shall be not Mess than 16" b 24". SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean a hazardous location. P P y p g g p y F7 GROUND wind Design SEISMIC FLOOD 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 '`/-H SNOW SPEED To o ra hical S ecial Wind DESIGN FROST LINE DESIGN UNDERLAYMENT 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 " LOAD Effects e CATEGORY WEATHERING DEPT}{ TEMP REQUIRED Index Temp 1. Glazing adjacent to walking surface and rail is installed 34 38" above landing. structures in floor hazard areas, shall be desi ned and constructed in accordance with the rovisions contained in this section. R502.2.2 Blocking and subflooring. Blocking for fastening panel edges ti fixtures shall be a minimum of utility grade lumber. �'� (mph) Wind bourn Subfloorin shall be wood structural anels as s ecified in Section 503.2. Freblockin shall be of an rade lumber. 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 g P P g y g O ,. zone most restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be designed R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max, where beam is not located under wall to Section R310 Emergency Escape and Rescue Openings and constructed in accordance with ASCE 24. allow for piping or vents. ^ � MODERATE SLIGHT TO 10 �.,.L4 � T 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 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 I-' P••"1 ONE EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION R310. (Egress window & window well) unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that such than 3 inches of bearing on masonry or concrete or alternatively, the ends of joist shall be supported on a 1"x4" ribbon W re ate o R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and enclosure is not built so as to render the building or structure in violation of this section. strip and shall be nailed to adjacent stud. � R301.2.1.4 Exposu c g ry R 322.1.6 Protection of mechanical, lumbin and electricals stems. Electricals stems, e ui ment and com onents• heatin ventilatin air R502.7 Lateral restraint at supports• Joists shall be supported laterally at ends by full depth solid blocking or by attachment to 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the rescue opening. P 9 Y Y q P P e 9. � /� r B shall be assumed unless the site meets the definition of another ex osure. R310.2.1 Minimum opening area. Emergency and escape rescue openings 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. m Q J size of single family dwellings or larger. Exposu e P i ore than 1500 feet. feet. The net clear height opening 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 [�] 2. Exposure C. Open terrain with scattered obstructions having a height less than 3fl feet extend ng m inches. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and glue-laminated members, cross-laminated timber members or I-joists are prohibited except where permitted by the ❑ Exposure D extends downwind 600 feet from the partially obstructed area, Includes flat open country and grassland. O Window sill hei ht. Where a window is rovided as the emergency escape and rescue opening, it shall have a sill height of plumbing fixtures; duct systems; and other service equipment is permitted below the elevation required in Section R322.2 or manufacturer's recommendations or as shown on these drawings. 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. R310.2.2 9 P where the sill hei ht is below rade it shall be 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 Desi n. Wood trusses shall be desi ned in accordance with a v not more than 44 inches above the floor, g g P 9 g ppro ed engineering practice & be prepared by a Exposure D extends downwind 600 feet from the unobstructed area. accordance with Section R310.2.3. to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding to registered truss design professional where required by the statues of the jurisdiction in which the project is to be MMM""���� 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 U Internee unsu orted bearin vrall 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 elevation provided that they conform to the provisions of the electrical part of this code for wet locations. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to 6n Y PP 9 fully opened. Section R506 Concrete Floors (On Ground) Z exceed these limits as permitted by Chapter 6 provisions, provided that story heights are not exceeded. An engineered design with a vertical de th rester than 44 inches shall be a ui ed with a permanently affixed minimize or eliminate infiltration of flood waters into the system in accordance with the plumbing provisions of this code. shall be rovided for the wall or wall framing members where the limits of Chapter 6 are exceeded. Where the story height limits R310.2.3.1 Ladder and steps. Window wells P 9 4 PP R506.1 Concrete slab on grades to be min 3-1/2 inches thick. I- P ladder or Ste s usable with the window in the fully open position. Ladders or rungs 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 of this section are exceeded, the design of the building, or the noncompliant portions thereof, to resist wind loads shall be in P than 3 inches from the wall and shall be s aced not more than 18 inches on center coverings below the elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushled concrete or crushed H than 12 inches, shall project not less P blast-furnace sla ossiro- a 2-inch sieve shall be laced on the re ared sub rade where the slab is below accordance with the Building (:ode, vertically for the full height of the window well. provisions of FEMA TB-2. 9 P ] P P P 9 grade. � Drains e. Window wells shall be desi ned 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 ore below the Exception: A base course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils I- U R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, R310.2.3.2 g 9 classified as Group I according to the United Soil Classification System in accordance with Table R405.1. Z Item 1 or 2. The common wall shared b two townhouses shall be constructed without plumbing or mechanical equipment, ducts required by Section R405.1 or by an approved alternative method. - - design flood elevation shall: y R506.2.3 Va or retarder. A 6-mil 0.006 inch of eth lene ora roved va or retarder with amts la ed W d shall extend to and be Exception: A drainage system for window wells is not required where the foundation is on well drained soil or sand gravel 1. Be used solely for parking of vehicles, building access or storage. P ( ) P Y Y PP P j ad not less than 6 inches 2i ti vents n the cavity of the common wall. The wall shall a rated for fire exposure from both sides an accordance with the United Soil Classification S stem, Grou I soils, as detailed in Table R405.1. 2. Be rovided with flood o enin s that meet the followin criteria and are installed in accordance with Section R322.2.2.1: shall be placed between the concrete floor slab and the base course or the prepared subgrade rNhere no base course � tight against exterior walls and the underside of the roof sheathing. Electrical Installations shall be in accordance with Chapters mixture soils In Y P P P 9 9 2.1 The total net area of non-e ineered o enin s shall be not less than 1 s uare inch for each s uare foot of enclosed area exists. The vapor retarder is not required for Garages, utility buildings and other unheated accessory structures. 0 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. 9 P 9 q q � O R302.4. R311.7 Stairways where the enclosed area is measured on the exterior of the enclosure walls. fires rinkler s stem in accordance with Section P2904 is rovided, the common wall shall be not less than a 1-hour R311.7.1 Width. Stairwa s shall be not less than 36 inches in clear width at all points 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 0 1. Where a p y P Y R602.3 Design and construction Components of exterior walls shall be fastened in accordance with Tables R602.3 1 throw h fire-resistance-rated wall assembly tested in accordiance 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 ( ) 9 2. Where a fire s rinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a shall be not less than 31 X 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 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 the requirements of this section. TABLE R6023(1) FASTENING SCHEDULE MINIMUM MINIMUM FIRE R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. I IPT A NIN 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. (a,b,c,d) �F 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of FIRE-RESISTANCE RATED 1 HOUR 0 feet R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 Y44 inches shall be provided on stairways with solid the lowest horizontal structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL WALLS NOT FIRE-RESISTANCE RATED 0 HOURS t5 feet bracing, is elevated to or above the base floor elevation plus 1 foot or the design flood elevation, whichever is higher. ^ � ,� risers. 2. CEILING JOISTS TO TOP PLATE w 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 THREE 8D COMMON. TOE NAIL I- M o M 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 o N N M CO N 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 tum. 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 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 4ess than 26 comply with section R325.6 THREE 10D EACH FACE NAIL wALls P 6i R 325.3 Area limitation. Thea re ate area of a mezzanine or mezzanines shall be not reater than one-third of the floor area of the 6. RAFTER OR ROOF TRUSS TO PLATE NOT FIRE-RESISTANCE RATED o HouRs 3 feet inches and the walkline radius is not greater than 24� inches. Each tread shall have a de th of not less than Inches at gg g g THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL the walkline. All treads shall be identical, and the rise shall not be more than 9} 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. RAFTERS 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. TWO 16D COMMON. END NAIL 8. STUD TO STUD (NO AT 8WP) 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 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. ) 16D COMMON AT 16"O.C. FACE NAIL Z Z Z Z z 10. BUILT UP HEADER, TWO PIECES 0 0 0 0 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: 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL FO rn rn Fn F5 V3 Exce tion: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL w w w w w w P floor area of the enclosed $ ace is not reater than 10 ercent of the mezzanine area. o' o 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 P 9 P 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 assn a of a s here 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 P 9 P 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL � board is installed directly beneath the roof decking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above in accordance with Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. ON EACH SIDE OF END JOINT 2e MIN LAP SPICE o attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or walls and the finished floor and greater than 72 inches above the finished grade or the other surface below on the exterior of the R401.4.1 In lieu of a com lete eotechnical evaluation footin s shall be laced on rock, sand ravel and or ravel, sand, silt sand, ( `LO any openings or penetrations in the roof are not within 4 feet of the common walls. P 9 9 P 9 / 9 Y LENGTH EACH SIDE OF END JOINT) !n 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 � 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 g 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL 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 g P P g P 9 on soil that consists primarily of clay ss silt or 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 Exceptions: R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment FOUR 8D COMMON. TOE NAIL � [��] 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 n below grade. 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL W o enin area of the window unit to less than the area re uired b 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� c) 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 p g q y 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL � � R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed 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 Fre Sprinkler Systems with stud bearing walls, isolated plain concrete footings supporting columns or pedestals are permitted. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"0/C TOE NAIL 0 O O m 27. BUI T UP I _ l 'n a hei ht of three stories above rade lane shall be R 403.1.6 Foundation Anchors e: Wood sole lutes at exterior walls on slabs and all wood foundation wall sill lutes shall be anchored L G RDERS AND BEAMS (2X LUMBER) 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER Building Code. Fire-resistance-rated floor/ceiling and wall assemblies shall extend to and be tight against the exterior wall, and wall R313.1 Townhouse automatic fire sprinkler systems. Townhouses have g g g P g P P W ❑ 28. 2X LEDGER w assemblies shall extend from the foundation to the underside of the roof sheathing. with 7�i inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL Y equipment throughout with an automatic sprinkler system. Exce tions: concrete and located in the middle third of the width of the plate. A nut and washer shall be tightened on each anchor bolt. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON WALL 6" o c at ed es and W P R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in ( ) / g w Iw-• 1.A fire-resistance rating of � hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed accordance with Section P2904 or NEPA 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 ROOF, AND WALL SHEATHING TO FRAMING n I� = Q 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 each plate section. Plates shall be protected against decay and termites. SD COMMON (ROOF) 12"o/c at interior Z v ❑ 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. 8D COMMON (SUBFLOOR) supports (see note f) O 0 - w 4 1 a. All nails are smooth common box or e CO construction of such assemblies shall have an equal or greater fire-resistance rating. R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section TABLE R 04.1.2( ) d formed shanks except where otherwise stated. Nails used for framing and sheathing W o 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), p r T 1 z self-closing device. Doors from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing MAXIMUM UNSUPPORTED 90 ksi for shank diameters larger than 0.142 but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. Q device. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of HQGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT d. 4-foot-by-8 foot or foot by 9 foot panels shall be applied vertically ❑ � J R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be dwelling units where the building is of Type V construction. Sidewall sprinklers that are used to protect such areas WALL (FEET) f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end U constructed of a minimum No. 26 gage sheet steel or other approved material and shall not have openings into the garage, shall be permitted to be located such that their deflectors are within 1 inch to 6 inches below the structural 58 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY walls and 4 inches on center to gable end wall framing. W = N 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 N0. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY N V 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. P j 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 . 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 0 m shall not apply to garage walls that are perpendicuNar to the adjacent dwelling unit wall. of two floor lus roof ceilin assembl . Exce tions: Where desi ned b In accordance with ecce ted en ineerin ractice or Lit 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 p / g y p g y ' p g g p § J e X sum board areas. Garage ceiling: 5/8 typ gyp 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 � 9 v R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than TABLE R404.1.2 8 Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls 200. R30.9.2: Watl & Ceiling finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when spaced at 16 inches on (� ❑ ❑ cn wi h U 20 center and 20 feet where spaced at 12 inches on center. U5 ... ..... . . . . .... be listed in accordance t L MINIMUM VERTICAL REINFORCEMENT BAR R602.3.2 To late. Wood stud walls shall be ca ed with a double to late installed to rovide overla �n at corners and W E84 or UL 723. R314.3 Location. Smoke alarms shall be installed in the fallowing IOCatiOnS. SIZE AND SPACING (INCHES) P P PP P P P PP 9 intersections with bearing partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates 0 �FtED qR R302.11 Fire blocking shall be provide] in wood-framed construction in the following locations: 1. In each sleeping room. 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 _ 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as 2, Outside each separate sleeping area in the immediate vicinity of the bedrooms. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH U �5 BERT C y/� follows: Do not backfill with on soil containin silt or cls width of the studs. O h 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) Y g Y' ~ Q` �C� WALL THICKNESS (INCHES) R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & Q �y � 1.1 Vertically at the ceilinlT and floor levels. contains a bathtub or shower. g 10 12 bored hole limitations for exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior W c� _, 1.2 Horizontally at intervals not exceeding 10 feet. 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent = �It 3. In concealed spaces between stair stringers at tie 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 non bearing walls & figure R602.6.1 top plate framing to accommodate piping. 16 gage and 1.5 inch wide metal tie 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed 9 8 5 ® 41 NR NR fastened across and to the plate at each side of the notch with 8-10d nails each side. Follow manufacturers Section R302.7. specifications for engineered products. (figure R602.6.1) N - 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free cooking appliance. 10 s s ® 41 5 e? 22 NR ' passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally '9� 8�o y0 requirements. from a permanently installed cooking appliance. NR denotes no reinforcing required. ❑ F NES 5. For the fire blocking of clhimneys 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. Fre blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. cooking appliance. R302.11.1 Freblocking 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 on individual dwelling unit JOB MBER following materials. in accordance with Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm ® "� �O 1. Two-inch nominal lumber. will activate all of the alarms in the individual dwelling unit. T T 1 2. Two thicknesses of 1" nominal lumber with broken lap joints. �J NITS 9 5 MODEL W Section R315 Carbon Monoxide Alarms �� 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. c: r I) I" �,��' SHEET NUMBER t.., l..f...I�L:J L� L�- �E _ 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 5. One half inch sum board. Z gyp l 6. One quarter inch cement (based millboard. 9 M®DEL A l "�r Z t.,..f 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely �I F,l � U retained in place. W COPYRIGHT GRCH ARCHITECTURE P.C.- 2017:9 -AldL,RIGHTS�RESERVED TRUSS IDENTIFICATION SIGN ^ ' TABLE R602.3(3) F_ W Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (o,b,c) Z N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and P2607.2 Pres 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 LU e�1, 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 P MINIMUM NAIL PANEL NAIL 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 E SPACING (mph) 2. A flashing of an approved elastomeric material. 6" DIA. U m MINIMUM MINIMUM MAXIMUM WALL than 6 inches (153 mm) below grade. 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 6 SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) frim the tank will cause damage, the tank shall be installed in a an constructed of one of the following: PANTONE (PMS) X187 Z V (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. g P g' RATING (INCHES O.C.) (INCHES O.C.) TABLE N1102.1.2 (R402.1.2) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. N - c B C D Insulation and fenestration Requirements by Component 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. o � s 3. Other approved materials. o �4 "� m 8d 1 75 24/16 7/16 16 6 12 170 140 135 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 flames read index of 25 or EFLECTIVE � 0 > - v,� COMMON ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE P P 9 9 P z N ' o 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. �. RWHITE � .- N . (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 Z 0 N 5 Z - 1/4" L- Q.(n •- °) MARINE T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. R802.11 Rafter or truss uplift force. 1/2" 0 o c-° `r at 16"o c in 130mph wind speed. Roof pitch > 5/12 Exposure 6 N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the TRUSS IDENTIFICATION SIGN STROKE For rafters / P p 42 48 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 N - Span (ft) 12 18 24 28 32 36 U co co 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 DISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN � 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 to Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. DIAMETER,WITH A STROKE CONWDTTENTS S 1 2. THE SIGN BACKGROUND SHALL O REFLECTIVE WHITE IN 20 percent of the total insulated ceiling area, whichever is fess. photovoltaic or solar thermal system. COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE (D v P4 _n R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in N11022.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl MATCHING SYSTEM(PNS)/187. .accordance with ASTM C 1002 and shall penetrate the wood not less than 5/8 inch. spaces shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Section T103 Solar-Ready Zone SECTION 1265.4.SIGN OR SYMBOL 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 d R702.4 TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT. IS AFFIXING THE SIGN OR R702.4.2 Backer boards. Materials used as backers for wall tile in tub and shower areas and wall panels in shower area shall be of requirements of Table R1102.1.2 based on the applicable climate zone specified in Chapter 3. 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 SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY d in Table R702.4.2, and installed in accordance with the manufacturer's recommendations. 1 02,2,8 R402.2.8 Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the mandatory access or set back areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL materials listed N 1 ( ) 9 TABLE R702.4.2 subfloor decking. three stories or less in height above grade plane and with a total floor area less than or equal to 2,000 square feet (185.8 m2) TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR Backer Board Materials N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall per dwelling shall have a solar-ready zone area of not fess 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 SYMBOLREQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE MATERIAL OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE 0 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 Fre Code. � PANELS ASTM C 1278 N1 102.4.2 (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 RUSS SPECIFICATIONS: () FIBER REINFORCED GYPSUM PANEL. NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested equipment. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE � and listed for the fireplace. Tt 03.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the BUILDING CODE. 0Y NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 construction documents. I-_ TABLE R703.8.1 T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual ole `IOTA 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. 0 TABLE N1102.4.1.1 (R402.4.1.1) P P P P Z Allowable Spans for steel lintels supporting masonry veneer circuit breaker for future solar electric installation and shall be labeled "For Future Solar Electric". The reserved space shall be 0 Air Barrier and Insulation Installation 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: 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) a,c (inches) I ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. D + L (EQUATION 16-9) O 000/4s'-o" a'-s" 3'-0" THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. D + S (EQUATION 16-10) 1 Lor a'-o" 5'-0" 4'-s" /1 BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED.:3x1/4 At least one installed at the front and back of dwelling units. D + .6W (EQUATION 16-12) LL IJ J CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) 0 C1r'' / GAPS IN THE AIR BARRIER SEALED. least one receptacle outlet is required for each cars ace in a garage. z L5x3.5x5 �s �o'-o" e'-o" s'-o" 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 L6x3.5x1/4 14'-0' s'-s" 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 ❑ a. Long leg of the angle shall be placed in a vertical position. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. CATEGORY B. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. C. Minimum bearing to be 6'. KNEE WALLS SHALL BE SEALED. DESIGN LOADS: TABLE R301.7 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: f 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. Adhered masonry veneer shall comply with the requirements o DOORS SEALED. THE FOLLOWING LIVE LOADS: ALLOWABLE ASCE7-10 TCDL = 15 PSF, BCLL=IOPSF, 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: RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF: STRUCTURAL MEMBER DEFLECTION ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. 1. Minimum of 4 inches (102 mm) above the earth GROUND SNOW LOAD 20PSF FROM FIGURE R301.2(6) 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 MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". plastic with a minimum vertical attachment flange of 3 % inches (89 mm) shall be installed to extend a minimum of 1 inch (25 GARAGE AND CANTILEVERED Rafters having slopes greater than L/180 �� (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS 3:12 With no finished ceiling attached O P FLOORS) PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) g TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN 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 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. � r, 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. I`_ 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 3. REQUIRED BEARING WIDTHS. THE DRYWALL, AIRTIGHT AND IC RATED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF Floors and Ceilings w/ brittle finish L/360 4.1. TOP CHORD LNE LOAD OR SNOW LOAD. � every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel shall be 12 4.2. TOP CHORD DEAD LOAD. feet 8 inches, with max 7:12 roof pitch. See figures les. The & R703. height SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.3. BOTTOM CHORD LIVE LOAD. r/'� FJ 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. Exterior Walls with plaster or stucco finish L/180 4.4. BOTTOM CHORD DEAD LOAD. m `+ J ��./ mortar or rout and extending irto 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 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. w g ❑ O outside face. minimum tie size= 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 ROM FIGURE 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: f FROM FIGURE 301.2.2 (exempt 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. PP from seismic provisions of code per Exterior WaIIS With flexible finishes L/180 6. EACH REACTION FORCE AND DIRECTION. > �� horizontally and 24 inches on center vertically. N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage P h foundation wall or slab and at conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate R301.2.2) 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the between n p 9 9 - Lintels supporting masonry veneer L/600 EXCEPT WHERE SYMMETRICALLY P4 other points of support., including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. U oth p pp 9 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. 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. � 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. H R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of fess 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. F_ and walls closer than Polypropylene feet (;idin mm) to a building on another lot. of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. Section N1103 (R403) WOOD FLOOR TRUSS SPECIFICATIONS: 1•- U Exception: Walls perpendicular to the line used to determine the fire separation distance. Systems A B B R E�I AT I 0 N S 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. 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 THE BUILDING CODE. W 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 Z) 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 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN:(EQUATION 16-8) 0 R802.1.5.4 Labeling each piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain D R802.4.2 Framing details. Rafters shall be framed not more than 1 �/Z inches (38 mm) offset from each other to ridge board or directly Y P Y P Y P Y A.F. ADJACENT(ADJUSTABLE E. EACH LVR. LOUVER R RISER D + L (EQUATION 16-9) with a collar tie. 802.3 Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall initially be programmed by the manufacturer A.F.T. ABOVE FINISH TREAD opposite from each other wit g 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 E.J. EXPANSION JOINT L.T.LTLAUNDRY TUB RND ROUND ANCH. ANCHOR ELEC. ELECTRICAL S.C. SAWCUT D = DEAD LOAD, L = LIVE LOAD, less in depth than the cut end of the rafter. At valleys and hips there shall be a valley or hip rafter not less than 2 inch MAS• MASONRY N1103.2 R403.2 Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe ELEV. ELEVATION SCHEM. SCHEMATIC (51 mm) nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported at ( ) P < ANGLE MAT. MATERIAL rin artition or be designed to car and distribute the specific load at that point. Where the roof heating systems shall have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. EQ. EQUALHELF FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: the ridge by a brace to a be g p 9 carry ARCH. ARCHITECTURAL MAX.MAXMAXIMUM SHLF TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF pitchis 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 MEC 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 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 9 (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 tier 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. STEEL TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN designed in accordance with accepted engineering practices. EE. EACH END 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. M.O. MASONRY OPENING STRUCT. STRUCTURAL R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue- SUSP. SUSPENSION 1. DEPTH, SPAN, AND SPACING. laminated where less than 3 inches (76.2 mm) in diameter. BM BEAM DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: MIL. METAL members, cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers Exception: Ducts or portions thereof located completely inside the building thermal envelope. BTM BOTTOM F/C FLOOR COVERING CHANGE recommendations or where the effects of such alterations are specifically considered. BLKG. BLOCKING SGD SLIDING GLASS DOOR 2. LOCATION B 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. FLOOR DRAIN N.I.C. NOT IN CONTRACT 3. REQUIRED BEARING WIDTHS. w � 6 r- � � R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be M1601.4.1. BRG. BEARING FDN. FOUNDATION (NTS) NOT TO SCALE SQ. SQUARE 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. supported lateral) b solid blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across Exceptions: BRK BRICK FUR. FLOOR TB TOWEL BAR 4.2. TOP CHORD DEAD LOAD. ¢ N ry is 17 N " Y Y 9 9 p o N M co �i the rafter or ceiling joists at intervals not exceeding 8 feet. BSMT BASEMENT FP FIREPLACE T & G TONGUE AND GROVE 4.3. BOTTOM CHORD LIVE LOAD. - ted on Ian. 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. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-O" unless otherwise no P 2. For ducts havingstatic pressure classification of less than 2 inches of water column 500 Pa , additional closures stems shall F.R. FIRE RATED TGS TOP OF GRADE SLAB Connect with tecos for header joist spans of 6'-0" and greater. P ( ) Y C.M.U. CONCRETE MASONRY UNIT FIRM FRAME OPER. OPERATOR TFW 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. 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 TOP OF FOUNDATION WALL R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, and insulation shall not block the free FT. FOOT / FEET OPNG. OPENING �,P 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. 9 9, button-lock types. COL. COLUIMN OPT. OPTIONAL TYPICAL 6. EACH REACTION FORCE AND DIRECTION. 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 N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. CONC. CONCRETE FTG FOOTING O.S.B. ORIENTED STRAND BOARD T TREAD TOWEL ROD 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR the vent. COND. CONDITION GA. GAUGE OZ. OUNCE TR TRIPLE EXCEPT WHERE SYMMETRICALLY N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 1OFF (41'C) GA. GALVANIZED TRPL or below 55'F (13'C) shall be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). CONT. CONTINUOUS 1/R ONE ROD LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Section R807 Attic Access G.C. GENERAL CONTRACTOR 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance CONST. CONSTRUCTION GEN. GENERAL 1/S ONE SHELF U.N.O. UNLESS NOTED OTHERWISE 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 have a with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation CTSK. COL'WTERSUNK vertical height of 30 inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall methodologies. GYP. PC POURED CONCRETE 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. C.O. CASED OPENING GYPSUM VERT. VERTICAL 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. be measured from the top of the ceiling framing members to the underside of the roof framing members. G.L. GLUE LAM PBD. PARTICLE BOARD VERIFY IN FIELD 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. Z75 FJ5 i55 i55 7/5 �5 O O O O O O N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 CANT. CANTIILEVER PL PLATE V.I.F. C.T. CERAMIC TILE HGT. HEIGHT WASHER w w w w w w The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a International Mechanical Code (as amended), the 2015 International Residential Code (as amended), or the New York City PNL. PANEL W WITH * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING rr g he readily accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 CLG. CEILING HDWR: HARDWARE W/ hallway or other y Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have C.M. CRCWN MOULD HORZ HORIZONTAL,HORIZONTALLY PWD. PLYWOOD WD WOOD ASSEMBLY, DRAFTSTOPS 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. HD.WD. HARDWOOD PF. PREFABRICATED WELDED WIRE FABRIC DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING m attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing C.R. CHAIR RAIL W.W.F. PR. PAIR MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: HR. HOUR WO OR W/O WALKOUT FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. N members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. Section N1104 (R404LO ) Electrical Power and Lighting Systems D DRYER HDR. HEADER PROJ. PROJECT / PROJECTED WNDW WINDOW MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. !R N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 90 percent of the permanently installed lighting fixtures shall contain only PENgY HB HOSE BIB PSI POUNDS PER SQ. IN. Section R902 Fire Classification DBL. DOUBLE PSF POUNDS PER SQ.FT. high-efficacy lams DIA. DIAIETER I.D. INSIDE DIAMETER TYPICAL ROOF & FLOOR TRUSS NOTES: R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C 9 Y P INGR. IN GROUND DTR. DIRELrTION P.T. PRESSURE TREATED roofing shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is fess than 3 Section M1305 Appliance Access ON INSUL. INSULATION QUAD. QUADRUPLE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF feet (914 mm) from a lot line. Class A, B and C roofing required by this section to be listed shall be tested in accordance with PP D011'N TME 108. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and DR. DOUR INT. INTERIOR REQ'D REQUIRED METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY I.- UL UL 790 or S REF. REFER TO REFERENCE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEIN YORK. photovoltaic panel 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 * Z R 902.4 Rooftop mounted photovoltaic panel system. Rooftop mounted p 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. U system shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 (762 mm by 762 mm) shall be provided in front of the control side to service an appliance. KSI KIPS PER SQUARE INCH * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS Y J 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 0 m R 903.2.1 Exposed wall 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 wall assembly. not more than 20 feet (6096 mm) long measured along the centerline of the passageway from the opening to the appliance. THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE > U w R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less CONNECTED WOOD TRUSSES. W � w 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, GRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF 8 YP SYMBOLS REGISTERED DESIGN PROFESSIONAL U � temperatures of 40 degrees Fahrenheit or higher, Ice protection requirements per table R301.2(1). Install ice & water M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for G RAP H I C Z p g * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS 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 shield. 9 �_ shall comply with code section M1502 listed and labeled in accordance with UL2158A. Exhaust duct size shall comply with code BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. LU slopes of two units vertical in 12 units horizontal 2:12) or greater. For roof section M1506. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: M R 905.2.2 Slope. Asphalt shingles shall tie used only on roofp STRUCTURAL CALC. REFERENCE o Z slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double DET DETAIL REFERENCE - All general notes unless otherwise noted on plans or product specifications. a slope a meat application on rt re uired in accordance with Section R905.1.1. G2415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping _ All applicable state & local codes, ordinances and regulations if any. ❑ �j Q y pp q SHT U drawings s o d address methodology,to a contractor or shall be bound to perform strict Cn U R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 is located less than 1 inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be FLOOR FINISH CHANGE attached, the pipe shall be protected b shield plates that cover the width of the pipe and the framing member and that extend In areas where the d g d not a dr m o gy, th co t p gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to P P P Y P P P 9 compliance with manufacturer's specifications and / or recommendations. _ LLI U that the piping asses J tY he framing membert 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 t gP P 9 P ARE TYPE - General contractors and subcontractors to review these construction documents upon receipt from architect p- c� less than '/, inch (19.1 mm) 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 / HARDW sidewall flashing. Base flashing against a vertical sidewall shall through continuous or step flashing and shall be not less than 4 less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing DET _ _ _ DET and report any and all discrepancies including any dimensional conflicts, immediately to architect for } R 905.2.8.3 g 9 9 member. BUILDING SECTION z m 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 prior to construction. _ ( ) 9 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. Where siding is provided on /� J f the flashing shall be continuous under the siding. Where anchored masonry veneer is (305 mm) horizontally of the vent terminal. Door stops or closures shall not be installed to obtain this clearance. < # �--•_ PARTITION TYPE - The general notes and typical details apply throughout the job unless otherwise noted or shown. (D U) the vertical side wall, the vertical leg o g v e with this section and counterftashin shall be G2427.8 A mechanical 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 c the opinion pe the - provided on the vertical sidewall, the base flashing shall be provided in accordance 9 provided in accordance with Suction R703.7.2.2. from or 1 foot above any door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be located not less than 12 inches above finished ground level. adjustment before proceeding with the work. Wp tend not less than 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 0 ��E�EIX'q C,S, overlapped not less than 2 inches (51 mm). Drip edges shall ex /+ ( ) from an 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 same character as for similar conditions that are shown or noted elsewhere on H ogERT y� /� and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof Y P 9 9 PP P P deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed hour shall be installed with a 9 inch vent termination clearance. the construction document set. Q over the drip edge along eaves and under the drip edge along rake edges. The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches - All work is to be performed in a professional manner and in accordance with best practice and consistent W (Y �G�yc C� R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 from any air opening into the building. with manufacturer's and supplier's recommended installation procedures. _ ; "' I and 4 of this code. - The architect has not been retained to perform framing inspections and / or field inspection. The architect U 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 is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing W ". 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 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. ❑ T o238�o y0� PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER SOF NES Section R1004 Factory-Built Fireplaces building. 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 ("REGULATIONS"), 8 NYCRR 69.5, ENTITLED -SEALS', ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE R 1004.1 Factory built fireplaces shall be listed and labeled A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING 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 J NUMBER UNDER THE DIRECTION OF A LICENSED ARCHITECT 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. , TO ALTER AND ITEM IN ANY WAY. system has been specifically tested, listed and labeled for such use in accordance with UL 127. O O O 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 9 5 (MODEL Al ) & W material shall be installed in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving Q 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 CL N1101.10.1. --"[ 2 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. cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout 96 (MODEL Al ) Z the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with 0 numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam IIIW 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 ALIGNED WITH RAFTER, X CONNECT KING 5TUD5 TO TOP PLATE F_ cQ�,, 66-W TO MIN PAIR ROOF FRAMINl6 WRAP 1-1/4"X22 6A.6ALV.COIL STRAP ATT2x4 OR 2xb W ri-2o X 24"MN 6F 6PP05N0 RACERS OVER TOP OF TOP PLATE AND NAIL CRIPPLE 5RM ATTAM TO EACH PAIR 2x AGQ LEDGER W/2-3/8"x5" LAO DBI-TOP PLATE Ib"O.G. _ 8 ROOF RAFTER, BOLTS® fro"Or, INTO STUDS U ;t RAFTER R p � � 2X BLOCKING 0 U 51MP50N STRONG-TIE D A35 0 EVERY RR AT 2 END BAYS 2X4 STUD WALL OR Z U �' s ° CEILIN6 J015T OR 6ABLE END TRUSS U ° W/STROM6BAGK5 � � 0 "r � %mgm ° - - SIMPSON STRONG-TIE ++ ep PSN STIR" TRU%BOTTOM CHORD 51MP50N H2 CONNECTOR 0 EA. F_ .�.� (A SIMPSON STRONG-TIE H2 8D NAZIS - fil5 TE hb Tr 8d NAIL TVP. RD6E STRAPS OVLL fE ATTKM TO Wh PAIR OF OPP05W RAFf6t5. ALTERNATE TO RI06E STRAP, H3 0 EVERY RR 77 RAFTER TO STUD AND KIN65 _ TYP. (E%Gt TM:IRM 5TRAP9 ARE NOT RPI W MEN 011A T5 GP • +, 0 N >: PROVIDE 2X4 COLLAR TIE AT � � �o NOMINAL Dib OR 2X4 LLMITR ARE L06ATEP N THE LPITR niW X THE UPPER THIRD OF THE ATTIC SPACE (WEEN ALI6NF�) G5-22 STRAP AT ~ to m Z G FOR USE wEN 5'N[),AND U5E IN c4om NATION ONLY wEN STUDS AND ATTIC SPADE AND ATTK•FED TO EkA PAIR OF RAFTERS W/4-IDd NAILS IN 4-I0d AT EACH RAFTER) EACH STUD,SEE ODER Z V a cd rn -RAETBR5 AL16N 'RAET�RS DO NOT ALI6hl LS026 FOR 2xb RR DETAIL 4 L5U28 FOR 2x8,2x10,OR 2x12 '�� O Z' x M U Q o my FRAMED OPEN]ZC7 ❑ _ � N QR WINDF�^I OR C) M s CD -RIDGE STRAP DETAIL /����RIDCE 5TRAP DETAIL LU2b ON STRONG-TIE 2x4 5 2X6 E OR DOOR � (WITH OR WITHOUT DOLLAR TIES) LU28® EVERY GJ STUDS® Ib"O.G. (� (FOR CATH.CL65 WITHOUT COLLAR TIES) / 2 2x AGQ LEDGER W 3i8"x5" LA6 NO SPECIAL FT 0- r"N (�)N.TS. LOCATE AT E VERY'RAFTER / N.TS. LOCATE AT EVERY RAFTERBOLT 0 I6" OG INTO STUDS STRAPPING TO BE 1-1/4"X 22 6A. IN TH15 REA REQIN THIS AREAeW ver. 6ALV.,SEE DETAIL 4/01.ALL 5TRAPPIN6 � 5hP'OM STRONK� SIMI 50N STRONG LTS -Te // PORGH .ROOF GABLE END WALL TO BEAR A MIN.OF 10"ON FRAMING. - TE I6 OR 11105 M I%2•rt? 1, WP K U". APPLID / 80 NAILS TYP. / I 0 STRAPP i NCC DETAIL I I DETAIL AT ATTI G FOR USE WF�I5TUD5 AND USE IN COMBINATION ONLY WHEN STUDS AND ^/ ��` O IRAFTER5 ALI6N 'RAT=TERS DO NOT ALIGN N.TS. N.TS. 5TRAPPIN6 TO RUN ONTO RIM JOIST,SEE r F_ DETAIL q/DI(ONE STORY)OR ONTO STUD AT WALL BELOW(TWO STORY) \ F- I ANS TI�S HURRICANE G 18001= RAFTER. \ \ a o o Z N T5. LOCATED AT EVERY ROOF RAFTER ATT I G STRAPP I NC DETAIL � \ _ s ° Sf4°50N PoSr GAP YGQ3-4, I2 FOR FRAME GONNEGTI ONS o •° Ln USE ECL6(3-4 AT B•DS DI N.T5. I- ° M6TG45M 2ND F=LOOR / PRE-W » » 4-I6d FACE NAILS FROM z OR Ax)2x PROVIDE 3X3 6X3 WASHER PLATE AT ALL ANCHOR BOLTS W6486y 5EGURED BY WOOD 51LL PLATES. KING snm INTO HEADER ❑ / GOLUMN POST TOP ANGHOR � START NAILS THREADED ROD W/WA5HER PL5IMP50N FAB OR 5B ANGHOR ATE. MAY BE USED IN LIEU OF w �- EW LENGTH / N.T S. LOCATE AT L-1/t�J2Y GOLLMIN/6tRDE R GONNEGTION H�/2 5T PROVIDE 3"X6'xo36•&AW.STEEL PLATE t U 6-8D NAILS AT DORMERS AND INTER5ECTIN6 (L MIN / NJIIS WALLS. 3'X12"X.036'&ALV.51FEL PLATE W/ (4)NAILS MN.N i AT BUTT JOINTS IN (L"LBN6TI1 (TYPa - 1 T �`w�` (WALL HERE TTFERE 5IN6LE PLATE OR (WADER 5-100 NAILSTEACH END PAT �� 2Xb KIN&STUDS(UDN),aEAR EACH JACK STUD ~� 24'MINIMUM LAP SPLICE ONE AT SPANS UP TO 6 FEET O �1F1J6Tn MALS � TWO FOR SPANHS 6 TO 12 FEET 2_T/S• 5/8"O A301 ROD THREADED b'BOTH ENDS. THREE FOR SPANS 12 TO 16 FEET 2Xb JALK STUDS(UD N):FFM .� ` PRENT 3/4"AND I"ROD AT 51MP50N STEEL 5TRON6 WALL,5EE PLANS 12-160 MIN.NAILS ONE AT SPANS<b' W pam MN END G � AT ALL SPLICES TWO AT SPANS FROM b'TO 12' DISTANCE GF T/S �- LTD LENGTH IST F=LOOR NAILS THREE AT SPANS> 12' U) F� r MN -I SIMP50N P05T BASE UNLESS NOTED OTHERWISE ON PLAN ABU44 OR ABU66,SEE PLAN 2X3/e X3 WASHER PL W/NUT EACH 51DE Q UPPER STORY SHEAR C0 (� (4)NNIS MM N \_G5-22 COIL STRAP i ( - - HALL TO GIRDER EXTERIOR WALL ❑ W �`"`gym(�' 1 _ ALTERNATE ANCHOR BOLT DETAIL @ BELOW GONNECTION O F=LOOR TO F=L.00R TIES I FOR SET BACK HALL5 HDU HOLD-DOHN5 AND 5TRONG HALL HEADER GONNEGTION ►� 2 ,( DOUBLE TOP HALL PLATE 5PLIGE DETAIL q�N.T.5. I IN MUM EMBEDMENT OR EXPANSION I N.TS. I"y I 16 LOCATED AT E1/ERY STUD I \\ FOUNDATION BOLT W/5'MINIMUM EMBEDMENT N.TS. N.TS. N.T.S. COL STRAPS UM SIVTFft PROVDE Sd COMMON(0-N x 25•LONE)NAL5. \ COL STRAPS OgR SffAM*PRNM IOd CN40N(0.131 x 3 LONG)NALS. I \\ H \ GOLUMN POST BOTTOM ANGHOR I- N•T 5• LOCATE AT EVI=RY COLUMN/6FRDBR GONNEGTION , I: ALLOWABLE HOLE - U) \ BD NAIL®b'OIG AT ALL PANEL ED6E5 \ TO sa N0ts OE N� IbD NAIL®24'0/G 16D NAIL® 24"O/G LVL Headers and Beams As PHIL wr6m. HIP RAFTER, Xe 056 OR PLYWOOD W Rc RArr� 51MP50N HGP HIP 5�PLAN 5HEATHIN6 Microllame LVL I (A)N1AL5 MN N CORNER TIE INTERIOR 1.3E TimberStrande and LSL hole zone Parallame PSL 2 x diameter of the NOTE:WHERE 24'WIDE MINIMUM PULL HE16W I f2 LENSTN(TYp) Y3 depth U WALL RETURN IS F'ROVI[DFJD AT LTll75 OF I hole zo largest hole(minimum) O BRACED WALL LINE THE 800#HOIAOM MAY I `" BE ELIMINATED. PROVIDE TWO(ONE AT EACH 13/4'MIN I7"LE1N5Tf1(MN) J SD NAIL®b"0/G INTERIOR - - - SIDE)05-22 STRAPS PER DETAIL 4 IN LIEU OF I 51M`5ON BP WASHER ° o AT ALL PANEL ED6E5 d LSTA36 STRAPS SHHOWN IN THE DETAIL. NAIL SHEATHING TO - - - I SILL PLATE IN 8d 2X ACO SILL PLATE. DOUBLE o EXTERIOR 6YP5uM BOARD o - - - - - - rro NAILS o 4"0/GSILL AT Fill L BASEMENTS 0 Microllame LVL and J T`MI IIKH SB�oLTDS STEEL 2--VOL.. - - - - - ,Nuc STRry r0 RPrfHt 8MEN1BER5 NOT AT PANEL 6E5 Ix b RAT VN LEY EMBEDMENT EXTEND BOLTS MIN.T'INTO G5 22 COIL STRAP CPN Parallame PSL allowed hole zone EDN.WITH TIGHTBED NUT d middle Y3 span 3'x 3'WASTER TO EACH BOLT. (2)2 x 0 ALC( 6 4-A LTP4 RATE NAL®TO St�.aON COL 6TRM 15/32"05B OR IN51DE CORNER OUTSIDE CORNER PROVIDE TERMITE SHIELD SILL RIM AAD SILL RATE 0 W0/G PLYWOOD 5HEATHIN6 d 1.3E TimberStrande LSL allowed hole zone d r- #4 CONTINUOUS,BAR 5LL RATE AT FAGn RIMER WHERE LSTA36 W/10-IOd NAILS SEAL AND MAINTAIN 8"MIN. INTO STUD ABOVE AND LOCATED 2'TO b• WL 1 RR T^E 13-r5. PLAN VIEW PLAN VIEW M o `� ri o FROM TOP OF WALL FROM Nb TO FINI5F�GRADE NAL A5 PHIL rlplP D�'p WfGA1. 13ELow(2 ,coRrE+� NOTE, General Notes a N N � N CR Tall=2,5180# GOIL STRAPS UN M SHEATHIN6 PROVIDE:8d COMMON(0.131 x 25-LONG)NAILS.COIL EXTERIOR HALL TOP �/ /� � � " " °° " EXTERI V CORNER HEADER MAXIMUM ROUND . Allowed hole zone suitable for uniformly loaded 5i;=FOUNDATION PLAN STRAPS OVER SFEATHIN6 PROVIDE,IOd COMMON(0.131 x 3'LONG)NAILS. V I� L I` LAY-OSIER OR FALSE VALLEY PLATE HIP GONNEGTI ON DEPTH HOLE SIZE headers and beams only. N GTORS TY�PlA�L ANGHOfi` BOLT ly STUD TO RIM JOIST TO SILL PLATE I� STRAPPINO DETAIL HALL FRAMING 4�" • No holesnd incales nilnd STORY GORNER GON77 5�" 1%4" • No holes in cantilevers. 8 NtrS. ICJ N.T.e�. N.T.S. 7Y4 11 to 20" 2" • No holes in headers or beams in plank orientation. N.T.S. LOCATED AT E VERY CORNER N.T S. LOCATION A5 NOTED N.T.S. LOCATE AT EVERY STUD NTS 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(BWU ARE REQUIRED IN EACH DIRECTION OF A BUILDING. BWLS SHALL NOT BE SPACED EXTUM STRAP AND WALL 6tEATHIN6 n WETDED STRAP AND WALL OVTHINO O O O O O O MORE THAN bO FT APART. WALLS WITHIN A BNL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A SHL. BWL LOCATIONS ARE NO TO TOP OF POM( WAINTE: .. IF L51T��_I Nom• TO TVP OF POM(WALL. IF USED-��I I j 5 755 j 5 5 INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE Lu w w w W w 56P50N DTTIZ NICLDOHIR4 AT G5-+NSP MACM A BRACED WALL PANEL(BHP)SHALL BE6IN WITHIN 10 FEET OF EACH END OF A BWL. THE 015TANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER WALL IDD PANEIS(TYPE A)t-Pj A5 REQ ED6E5 OF BWP'5 SHALL NOT BE OREATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF THO BHP ON EACH BWL EXCEPT AT f° 0 AT$ACIP WALL PETALS G MD D. WALL5( 16 FEET LONG MAY HAVE ONE 48"OR LON6ER SHIP. BWPS ARE TYPICALLY G5-W5P SHEATHED BRACED WALL PANELS 0 (TYPE A)OR GYPSUM BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BW TYPES A 3 ON WIDE LVL HEADER(SEE PILAW o ® 8 IOD NALS AT PTTIZ AND B DO NOT QUALIFY DUE 70 MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL GONTRIBUTItN6 LENGTH OF BWP 15 REQUIRED. GOMTNl011r TO OUTSIDE OF PANEL 53 0 °® BHP TYPES ARE INDICATED ON FLOOR PLANS. ® -318'0 THREADED ROD _ V ® G5-WSP CONTINUOUSLY SHEATHED BRACED WAIL PANELS(TYPE A)SHALL MEET Z z NOTE,HERE 24'WIDE MINIMUM FlAJ HEIGHT THE MINIMUM LENGTH REQUIREMENTS OF TABLE 8602.10.5. NAIL I(6 MINIMUM HALL CONTINUOUS DEIIV4MIN DEEP HEADER W < GON1TIPlllOT (IVa"MIN DEEP HEADER W WALL RETURN ERE IS PROVIDED AT ENDS OF 5HEATHIN6 WITH 8d NAILS a b"01G(EDGES)AND 12"O/G(FIELD)AND PROVIDE 2X OUTSIDE KING STUD(SEE PILAW OUTSIDE KING STUD(SEE PLAN) PNB.EDGE H� G5-N5P BURNED WALL LINE THE 800# BLOCKING AT ALL UNSUPPORTED PANEL I7�6E5. PROVIDE 800 POUND HOEDOWN FASTEN J'SHEATHIN6 TO HEADER IN o NAILSTEN�' 3'0/69HEATIN E C LEADER VU Z Q� PER DETAIL 19 O L 20 UP ENDS OF BRACED WALL LINES THAT DO NOT HAVE a 8D NAILS o 3'0/0 IN EACH DIRECTION a 8D NAILS 0 3'0/G IN FAGH DIRECTION KILL MIN PANEL. W HOEDOWN MAY BE ELIMIMATI�. HEIGHT(FT) WIDTH"L' EITHER A 24"MINIMUM FULL HE16HT HALL RETURN OR A 48'MINIMUM BHP. LU SIMP50N ILSTA24 STRAP ON BOTH SIDES APD 51MPSON LSTA24 STRAP ON UNSHEATFED TRIM TOP OF PANEL AS RCQb a V EACH OF HEADER TO JACK 51W W/16-1011 NAHS FACE VU I6-IOD NAILS " O TABLE 8602.105 MINIMUM LENGTH REQUIREMENT5 OF CrWSP to y 32" b I/4'sD5 SCREWS; O W CONTINUOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER W/2 Z 2 FASTEN TOP PLATE TO HEADER W/2 Z 10 34" ILL! o ROWS OF I6d NAILS o 3b/G ROVES OF Ibd NAILS o 320/6 I I 38" PORTAL SIDES(455TR4P5 PER PANED > Y WALL AJAGENT CLEAR MINIMUM LENGTH OF O v O (2)JACK STUDS MIN.OR PER PLAN 12 42' W w � HEIGHT(FT) OPN6 W16HT BRACED WALL PANEL �j (2)JACK STUDS MIN.OR PER PLAN CL / J /fl 0 -51MP50N CNN COUPLER NUT <b4' 24� 1= O SIMP50N 5WSB STPON644ALL 53 Z � U � F- BLOCKING AT PANEL ED6E5 b �"0&): 36- O BLOCKING AT PANEL ED6E5 PANEL SHALL HAVE A LENGTH'L'OF NOT 6LOGKIN9 AT PANEL ED6E5 • GYPSUM BOARD "6B"BRACED WALL PANELS(TYPE B)SHALL BE PANEL`SHALL HAVE A LEN6TH 7L*OF NOT PAWL,VERIFY PANEL 15 PWMB (� w <64 27• LESS THAN Ib'FOR 8 FT WALL,18'FOR 9 LE55 THAN Ib'FOR ONE STORY AND 24'FOR U) I� NOTE,DETAIL APPLIES TO 48'MINIMUM IN LEN6TH ON BOTH 51DE5 OF HALL PER TABLE O FIRST FLOOR OF TWO STORY APPLICATION. W n O -3/8"O ANCHOR BOLT OR q 64'TO 80' 30' O FT WALL,AND 20'FOR A 10 FT WALL SEEBOTH EN05 OF HEADER ADHESIVE ANCHOR 80•TO qb" 41" Rb02.105. SECURE Y2"GYPSUM BOARD WITH bd COOLER NAILS, O 51 PLAN FOR ACTUAL LENGTH' PLAN FOR ACTUAL LENGTH. -I Z Ogl5"X IVa"GYPSUM BD NAILS,OR.OqB"X 1% ANNULAR RINGED �L IF WIDTH TO HE16W DIMENSIONS ARE IF WIDTH TO HEIGHT DIMEN510N5 ARE _ <b4" 30• EXCEEDED THEN DETAIL°P'TO BE USED. -- 10 64'TO 80' 30" NAIL 5®-f-O/C(EDGES)AND-("O/G(FIELD). BLOGKIN6 15 NOT EXCEEDED THEN DETAIL'P'TO BE USED. ❑ u' r• 64'TO qb" 38 REQUIRED AT UNSUPPORTED PANEL WOES WHEN PANELS ARE - " N J INSTALLED HORIZONTALLY. PROVIDE J015T OR TRU55 OR FULL - I�rINU IN6HEADER I5 USED ALL a BOTH OPENIN65 TF@l MIDDLE WALL 9 � "Partial credit for Panels 36"to 46"wide per R602.10.5.2 HEIGHT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALLS. ONE JACK AND KING STUDS ONE JACK AND KING STUDS BRACIN615 NOT REQb °L" EQUAL 'TO Iii v � TYPICAL HOLDOH�d DETAIL AT CONTINUOUSLY SHEATHED WOOD 71 or 12 TWO KING STU05 ~ �{ O FASTEN"1116'SHEATHING TO EACH STUD H- FASTEN 1116'SHEATHING TO EACH STUD E- �� J� /� STUCTURAL PANEL "CS WSP" -TYPE A GYPSUM BOARD "GB" -TYPE B o AND 5LL W to COMMON NAILS o 3.0/0 AND 51LL W/811 COMMON NAILS o 3"oic m 1 IRAMED FLOOR� A R - O FA5Ti3N ILL I S16d NAI 6 To '01C z NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 - AND SILL W/Bd NAILS o 4'oic Z w PORTAL DETAIL'G'ONLY APPLIES 51MP50N HDU2 HOEDOWN VU 6114' Z U TO 2 FT TO 0 FT WIDE OPENIN65. 51MPSON HHDUS HOL.DDOU L TEND S 115 SCREWS IN DOUBLE END STUD SDS SCREWS IF NO FLOOR ABOVE. Ur TABLE 602.10 3(0 BRAGINNG REQUIREMENTS BASED ON 140MPH TABLE 602.10 3(2)WIND ADJUSTMENT TO HD114 HOEDOWN W/10-1/4`505ABOVE. WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-112'0 ANCHOR BOLT OR EXPANSION SCREWS 1F FLOOR ABOVE. PANEL TO SIT DIRECTLY ON TOP CONCRETE FOUNDATION WALL 5WPE,CN DTT(L tfGiDON4J AT Yf WSP DRI® HALL HEI&HT5,AND 2 BRACED WALL LINES ADJUSTMENT STORY CONDITION ADJUSTMENT BOLT WITH 2'X2'Jcg(6"PL WASHER I/2'�ANCHOR OR EXPANSION BOLT W WALL END PADS(TYPE A)HDU As REG�11R1P BASED ON 5UPPORTIN6 FACTOR OVER 0 ED /y, ®I W tSf DV WALL PETALS G MD P. STORY BWL SPACING DONT METHOD 6B #4 BAR GONE IN TOP OF 00%`RETE CONCRETE #4 BAR CONT IN TOP OF CONCRETE 2-112'0 ANCHOR OR EXPANSION BOLT #3 TIE U \5 ER Cyd y�T� ® 5HE:ATHIN6 EXPOSURE CATE60RY ONE STORY G 1.2 FauNDAnoN FOUNDATION rourrDArloN �- n EXPOSURE CATEGORY ONE STORY D 15 #4 BAR CONT IN TOP AND BOTTOM Q �Z S-10D NNS AT DITIZ TOP 10' 25' 55' EXPOSURE CATE60RY TWO STORY G 13 PAB5-18 ANCHOR BOLT OR%'THREADED OF CONCRETE FOUNDATION 51MP50N 5BT/8X24 OR PART-16 ANCHOR EXPOSURE CATEGORY TWO STORY D Ib EXTEND WALL 5HEATHIN6 OVER RIM J015T ROD W/WASTER PLATE,513 DETAIL IS/DI BOLT OR Ye"THREADED ROD, W TOP 20' 5.0' 10.0' PA05-18 ANCHOR BOLE,S E THI;tEADED 15/01 SEE DETAIL 15/DI = _ OVER ROD W/WA5H�f2 PLATE,SEE DETAIL 15/DI ROOF EAVE To RIDGE ROOF ONLY 15 FT 1.3 PANEL E 06E FRAMED WALL PORTAL DETAIL TYPE D ONLY APPLIES TO 6 FT TO 18 FT WIDE OPENIN65. TOP 30' 1.0' 145' ROOF EAVE TO RID6E ROOF ONLY 20 FT Ib FLOOR 02381 PANEL HAS GONTRIBUi'IM6 LENGTH OF 48'TOWARDS R602.10.3(U MINIMUM Lf-N&TH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PAt�HAS SIMP50N STRONG-WALL REQUIRES EN6IN�RED Df516N TO ,c. �0 11 TOP 40' q.0' 185' ROOF EAVE TO RIDGE ROOF+I FLOOR IS FT 1.15 REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. WALT.TO 13E CONTRIBUTINS LENGTH OF 46'TOWARDS Rb02.10.3N MINIMUM LENSTH To DETERMINE PANEL SIZE AND ANG HOR BOLTS FOR ❑ ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 USS)ON FIRST FLOOR APPLICATION ONLY. REQIIIREMENfS FOR BRACED WALL PANELS AT BRACED WALL LIPlES. ACTUAL HORIZONTAL PE516N WIND LOAD AND CONDITION �F NES TOP 50' 11.0' 23.0' ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 Ll ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP J NUMBER TOP 60' 13.0' 215' WALL HEIGHT ANY STORY 8 FT Q.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL 11ABW11 SIMPSON STRONG WALL 3/8`0 ANCHOR BOLT OR WALL HEIGHT ANY STORY 11 FT 1.05 N 11 11 11 2 016023 A HBIVE ANCHHOR BOTTOM OF 2 to S.o Io5 �L HEI&H T ANY STORY II FT 1.05 C FRAME CS-PF DETAIL - TYPE C PFH DETAIL - TYPED DETAIL - TYPE E DETAIL - TYPE IF WALL HEIGHT ANY STORY 12 FT 1.1 NOT TO SCALE PER FIGURE 8602.10.6.3 o ;a a"ata B0T10M OF 2 20' q.0' Iq.O' D NOT TO SCALE PER FIGURE 8602.10.6.2 NOT TO SCALE PER FIGURE 8602.10.6.1 (D-NOT TO SCALE PER ENGINEERED METHOD W NUMBER OF Bit PER PLAN DIRECTION AT STORY 3 13 °aMo BOTTOM OF 2 30' 13.0' 215' NUNIBITZ OF BM_PER PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER 00, , NUMBER OF BW.PER PLAN DIRECTION AT STORY 5 OR MORE Lb _ BOTTOM 1�° WALL PANEL DETAILS _ GYP BD FINISH OMIIT=D FROM INSIDE FAGS OF BHP 1.4 HOLDOI�IN D � A I L AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO MET&yP So HOD 65-W5P ONLY UNITS 95 (MODEL Al ) & 96 (MODEL Al ) Z 2� CO b0' 25.0' 525' APPLIES TO METHOD 6B ONLY ANY STORY 4"OlG 0.7 p_� NOT TO SCALE W N.TS. BOTTOM OF 2 W D COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Z C ' W �1 � 12" ? U W.Vox CLOUCBJGi TVP.B ERM WALL 0 •�� U � 2"x4"GllfR166EK5 B w OL.- 2 z V m 4 2 A o c`a 4--d cn U ROSES TO AL16N (2)2"xb"dLDGKMC 2 2 c� J- RID6E5 TO ALIGN DENfL C4.OGK �DTLb6xdx8 I- m RIDGE VENT T\ RIDGE VENT 6 6 ,' $Y FYPON"OR Fes- O V X-0) �co"), I"x8"TR�1 c TYPICAL ROOFING: Lo FASCIA U = Lo N TYPICAL ROOFING: 0 ; . ARGHITEGTi1RAL 5HIN6LE5 ARGHITEGIURPJ_SHINGLES 00 15#FELT UNDERLAYMENT TRIM I/2#PLYWOOD SHEAFELT ttTH�fING I"x4 TRIMOOD ShEATI11N6 ❑ M M 1/2"PLYWOOD SHEATHING b'AZEK TRIM 6"AZEK I rn � V AIA12 12 12 12 12 DENTIL BLOCK*DTL13bx6x8 OWL BLOCK IDTL6bxbx8 12 OR BY TYPON'OR EQUAL —� 112 �` °"" '"` 12 I2 � b'AZEK TRIM GABLE END DETAIL I b'AZEK TRIM - x•.''12 b" b° b" 10('H 12 �D�---�-�--SOH. OROH �p-�12 I'x 8'AZEK RAKE BD NY N.T.S. AIZ r- I'x 8'AZEK RAKE BD W/ 6'AZEK TRIM 12 I'x T AZEK TRIM(TVP)_+.�, 12 I'x 3'AZEK TRIM(T)PJ ROOF BREAK 6'BLIND FLASHING6'HIEN BLIND FT N_ b"BLIND FLA5141% FLASHINGSTANDING SEAMSTA IROS T Ix8 FASG BD. _ METAL ROOF 114-41 1 11 Z METAL ALIGN b'BLIND BEDROOM#2 PL HT 0 BEDROOM#2 PL HT b"BLIND AL16N b'AZEK FRIEZE BD. FASCIAS -"-FLASIHIN6 p-0• = R ASK% FASCIAS L_r__r, O11 OFl L.L LI J -0" fI H11111 Hill " -0' I'-0' 1=77171= -0. �. o m 0 OH. OR OH. - OH = rs z Qj� C) r 4 4 1'X�'AZEK 4 I I m $ UVtK 61RDER 4 4 I q Q Q ® II I I II FTT 4 4 I I FIN. IST FLOOR _ I I FIN.FLOO T FI�0105T I FIN. 15T FLOOR ELEV= O'LO ELEV= O'-0" - bxb P.T.POST WITH SIMPSON ( I I BG523/b POST GAP A5NGH0R t I 10"5QUARE HBt6 PERMA CAST 10 5QUARE HBt6 PERMA GA5T I I I I BG523/b POST GAP ANCHOR t I G01.1R1N#46382 W/SQUARE COLUMN#4b382 W/SQUARE SIMP50N ABL'66 P05T BASE I I I I I I SIS(TIT POLL ST I FLAT GAP t BA-5E(OR EQUAL I W FLAT GAP t BASE(OR EQUAL I (TYP-ALL=211`15) -CORNER TO -CORNER COLUMN TO BE I I I I I I I I PROVIDED�5�PLIT KITE I � PROVIDED W/SPLIT KIT I I I I I I I I v lu I I I 51 � m C� I I I I I I I I I I ❑ w O II II UWIN.B5MT FLOM UNPIN.BSMTFLOOR_ - - - — - - - - — - - - — - - - - - - - - - - - - - - `- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �I- - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - -- - - - - - - -- - - - - - - - - - - - - - - - -i- - - _ - - - - - - -►- - - - - - - U � H FRONT ELEVATION FRONT ELEVATION 3/Ib = 1'-0 3/Ib = I-0 z U 96UNIT 9 5Z UNIT W AlMODEL Al (HOLLY)- RID615 MODEL 0° 0 RID6E5 TO AL16N TO ALIGN c) o M 00 Q Q N N h N co RIDGE VENT N RIDGE VENT p cV M ao N 12 12 t B5 t 135 12 I2 CRICKET BEYOND CRICKET BEYOND t 13S =BS i AI.I 12 O O O O O O 12 12 12 <n cn to tO cn 12 12 12 .1 , Imo, 12 12 IOOH" 1OR � INSTALL ICE t WATER 5HIELD INSTALL ICE t WATER SHIELD 12 �1 12 12 r 12 PER SPECIFICATIONS TO M PER MANIFAGTURER5 I I - - SPECIFICATIONS TO MAINTAIN 12 12 IU G TO MAINTAIN PRODUCT WARRANTY Ix8 FASCIA BD. I PRODIGY"1ARRA"TY Q N x NQ�L O I-LLb'BLIND 8'AZEK 4 7F 6'BLIND APPLY ICE t WATER SHIELD IN FAIR INE FRIEZE BD, flP5111 APPLY ICE t WATER SHIELD IN FAIR WEATHER ARE TIE AIR ROOF DECK AND APPLYHEATfI i THE AIR,ROOF DECK AND � MEMBRANE ARE AT TEMPERATURES OF 40°F (5°G)OR HIGHER MEMBRANE ARE AT TEMPERATURES OF 40'F - - - - - E3RK FST PL H'T _ M5TR BDRM- BRKFST PL HT - _ PL HT PL HT Z _ OR 7\ OR, I T C� O m I ILII IJI OH. EXTERIOR HALL i i =----- 1.-0. I�-0� OH. SOFFIT OH. � `-`_J EXTERIOR I+�AI I W W C J� LINE J I I � � -HARDIPLANK 5HIN6LE 51DIN6 -HARDIPLANK SHIN6LE 5101% - _ 50FfIT OR OH. J � - � F TYVEK OR EQUAL � �� Y -TYVEK OR EQUAL -_I = -- -- div - —i— . -VIb'OSB SHEATHING W W VI6 OSB SHEATHING �' - -2x6 HOOD sus o Ib"OL. I' c a I Q I I � I I 4 -6'R-21 BATTS � U p -b'R-21 BATTS Q I I � �I � PL r � I I I I Q �' 2x6 WOOD 5TUD5 o Ib'O.G. Z Jill 1111111 1111 1 11-H WALL g 4 6ARA6E 6 — w BEYOND. W Z I 0 w IN. IST FIN. IS 2020 NY5RC-62421b(503b) 71i, Ili FIN. 15T FLOOR ELEV= O'-0" I Ii illIIIIIh FIN. 15T FLOOR 1:1 W ELEV= OC37: _ °OR _ _ _ VENTING 5Y5TEM TERMINATIION LOCATION:700 �' bxb POST WI1H 51MPa0N - _ _ I III =_=1=I I bxb P.T.POO MTH 5AFSON THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN I BG5xb P.T.P.P05T GAP ANCHOR t I I 10 SQUARE HBt6 PERMA GA5T I I Ii AZEK TRIM I II I III I I I I I I Ix4 AZEK TRIM I I 10 5QUARE HBt 6 PERMA GA5T I I BC 2-3/b P05T GAP ANCHOR t I INPUT TE 1 AT LE BTU PER HOUR f3 AI O LE55 SHALL BE 51-316,N 5T CA POST BASE COLUMN#46382 W/5QUARE I II I III III I 11 i COLUMN 04b382 W/SQUARE SIMPSON AEU66 P05T BASE LOCATED AT LEAST b'FROM ANY AIR OPENING INTO } ABU_ �1 COLUMNS) I I FLAT GAP t BASE(OR EQUAL I ( I I I II i Ii I I I I I I III I III I I I FLAT GAP t BASE(OR EQUAL I I hYP_ALL CO S) I BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER 10000 0 m -CORNER COLUMN TO BE I II I III � -CORNER COLUMN TO BE BTU PER HOUR BUT NOT OVER 50000 BTU PER HOUR SHALL BE Z Z PROVIDED W/SPLIT KIT i i i I IJIII I E "II I I I I I I I IIS I II I I I I I I I I INSTALLED HITH A a INCH VENT TERMINATION CLEARANCE AND PROVIDED W SPLIT KIT ¢ W IPL -�WIND0IIJ I u AN APPLIANCE WITH AN INPUT OVER SOp00 BTU PER HOUR z Q Q I I I I I I I I SHALL HAVE AT LEAST A 12 INCH WENT TERMINATION Q N—q) I I I I I INTAKE SHALL BE LCLEARAME.THE LOOCATED AT LEAST 12"ABOVM OF THE VENT VEE A6RA EE AIR c8 I I I I I I o I I i FDI �— — — -- I I I I I I I I I I I I I RE AR - - - - - - - UNFIN. _ _ _ 2920 NYSRG-8312.2.1 U Cyj _ _ _ _ _ - 55HT FL IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN I" ��� �8 T oyF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -II- - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - -- - - - - - - - - - - - - -I- - - - - - - - - - - - - - -I- OPERABLE WINDOWOPENIN615LOGATI7JLESS THAN24' Q - - - - - - - - - ABOVE THE FINISHED FLOOR AND 6REATER THAN 12"ABOVE THE FIN15FED 6RADE OR OTHER SURFACE BELOW ON THE W * ell. EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOKN6: c_I •OPBHING5 THAT WILL NOT ALLOW A 4 INCH DIAMETER 5 4 RE TO PASS THROUGH THE OPENING IN ITS LARGEST OPENED 02381 REAR ELEVATION -REAR ELEVATION 3/Ib = I-0 POSITION.LL PREVENTION DEVICES THAT COMPLY Hi ASTM F 2090 ❑ T'OF N yO 3/1611 = I-0Mf WINDOW OPENING GONTROI.DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO ....... ... ...... UNIT 96 AREA OPEN,SHALL NOT KETOLE SS 14 CLEAR OPENINGJY616023 BER UNIT9 5 AREA OF THE WINDOW UNIT TO LESS iliHN 5.T SQUARE FST. w MODEL Al (HOLLY) MODEL A l (HOLLY) QSHEET NUMBER ET L TER = 01, UNITS 9 5 (MODEL Al )A 1 ) � U C U� a 96 (MODEL Al ELEVATIONS c/) Al z W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED R106E VENT W FIRE RETARDANT zw PLYHOOD 5HEATHIM 2 --q E 2"xb"RIDGE BEAM n 8 0 RWE5 TO AL16N 12 12 R106E VENT 12 RIDGES TO ALIGN 12 z R106E VENT !777777N��_ F 211X(911 RR 0 4—d 05 0 12 (2)2"XIO" HARDIPLA4K. 12 12 12 55 HARDIPLANK rn C,4 PT GIRDER I-_ 11 QWTER5 4 LEAVE R5 HORIZONTAL 510IN6 —1 HORIZONTAL 50114197 55 5EOJREI?To W F ALL WFrER5 4 LEADERS SHALL BE BAKED z E'S ci Lo MITE AUHNIH D32'MIN.6AWE,6VrrER5 INALL @ L_ "uj a> 0 SHALL BE 5'SEAMLE55,OjS.STYLE W ALL b5i EN06 2 RIDGE VENT Co RELATED 4 REWIRED ACCESSORIES. LEADERS . . . . . . . . . u - co RIDGE VENT SHALL BE MIN.2"X3",D211 rM6E W CLIPS 4 10 ANCHORS. CALK 4 SEAL ALL JOINTS. PITCH co cr.W17TER5 MR 1/6"/FT.PROVIDE PVL. . . . . . . . . . ce) VENT -j— RECEPTORS 5'ABOVE 6RADE TO RECEIVE z. . . . . . (D MADER5('61-05W CAP DE5119N). -7_I,_O. . . . . . . . . OR -1 Lill I I 12 12 V 2.EREr5TORY 2 12 BEYOND CLERESTORY F z . . . . . . . . . . ALL —BEDROOM#3 WALL BEYOND 41,10 -01, ROOF 0 CA00ME52EW-0 . . . . . . O.H. O.H. PORCH If 3EYOND12 ABLE: Im 1xb FASCIA EV. 2"X6" 5OFFIT BEAMS. . ....... . . . . . . . . 0 BR<F5T MSTR BR (+/-) PL,HT 12 VINYL 5OFFIT 5RD BEDROOM*2 PL HT F_— PL HT t_o. OVER 0 OR OR GARAGE ;OF I I I it I I I 1 11 1 1 1 1 1 1 1 it I I 1 11 it I I 1 11 11 1 1 1 11 [1 1 1 1 Ill it 11 1 1 1 1 11 1 1 1 1 1 Ili,I I� _T PL HT It I I IIII I I 1 11 11 1 1 1 1 1 Ill Irrm 'T _q 1 11 1 1 111 1 --10"5WARE�IB46 PEWA I 1 11 1 it I III I I I I 1 11 1 .-A_j III I I I I I I I IJ-1 LI I I I I I 1 11 1 1 I-L 1 11 11-01 f I I I I I I I I I 1 11 11 1 1 1 1 1 LIT L N I I I I I I I I I 1 11 11 1 11 b*AZEK ;ya� OR CAST COL"#46552 K/ F IA__J It I it I I Ill 11 I-I[ii it IIII I Ili II it it ly I Ill 111 1 Ill T-I FRIEZE 50. 4L' i SQUARE FLAT CAP 4 z OH. IIIIII i i ] I 1 111.1 0 111 il ii 1ILLtAl 11, 11 It I I 1 11 BASE R EQUAL)- Lj1w[ 11 F_TF---] 11 11 11 1 1 It 1 11 1 1 11 1 11 JL 11 12-4_ IL C) n I 111 it I I I it 11 It It I it 1 11 11 It I MASTER 11! CORNER COLUMN TO BE Illo PROVIDED IN 5PLIT KIT BEDROOM I PI I r I I I I I I I I I II lid I I it it I I I it it I I I III F1 L WALL 1�_J_Lttftj_,i 14ALL 4.,, L col"a COL"0 9 I 1 11 1 11.1 1 1 1 1 1 it 11 It 1 11 11 11 1 11 It It ca"0 1 Ill I I I I I COVERED GARAGE 1-i L___j -I Yi FRONT PORCH 0 XV I I li Lil 11 1 1 1 L COVERED ii BEYOND ILI I I Ill Ll I I III PORC44 cn 4- T I PORCH BEYOND BEYOND, i i T BEYOND z ji till I 1 11111 1 1 11111 11 Hill Ill 1 1111 1 1 1 1 1 1 1 1 1 1 1 1 It I 171�11 ill 11 11 1 1 11 1 It 1 11 1 11 1 1 ILI 11 1 1 11 1 TI IN 11 1 1 Ill I I I I I I I I Qj� C) I I ill 1111111 1111111 11 LL61N. 15T f=LOO 14& FIN. IST FLLI I� I IN Illil ill Ill I I I FIN.IST IFLOO5 4 _E_L_gL — 117 -0'-0" r '-,V ol ELE\/--O'-O" FIN. IST FLOOR ELE,7= P4 E. O. IX4 AZfr,TRIM IX4 AZEK TRIM I HOW PATEL? EXTERIOR FIRST FLOOR LINE, ca"0 covaw- 13EARINC7 WALL FRONT PORCH WYCN9 I Lu A55EMBLY- 5EE DETAIL: ALI LINIFIN'BSKT FLOOR U) VWIN.B5MT FWOR - - - - - - — — — — — —IL -11- - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - Fn _I -- -- -- -- -- -- -- -- -- -- -- -- -- — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - — — — — — — — — — — (91-01. ❑ W OTYPICAL PORCH 5LAB 4 41 P.C.SLAB(MIN.35500 M COW,) I;TIW-ORC,EV Hn bxe,,110/10 W.W.M. IRI 6HT SIDE ELEVATION LEFT 51DE ELEVATION (BREEZENAY 51DE) 0 TAMP 4 FILL TO q5%I?Ei -3/16, V-0" 3/1(011 1'-0 a CAI, BREEZEWAY SECTION < UNIT 9 5 U) UNIT 9 5 A 1 . 1 NITS. � U W MODEL Al (HOLLY) MODEL A l (HOLLY) 0 0 ROSES TO ALIGN R106ES TO ALIGN ry R106E VENT RIDGE VENT 12 HARDIPLANK 12 12 HORIZONTAL SIDING SS 12 HARDIPLANK HORIZONTAL SIVIN6, 6vnERS 4 LEADERS W ALL GUTTERS 4 LEADERS SHALL 13E BAKED 12 C6 6 cyi < CN r-� " CR MITE AUHI"A32'MIN.6AME,611TTER5 J 0 04 0 1 00 04 SHALL BE 5'5EAMLE%,0.6.STYLE W&L 6-- 12 RID&E VENT S 85 RM VENT RELATED i REWIRED ACCESSORIES. LEADERS . . . . . . . . SHALL BE MIN.2'x3',DZI'&X)SE W CLIPS 4 X AWAOR5. CAULK 4 5EAL ALL JOINTS. PITCH RIDGE VENT 6VrrER5 MIN.IW/FT.PROVIDE PVL. M(EPWR5 6'ABOVE GRADE TO RECEIVE 4. OH. LEADERS • (CLOSED CAP DES . . . . . . . . . . . . . 71 12 12 CLERESTORY . . CLERESTORY I N 1 12 12 BEY 12 BEYOND BEDROOM#3 71c, ROOF 0 CCIVERED - WALL BEYOND 12 a GABLE­6� z z z z z z PORCH BEYOND S 10 0 0 0 0 0 0 OR — — — — D) D W T D U) > > > > > Ixb FASCIA 00. Lu W w w w 4- 2�s M5TR SIR PL qr -4 HT. AK E3RKF-5T PL HT BEDROOM#2 PL 1_1W 11-01 OH. OR I 1 11 It I I Ill 11 1 1 1 11 GARAGE PL 14T LLLI I I Lj 1 11 1 Ill I it 1.-0. 6"AZEK . . . .. .. . . . . F] IEJ OH. OH. 11 1 1 11 a'41_L'1j___auL ..-I Lii FRIEZE EV. _TT �j_�:4 F _L; I • I I I I I I 1iL.LJ j;! LI_LL FT11 I I I I I it I I it I li I 1 1 r I I I :_1 d !z tE 11 1 11 1 1 1 11 1111 1 11 11 1 �7 11 I _L1F4_ e Y 111111 Ili I Ill MASTER BEDROOM 4-4- T WALL BEYOND WALL 0 z GARAGE ICX"0 COVERED to L COLUMN o T1. BEYOW FRONT PORCH BEYOND COLUMN o COVERED- I IIIII, PORCH BEYOND i 1 0 ro lij I �n: 771411, -J _j _f ! 11 1 1 Ill 11 1 it 11 11 ill 11 1 1 ��i 111"lY I'AY, 11 11 1 1 1 11 11 1 1 11 11 1 1 1/11 11 1 11 11 1 1 Ill Ill ] It 11 11 I!Yll Il I'll H FTJ L 11A.W.1,111 I 1 11 -T-T a L FIN.IST FLO 6i J-1 I FIN. 15T FLOG, 1,q 1 , r , 1111 11 11111 it IIIII it 111111 11 11111 11 11111 11 11111 TIZ7 FIN. IST FLOOR R OIL ui w 15 FLOOR FELE��_= O'-O,, 'EL.EV= 0'-0" ELE\/= 0'-0' a: ... . . ...... z Ix4 AZEK TRIM 10 AZEK TRIM LD cf) Lu ca"0 COVERED w 0 FRONT PORCH BEYOND I HOUR RATED EXTERIOR BEARING HALL A55EM13LY- 5EE DETAIL: e I I I El 51 2020 NY5RC,-62427.b(503.5) 11) VENTING 5Y5TEM TERMINATION LOCATION: cn THE VENT TERMINAL OF A DIRECT VIEW APPLIANCE WITH AN INPUT OF 10,000 BTU PER HOW"OR LE55 SHALL BE CD LWIN.B5MT FLOOR, oL 6. twiN.05W FLOOR LOCATED AT LEAST b'FROM ANY AIR OPENINS IWO A -- - — — — — — — — — — — — — — — — — — — — — — — — — — — 13UILDINC7,AND 9XA4 AN APPLIANCE HITH AN WJT OVER IOPOO - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BTU PER HOUR afr NOT OVER 50,000 BTU PER HOW SHALL 13E z — — — — — — c — — — — - — — — — — — — — — — — — — — — — — INSTALLED HIT14 A q INCH VENT TERMINATION GLEARANCE�AND 3: AN APPLIANCE NMi AN Wn OVER 50,000 BTU PER HOW z < SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR (D INTAKE SHALL BE LOCATED AT LEAST 12'ABOVE 6RAVE. W .. ..... W ED A -RICHT 51DE ELEVATION (BREEZEHAY 51DE) 2020 NY5Rr,-R312.2.1 SRT C LEFT 51 DE ELEVATION IN DRUIN&WITS,WERE THE TOP OF THE SILL OF AN 0 OPERABLE HINDON OPENIN615 LOCATED LE55 THAN 24" < �A 3/1,60" 11-01 ABOVE THE FIN15HED FLOOR AM 61;T-ATER THAN 12'ABOVE �E & I _�z THE FINISHED 6RADE OR OTHER 9A;U:ArE BELDN ON THE W EXTERIOR OF THE EUILDIN9,TfE OPERAEN-E MWOK SHALL COI,IPLY NITH ONE OF THE FOLLOHN5. UNIT 96 0 OMINE75 THAT V&L NOT&LOW A 4 It"DIAMETER SPHERE UNIT 96 TO PA_%THROUGH THE OPENING IN ITS LAR6E5T OPENED P05MOK FALL PREVENTION DEVICES THAT COMPLY HITH ASTM F 20,40 ❑ IN ME HINDOH OPENING CONTROL DEVICE AFTER OPERATION To Eby MODELA l (HOLLY) MODEL Al (HOLLY) RELEASE THE CONTROL DEVICE ALL0,111,16 THE WINDOW TO ................. ........... ............ FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW WT TO LESS THAN 51 SQUARE FEET. JOB N BER 2 16023 w U) SHEET NUMBER UNITS 9 5 (MODEL Al ) & DUET CLUSTER u gklxb FAI, Fill, It z ELEVATIONS W 9 6 (MODEL Al ) 0 'L Al ol uj 0 1 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED c/) ^ 1 Z LLI E U U G A O AI-b AI b AI-b AI-b ❑ U v Z 0 V a r _ 4> u) �J ti U FARAW_,F DIRECT VENT HEATING EQUIP. •^ W f4'-bCS " 14'-8' Q'-b" 15'6' 12'-b' APPLIANCE f_.I APPLIANCES � �,Q co, �'{�• 15'b" q'b' I SHALL BE INSTALLED WITH THE v� >: AI.I (n APPLIANCE CLEARANCE APPLIANCES CLEARANCES FROM UNPROTECTED DIRECT VENT HEATING EMP. -❑ rn:�z - GOMBf1571BLE MATERIALS AS Z i itn•cn U-)5HAL-13E INSTALLED WITH THE AND IN THE MANIFACTURER5 0 Q 4 IG TED ON THE APPLIANCE LABEL CLEARANCES FROM UNPROTECTED INSTALLATION INSTRUCTIONS. U c WMR5TIBLE MATERIALS A5 LINE OF REAR CHS _ u U INDICATED ON THE APPLIAN00 CE LABEL b _ WALL 0 UNIT 9b 1-0« ❑ U ce AND IN THE MANUFACTURERS I'2" FDI I 12 LINE OF REAR GFE� nnn/// INSTALLATION IN5TRUGTIONS. WALL a UNIT 46 n . V 0- 4'-4"M.D. 5'-2" Q 5'-2" 4'-4"MA. 5'-2" b FDI 4 2 FDI o Z 4 b ---- O HD _ _ = TYPICAL PORCH SLAB U •4'PL.SLAB LMIN.3500 P51 LONG) FD1 t. EGRESS I 2 � 2 `fl REINFORCED WITH bxb,IOAO W.W.M. I ,;t` WINDOW �I •TAMP 4 FILL To�s DENSITY' 0 I o 4 F- 1'-0" 15'-10' b' 1,c'' O ID - W � a!h�.:`- FD Z II r - - - TYPICAL PORCH SLAB = _ 2x12 FLOOR J015 FDI m '4'P.G.SLAB MIN.3500 P51 GONG) O o Ib'O.G. (2)2X10 P.T. 2 EGRESS 4'WIDE JOIST m �- — — FD1 I WINDOW REINFORCED WITH 6x6,10/10 W.W.M. T' Ippt�rwrA U ?; •TAMP d FILL TO c6%D NlSITY SEAT.T.O.SEAT 2'x 10' 10" OOR31-0" 10"SLAB SEAT - - 2x12 FLOOR JOISTS E.Ev=OI'-1' 3 W O� p ' ;,,,, ND 8" 15'-10' 10'-b" 10° LL o Ib'OU.4'WIDE JOIST SEAT. 12 FLOOR JOISTSC - - _ _ _ I (2)2X10 P.T� C0 Ib'OG. 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I'-6" I'-5' 8'-0"R0. I'-1" I'1" 8'-0"R.O. I'-5" 1'-6' 8'-0"12.0. 1'-8" 2'-4' 6-4" b'-4" 2'4" Y-1' 3'-1' WALL DATING- I HIS. CO ]FINISH DATING- 23 MIN. Q 3'-10' 0 14'-10" 14'-10' tl'-2' ALI 54'-2' 12'-0"BREEZEWAY 54'-2" - - . - •.-.. - .. .. � Z A G I HOUR RATED EXTERIOR _r. r.. • FARING WALL B I A55EMBLY- 5EE DETAIL: e / �'� FIRE SIDE OJ m '21 l.J • 4 w � Y U tii UNIT 9 6 UNIT 9 5 HORIZONTAL SECTION o O o z MODEL AlMODEL A1 HOLLY Q I.WOOD STUDS-NOM 2191'4 IN.SPACED Ib IN.Or,WITH TWO 2 BY 4 IN.TOP AND ONE 2 BY 4 IN.BQTTOM PLATES.STUDS LLl LATERALLY-BRACED BY WOOD STRUCTURAL PANEL SHEATHING(ITEM 5).WHEN MINERAL AND FIBER EIOARDS'OTB•15A)ARE � � �* CONSIDERED A5 BRACIN6 FOR THE STUDS,THE LOAD 15 RESTRICTED TO 16%OF ALLOWABLE AXIAL LOAD.WALLS EFFECTIVELY FIRE `- FIRST FLOOR PLAN STOPPED AT TOP AND BOTTOM OF WALL. FIRST FLOOR PLAN 2 sYPsuM BOAl2D'-ANY CLASSIFIED 5/8 IN.THICK,4 FT WIDE,APPLIED VERTICALLY AND NAILED TO STUDS AND BEARING PLATES1 IN.Or,WITH 60 CEMENT-COATED NAILS,I-V8 IN LONG WITH 1/4 IN.DIAM HEAD. 3.JOgtIS NO NAILIEADS-MOT SHOWN)-WALLBOARD JOINTS COVERED WITH TAPE AND JOINT GOMPOUND.NAIL HEADS COVERED V 3/16"=1'-0" LIVING AREA- 1,670 5Q. FT. 3/16"=1'-0" LIVING AREA= 1,670 5Q. FT. F- 4.BATTS Atb Bl11NKET5+-MINERAL FIBER OR 6LAY FIBER INSULATION,3-5/8 IN.THICK,PRESSURE FIT TO FILL WALL CAVITIES F- �� 0 IN STUDS AND PLATES.MIPERAL FIBER INSU.ATION TO BE UNFAGED AND TO HAVE A MIN DENSITY OF 3 PGF.6LA65 FIBER I- OARAC E AREA= 486 50. FT. GARAGE AREA= 486 5Q. FT. INSULATION TO BE FACED WITH ALUMINUM FOIL OR KRAFT PAPER AND TO HAVE A MIN DENSITY of O.q PGF(MIN R-13 THERMAL C7 m COVERED PORCH AREA= 256 5Q. FT. COVERED PORCH AREA= 256 5Q. FT. IN51x.ATION RATIN&). z 5.WOOD 51RUG1URAl PANE-SEEATHI N6-MIN 1/16 IN.THICK,4 FT WIDE WOOD STRUCTURAL PANELS.MIN 6RADE-CD'OR'SIEATHI%'. Q INSTALLEDWITH LON6 DIMENSION OF SHEET(STRENGTH AXIS)OR FACE 6RAIN OF PLYWOOD PARALLEL WITH OR PERPENDICULAR TO Z U STUDS.VERTICAL JOINTS CENTERED ON STUDS.HORIZONTAL JOINTS BACKED WITH NOM 213Y 4 IN.WOOD BLOGKIN6.ATTACHED TO (D D STUDS ON EXTERIOR SIDE OF WALL WITH bD CEM34T COATED BOX NAILS SPACED b IN.Or,AT PERIMETER OF PANELS AND 12 IN.OG ALON6 INTERIOR 5TUD5. W 6.EXT) WR FACINGS-INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTPXTION5.ONE OF THE FOLLOWING 0 EDA C EXTERIOR FACIN66 6 TO BE APPLIED OVER THE SHIEATHRU6: G.WOOD STRUCTURAL PANEL OR LAP 5101%-APA RATED SIDIN6,EXTERIOR,PLYWOOD,O5B OR COMP051TE PANELS WITH VENEER �OgERT C Fp/jF FACES AND STRUUCTURAL WOOD CORE,PER P5 I OR APA STANDARD PRP-108,INGLUDIN6 TEXTURED,ROUGH SAWN,MEDIUM DMITY 2020 NYSRG-R312.2.1 Y BRU51�D,GROOVED AND NAP SIDING. W IN DHELLINB UNITS,WHl3ZE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENIN615 " WOOD SPECIFIED IN UL�RATED DESIGNS ARE MINIMUM SIZES.LA�RCER DIMENSIONAL ' LOCATED LESS THAN 24'ABOVE THE FIN15FED FLOOR AND 6REATER THAN 12"ABOVE THE FINI5HD 6RADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDIN6,THE STUDS CAN BE�JLJBrJTITUTED. V �� OPERA9LE WIDOW SHALL COMPLY WITH OPE OF THE FOLLOWING: Q +OPENN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA55 THROUGH THE NOTE: UL #356 15 IN GOMPLIANGE WITH FIRE=RE515TIVE�RAT1N65- AN51NL 63 AS PER 8302 "� 238�o�y MULTIPLE LVL GIRDER GONNEGTION5: 0 FALL IN 175 LARGEST°PENH° rOMI°N' +FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 ❑ E FOR ALL MULTIPLE LVL GIRDERS, LAC BOLT (TIE wIVOH OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL 1 TOGETHER hV I/2" BOLTS® 2'-0" O.G.,:z" MIN, "GE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR ONE HOUR RATED EXTERIOR FROM TOP d BOTTOM, $ MIN.'- FROM ENDS OPENIN3 AREA OF THE WINDOW UNIT TO LESS THAN 5.1 SQUARE FEET. WALL RE I TIVE BER NTS. A- 3- . . 't616023 2020 NY5EGCG SECTION R 403.3: 2020 NY5RC-62427.5(503.5 6ENERAL CONTRACTORS AND SUBCONTRACTORS TO VENTING SYSTEM TERMINATION LOCATION: � SHEET NUMBER NOTE: EF :EXHAUST FAN: -SUPPLY AND RETURN DUCTS IN ATTIC5 SHALL BE INSULATED TO A MIN.R-B 2020 NYSFCCC SECTION R 402.4.1.2: UNITS 9 5 (MODEL A 1 ) 8� DUET CLUSTER REVIEW THESE GONSTRUGTION DOCUMENTS UPON RECEIPTTHE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT' Q N •. PROVIDE 5PRAY NOTE: ��: HD= HOLD DOWN sQ GFM INTERM1TTENI OR FROM ARCHITECT AND REPORT ANY AND ALL AND DUGT5 OUTSIDE THE THERMAL ENVELOP SHOULD BE MIN.R-b. AN APPROVED HERS RATER TO OF 10000 BTU PED HOUR(3K{�OR LESS 5RALL 13E LOCATED AT LEAST = OT "Y 5TAIR MANUFACTURER TO DE516N 5TAIR5 TO ® 20 CFM C,ormNJOU5 -5EALIN6 15 MANDATORY FOR DUCTS,AIR HANDLERS,AND FILTER BOXES. PERFORM AIR INFILTRATION,DUCT 6"FROM ANY AIR OPENING INTO A BULDIN6,AND 5"AN APPLIANCE WITH a +ALL DRYERS To BE VENTED FOAM IN5ULATION IN ALL WINDOWS 5HALL BE 015GREPANGIE5 INCLUDING ANY DIMENSIONAL CONFLICTS, To OUTSIDE AIR PER GORE MEET ALL APPLICABLE CODES AND TO -JOINT5,5EAM5 AND CONNECTIONS SHALL COMPLY WITH SECTION M-IbOI A LEAKAGE AND COMBUSTION 5AFETY AN i�OVER 10000 BTU PER HOUR BUT NOT OVER So,000 BTU PER +ALL wA5HER To BE GARAGE CEILING® ANDERSEN 200 SERIES REPORT ANY D15GREPANGIE5 AND GONFLIGT5 602 IMMEDIATELY TO O CONS T FOR CORRECTIOF VE HOUR SHALL BE INSTALLEDWITHA WITH A q INCH VENT TERMINATION PER H R 5HAANGE, g 6 (MODEL Al ) FIRST FLOOR PLAN z PROVIDED WITH DRAIN PANS LOCATION OF ® CARBON MONOXIDE MEASURES PRIOR TO CONSTRUCTION.DO NOT SCALE THE 2015 IRC. TESTING AND PROVIDE A WRITTEN AND APPLIANCE WITH T INPUT TION CLEARANCE. BTU PER HOUR SHALL HAVE TO THE ARGHITEGT PRIOR TO 5TAIR FABRIGATION. �-TEMPERED DETECTOR DRAWINGS.DIMEN51ON5 SHALL BE CALCULATED AND -DUGT5 5HALL BE PRESSURED TESTED TO DETERMINE AIR LEAKAGE BY REPORT OF THE RESULTS AT LEAST A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM Of:THE c/) BEDROOM ABOVE GLAZING ROUGH-IN TEST AND A WRITTEN REPORT OF THE RE50LT5 SHALL BE 516NED VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12' W SMOKE DETECTOR NEVER 56ALED UNLESS OTHERWI5E NOTED. BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. ABOVE 6RAVE• COPYRIGHT GRCH ARCHITECTURE P.,C. 2017: ALL RIGHTS RESERVED W ^ 1 H W Z W E ai G A O �� G U A AI-b AI-b AI-b AI b Z U W .. ` 52'-2" 52'2" O 4--d :32 JJ a-+ ■^ 0 04 O N} (n m's Z _ z (> co 6 (n O L X M U Q o f6 v = ` Pao 5-II" ❑ ^ U uce) 11'-0'PL.HT. C� a — —— — — — — — — — — — — ® I HOUR RATED EXTERIOR 13EARIN6 WALL e II'-0"PL.HT. A55EMBLY-5EE DETAIL: I -7 O lz 11'-0'PL.HT I ll� I v - - - 7 FJ= _= - - I u'-0"PL.HT• I i I I'O'PL.HIT. I I 385 DH I o I Z III III - _� � rF= - - o (2)2'X6' I ll'-O'f't.HT. 1 w O Ln LL III I q'-0"PL.HT. — — — — — — — AI.I r1l" — — 385 DH I III II O J CJ s Ib'O.G. 1 �[� — Z�- (2)2'X6'4' II'-0" — — — — — — — q'-0"PL.HT.q'-0'LEILnNs 4OR 2xb GJ 0 16' G.BEDROOM #3 I I� I I IF 171 I I 4, 5�, 4" 5'4" 6 1'-6' I6' 11'-0" 4" 2-0" LI�I XI I 4 a'-0"GEILIN6 D —1a �ro �� e sD i t BEDROOM #3 LN� I I � �I � I111 0 5'-4. 4" 5,�, '= 4, I I I IF-17 I I I I I I I�-I-�i I w l I I I I I I GL xl L �� I I I L ' 3b•H16Ht RAILING ® - - - - I I I I 4 GL 4 I L _ _ - so r- - - - - I - N I_I- � L I ❑ w o I � L� —) 1 � m 12'-10" DN 14R a'-0•CEILING \ / I PL.Hr. 36"HIGH I �_ � I I I � ® 50® — — — RAILING U /II J I m 4 I I II L F N - - -� � JX 12'-10" r � I- - - - - -4-G-0-01- -� I I x q'-0'CEILING L 1 I I / 9'-0'CEILING ATH ®� I -1 I Ir-0"PL.HT. I / SFT 14R DN _ -_ II / II T 4" a-lo" _ b - - - J I 11 3 I Ifs I c UPPER 6REA -1 - yL _ ------------- LL - - - ROOM � ; i /BE I II I - - - N / III W U i \ �j 0 - _�j I I I f � 7ff,® q BATuNs � _ I \ / II 1 INT BR5 PRTN �L_ 11— — — — I b" 8'-10" ry 4" 5-8" II / Irl - - - UPPER6REAT - - - -L _ A 1 U I I I I Lav' ROOM � � — — — —I 0 I O I 4"1 ( 4'-b" b" s�' II'-0" I I 2'-6" 4 q'4" 1 i I �L= II'-0'PL.Ht. J '9 �' I � — —JJ I i II II �=1 I 1 I II � CLERESTORY WALL - - - - - - - - ❑I INT R%PRTN17 � II I 5 Y4 x 14'LVL GIRDER J I ROOF BREAK® I I q_4" 4". I I I'-0' =� 6" 4'6" 114" il'-0"PL.HT. ROOF Wx-ml )3040II 11 II IIIA II i j B GLERE5TORY IW�IALL I AI b 0 W- "to HT I I ROOF BREAK H I I I I I INuouS n AI-b I 10 — — — — — — I CLERESTORY WALL I I 5A x I 'LVL GIRDER — — J I L w °o II II I L J L_ J I I I I `D I I 0 N N co co CV I- - - - - - - - -� - - II I I I (3)3040 OH B I II B — — — — — — — — — — — I I q'-0"PL.HT. I I 11 0 M-101 HD HT AI b I CLEMTOOT ORRY►0"IALL - - - - - - - - - - - - - II II II I I II II li iI I L � � - - - - - - - - - - - - - - - - - - - -T - I I I q'-o•PL.HT. I I - _ - - - - - - - - - - - - II 11 II I I 1 � II II II 0 0 0 0 0 0 D S2 S2 Ln D Ln T� CJJ II II W WWWWW it 10 J J O N Z w I � V ALI 12'-0" 17'4' m Lu O Y w W LLI 54'-2' 54'-2' , ] U Z A G G A (n 4 Al-b Al-b Al-b Al-b W v ii � O = UNIT 9 5 U UNIT 96 z w MODEL Al (HOLLY) MODEL A l (HOLLY) oW SECOND FLOOR PLAN SECOND FLOOR PLAN 0 REDARC 3 16"=1'-0" 3/16"=1' o° LIVING AREA= 32q 5Q. ET. � �oeERTO �yiTFG, / LIVING AREA= 32q 50. ET. TOTAL LIVING AREA TOTAL LIVING AREA 0 SM ROOF PLAN FOR ALL STRllGTURAL FRAMIN5 INFORMATION 11999 S Q. FT. 1,999 SQ. FT. `� `�'' 238Y) do�� ❑ OF NE�� I HOUR RATED EXTERIOR BEARING WALL NUMBER A55EMBLY- 5EE DETAIL: ED w 016023 2020 NY5R(-R3122.1 NOTE: ENCANEEREI:)J015T EF =EXHAUST FAN: GENERAL CONTRAGTOR5 AND 5UBGONTRAGTOR5 TO ONE CARBON MONOXIDE ALARM IN NEW IN DWELLING UNITS, THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING 15 LOCATED THAN UNITS 9 5 (MODEL Al ) & DUET CLUSTER Q 24'ABOVE THE FINISHED SFED FLOOR AND GREATER THAN 12'ABOVE THE FINISHED GRADE OR OTHERSSURFACE SHEET NUMBER SHALL NOT BE GUT, HD= HOLD DOWN 50 CFM INTERMITTENT OR REVIEW THE5E CON5TRUGTION DOGUMENTS UPON RECEIPT ONE AND TWO-FAMILY DN ELLIN65, BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE a NOTE „5": MULTIPLE LVL 61ROER CONNECTIONS: ® 20 CFM CONnwpu5 FROM ARGHITEGT AND REPORT ANY AND ALL TOWNHOU5E5 AND DWELLING UNITS IN FOCI NOTCHED AND HOLES NOTE: TAIR MANUFACTURER TO DE516N 5TAIR5 TO FOR ALL MULTIPLE LVL 61RDER5 LA6 BOLT DI5GREPANGIE5 INGLUDIN6 ANY DIMEN51ONAL GONFLIGTS 6ROU'R-2 Bu'Lolm65(LOND05 e *oPENINffi THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PASS THROUGH THE OPENIN6 IN ITS ALL WIND°> SHALL BE � 5)A� ITsOFFERED F�SAI�, 9 6 (MODEL Al ) SFLOOR PLAN Z BORED UNLE55 T ALL APPLICABLE GODE5 AND TO LAR6EST OPENED Po51noN. ANDER5EN 200 5ERIE5 TOGETHER W/ I/2 BOLTS® 2-0 O.G.,2 MIN, ® CARBON MONOXIDE IMMEDIATLEY TO ARCHITECT FOR GORREGTIVE IN THE IMMEDIATE VICINITY OF Fpm pBpII pEyl ,11iAT COMPLY WITH ASTM F 2090 SPECIFIED 13Y THE REPORT ANY 0I5GREPENCIE5 AND GONFLIGT5 (D=TEMPERED FROM TOP d BOTTOM, 4 MIN. 4" FROM EN05 DETECTOR MEA9)RE5 PRIOR TO CON5TRUGTION.DO NOT 5GALE BEDROOMS,ON TIE LONEST FLOOR (THE WINDOW O'ENIN6 CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING (A MANUFACTURER PER TO THE ARCHITECT PRIOR TO STAIR FABRICATION. 6LAZING DRAWINC—.DIMENSIONS SHALL BE CALCULATED AND LEVEL CONTAINING BEDROOMS' THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENIN6 AREA OF THE WINDOW UNIT TO W A 4 GORE I I e�p 94OKE DETECTS NEVER SCALED UNLESS OTHERWISE NOTED. LESS THAN 5.1 SQUARE FEET. 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I ^ ' F- W Z W E U 0 z V CL ZPI I U 0 �/ L- 0 , U � :3u ■� oo N cq 5 N 2Z Z mlmq U c 27 u) A G G A 0 L x c M AI b AI-6 AI-b AI-b U LL,o m 'tU - co .- M 19 '-b'HIP WIDTH Ib'-2"FASCIA WIDTH Ib'-2"FA5CIA WIDTH IT-b"HIP WIDTH 1:1 M 2 II'-0'PL.HT. I Il ALI 4� � - - - - - - - - - - - - - r—r L J L J 11'-0"PL.HT. AL16N FAGIAS I air N �? ' Z I �yrA I 4 0 I HOUR RATED EXTERIOR 1— II'-0"PL.HT. AI-5 I , b ��Q I B 6 WALL 1 �r — — —— — — — — — — =r U 4 f`ry I A555EM13LY-5EE DETAIL: e L J L J _ I 'L I `� N � �Q• I ALIGN FAGIAS � 9'-0"PL.HT. o N II'-0'PL.HT. I �r — �� I 1 Z II'-0'PL.HT. 0 cr- ILL Ln 12 12 — — —— — — — s —1I I'-0"PL.HT. 9'-0'PL.Hr. ,-0' r — 1- F 12 121 —1 � '.::. � � Q I z ...:... ......: `' Fr 2xI0 RR 0 Ib OG. 2x10'RR a ..OG., : .;i;:..' Nr ,fl o rn III °Sa —I I I 4 , ">'f 11'-0'PL.HT. I ❑ V '� 1 N y Q O =��LfE___ — — — — —— — — - L 1"'� 7 IF OH. II I12 FQ —112 - OH. I o _ a I{f s, I _ ,o Y N 2x10 ®Ib OG. N 2x10 RR® OG : .:. f T fir `D 2x8'RR 2xb'RR N — A I I __— _ N 12 12 \ — — :r3.5 F �:05 ma I I I OR r o• oQ (3)2k1o• GIRDER I I r-b• I I ��' °H AEar+ALr ROOF S�rr I I I I I Q ® I /� �, I +'�� 2x8•RR 2x8•RR r T 2X4 POST N I a V \ _ 1 1 1 1 �4 ® e Ib oG. I I I w w Id I I I �^ UNDER HIP 61RDER it L c� _ — I I I I Cyr s 135F-12 12 ;135 `v I '+ 7 I I�I�I 0 51EATNM6 / I P j L _ 1 J L _ _ I� I'b' I I (3)2•x10'F 61FM -5!. � m 511 ROOFING Far PAPER / I I I — — — 2x12"RR 0 Ib Or, RI06E5 TO 16N GRIL OOF — / I X 1 ( I �`/� I " UNDER HIP 61RDM a I I I I n6rAu.ICE 11.5,Tsz SN8.D PER ROOF FRAMINS ( N � � i — � � � � � ® (3)2X4 POST ? Lry ❑ MWACTURazSPEcs.TO �' I(� I W O MWAIN CAM D"FRONTr` IA- L —r- — -�- — -�— 2x12 RIDGE BM W VENT I /� ; —____—J, �� � MIN 4•TYPKAL o I2— 2X1 RR a Ib M. I � ® L - _ J 0.40 4P,, ,,�,�,�,P EDsE L — — —I��� I I I I — _ — — — GRI ROOF RID To ALIGN ( 2x12"RR 0 Ib or- U / r — — RIDGES AL16N y / I u'-0"PL.HT. 6ALv.CONWTORS C— T'- —_ 'A I I I L —_— _ _ _ AP FAUN SOFFIT WM I� I �\ I I l — — — — _ � - � I � 2x10'RR® �OG. � Ill 2X12 RIDGE BM W/VENT _ — — r-- � ' ►• — — I- ---1424 ��I— II +\ry I�I� � � _ � . 1 ��1 � - - - - -� I I I RID oAu6N - - - � �� _ I�- _ 11'-0"PL.Hr. I � //�se � _ ,� ?J 1-�-=�— _� W U NL- I I� _ -I — "'ro II I - - - I I "LL_—_—= — J � \ _ I b LQ �� J I I rJ % • � _ I all \ r FAIR WAT ,� M °"• I I X FL Oma. i®r //� ——- J L�= I _ — I 1 \ I II I o HEN THE AIR,ROOF DECK AND :.......:::::..... .. ..HHEIRANE ARE - , Tus oF,o'F(s•u OR 2 'RR..:::: ".::I — — — I _� I. :'.: ::: I — — I i I �' ® I TREATED SOFFrr ®Ib II ... .. .........;;:;;:?;:!' I I I I I I I I - - �1f1 J I I • ( ,:a.:;:`:::;,:.;:.;:,':pi }A�SOFFIT FASCIA eonRo WARD w r cora. VIENT 6ORverrED ............ .VINSOFFIT " I _ ROOF BREAK I I I I I I I ROOF BREAK I I T-2'PL.HT. �-OR 12 DETAIL 1 I --112 r " IIIII I I I j:;> I n B I Q . I {...;:.; I I 11 � ,...;.:;;.:>::' I I IIIII I I h I M o 17 M 17 2x12"RR®Ib OG. 2xi2'RR®Ib /� C AI$ 17 AI-b — I r a a r i ¢ N N r� N DO NOT TO SCALE !� — 5 I I I I 12'-0"DORMER WIDTH 2'b" I`' I 'cS — (�2'XIO�PT GIRDER — — I ROOF BREAK I I I L I I _ _ I I ROOF BREAK a N M N 1 1 u'-0•PL.HT. Ir O'PL.H�.I—�I Io ei I {` = — =— — — — 12 OR I — _ JL _ J lo I 12 12 I ARGHITEGTURAL SHINGLES _ 2xi2 P•T•6I�ER BELOW TYPICAL IROOFIN6: — ~ _ _— I 12 12 I I 4 9'O'PL HT.AFF. I I l I g AI b 2 13 vII I'RRi® 111, Ib OG. 2x12'RR®I OG. A 15#FELT PLYWOOD YTN11N6 - - 4 L J — — — — — — — — — — — L J ALIGN FAGIAS N I I I'-0" I I I 2'-b' 12'-0"DORMER WIDTH I I I I b'(R-N�BAITS I 0 ALIGN FAGIAS I , 0° • � I I 12 � I ® � �� OH, I�—II I�-0"PL.HT. — J II'-0"PL.HT. 12 L W(R-I)B ABOVE 4� I 2x10 RR a Ib OG. 2x10 RR®16 oG. 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