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Home My WebLink About46006-Z ��O�oSOFfUIk Town of Southold 11/16/2022 49 o P.O.Box 1179 o _ 53095 Main Rd ��a Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43606 Date: 11/16/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 4525 Stanley Rd.,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-8-61 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/2/2021 pursuant to which Building Permit No. 46006 dated 3/31/2021 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 front entry,rear deck and attached garage as applied for. The certificate is issued to Zenith Property Group LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0038 10/25/2022 ELECTRICAL CERTIFICATE NO. 46006 7/19/2022 PLUMBERS CERTIFICATION DATED 6/1/2022 C es faders Auth iz d Si tore 101 Fo `z TOWN OF SOUTHOLD (z4z" kBUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY o' 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 #: 46006 Date: 3/31/2021 Permissionis hereby granted to: Signature Five Loan Trust 1430 Broadway Ste 350 New York, NY 10025 To: construct single-family dwelling as applied for per SCHD approval. (Lot#7) At premises located at: 4525 Stanley Rd., Mattituck SCTM #473889 Sec/Block/Lot# 106.-8-61 Pursuant to application dated 3/2/2021 and approved by the Building Inspector. To expire on 9/30/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,048.40 CO-NEW DWELLING $50.00 Total: $2,098.40 Building Inspector 1 S0�ryOl O Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G �. • �o sean.devlina-town.southold.ny.us Southold,NY 11971-0959 Q�yCDUNrI,�� . BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Zenith Property Group LLC Address: 4525 Stanley Rd city:Mattituck st: NY zip: 11952 Building Permit* 46006 Section: 106 Block: 8 Lot: 61 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Puccio Electric License No: 4806M SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 56 Ceiling Fixtures 18 Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt 1 Wall Fixtures 10 Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 57 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt G2S Emergency Fixture Time Clocks Disconnect Switches 57 4'LED Exit Fixtures Pump Other Equipment: Fridge, Oven, Mini Fridge, DW, Micro, Hood, 200A Panel 40 Circuit/29 Used Notes: New Two Story Inspector Signature: Date: July 19, 2022 S.Devlin-Cert Electrical Compliance Form fat � Town Hall Annex Telep46a(63_i)765-1802 54375 Main Road_ ""} Fax(631)765-9,502: P:O.Box.1179 Southold,'NY 11971-0959 .V ;BUILDING D8PART-MENT. TOWN OF SOUTHOLD C EA T;i'F L.C.A.T`TOW Date .:.::.:..V� Building_Pertnit 140: QQ r )'(_z Owner:. Q. b©c.,-A - (Please print) unibei::C, .. (Please.print) I.cerky that the:solderused in the water supply system contains Iess than-2/10 of 1% lead. tubers Signature) Sworn to before:me this day of ;NOT Y - @��C Kota Public Lx--, / �"'' Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DArimaro Engineering Projected Rating 4525 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_023 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-61 Oasis at Mattituck, Corp. 2021_023 4525 Stanley Rd.P.CC.blg Date: 2/27/2021 Building Information Conditioned Area (sq ft) 3908 Conditioned Volume (cubic ft) 42583 Insulated Shell Area (sq ft) 7677 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times,the energy features listed below will change in the field from what has been input in the analysis. DAmaro Engineerings field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. Ceilings [ ] 1. Sealed Attic: R-39 SPF SA(1479 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Vaulted: R30,FG1,10-16,C (193 s.f.) R-0.0 continuous insulation, R-30.0 cavity insulation. Name: 1st sty Insulation Grade: 1 II 111 Face / inset Comments/Location Above-Grade Walls [ ] 1. Wall: R-20 Batt+Rigid (2556 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-15.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Wall: R15,FG1,4-16 (307 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage Insulation Grade: 1 11 III Face / Inset Comments/Location REM/Rate- Resi'dentiM Energy Analysis and Rating_Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4525 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_023 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-61 Oasis at Mattituck, Corp. 2021_023 4525 Stanley Rd.P.CC.blg Date: 2/27/2021 Above-Grade Walls [ ] 3. Wall: R-18 SPF+Rigid (336 s.f.), Between sealed attic and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: attic gables Insulation Grade: 1 II III Face / inset Comments/Location [ ] 4. Wall: R15,FG1,4-16 (95 s.f.), Between conditioned space and attic R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to attic Insulation Grade: 1 II III Face / inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.13 [ ] 1. Window: U:0.30, SHGC:0.30 (45 s.f., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-1 Orientation: East Comments/Location [ ] 2. Window: U:0.30, SHGC:0.30 (45 s.f., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-2 Orientation: East Comments/Location [ ] 3. Window: U:0.30, SHGC:0.30 (6 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-3 Orientation: North Comments/Location [ ] 4. Window: U:0.30, SHGC:0.30 (30 s.f., West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-4 Orientation: West Comments/Location REM/Rate-;Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Page 2 of 8 Energy Code "Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4525 Stanley Road 631-878-7808 2021-02-27 ' Mattituck, NY 11952 Jerry DAmaro Rating No:2021=023 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-61 Oasis at Mattituck, Corp. 2021_023 4525 Stanley Rd.P.CC.blg Date: 2/27/2021 Windows and Skylights [ ] 5. Window: U:0.28, SHGC 0.31 DR (40 s.f., West), U-Value: 0.280, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: D-5 Orientation: West Comments/Location [ ] 6. Window: U:0.28, SHGC 0.31 DR(40 s.f., West), U-Value: 0.280, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: D-6 Orientation: West Comments/Location [ ] 7. Window: U:0.30, SHGC:0.30 (9 s.f., West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-7 Orientation: West Comments/Location [ ] 8. Window: U:0.30, SHGC:0.30 (30 s.f., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors; describe features: Name: W-8 Orientation: East Comments/Location [ ] 9. Window: U:0.30, SHGC:0.30 (30 s.f., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-9 Orientation: East Comments/Location [ ] 10. Window: U:0.30, SHGC:0.30 (23 s.f., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name:W-10 Orientation: East Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v16.0:4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 8 Energy Code. Inspection-Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4525 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_023 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-61 Oasis at Mattituck, Corp. 2021_023 4525 Stanley Rd.P.CC.blg Date: 2/27/2021 Windows and Skylights [ ] 11. Window: U:0.30, SHGC:0.30 (6 s.f., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-11 Orientation: East Comments/Location [ ] 12. Window: U:0.30, SHGC:0.30 (6 s.f., North), U-Value: 0.300, SHGC:0.300 For windows without labeled U-factors, describe features: Name: W-12 Orientation: North Comments/Location [ ] 13. Window: U:0.30, SHGC:0.30 (16 s.f., West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-13 Orientation: West Comments/Location [ ] 14. Window: U:0.30, SHGC:0.30 (30 s.f., West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-14 Orientation: West Comments/Location [ ] 15. Window: U:0.30, SHGC:0.30,(16 s.f., West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-15 Orientation: West Comments/Location [ ] 16. Window: U:0.30, SHGC:0.30 (7 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-16 Orientation: North Comments/Location REM/Rate- Residential.Energy Analysis and Rating.Software.v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 4 of 8 it =: Energy Code Inspecti®n -Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4525 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_023-' RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-61 Oasis at Mattituck, Corp. 2021_023 4525 Stanley Rd.P.CC.blg Date: 2/27/2021 Windows and Skylights ( ] 17. Window: U:0.30, SHGC:0.30 (7s.f.;West), ,U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-17 Orientation: West Comments/Location [ ] 18. Window: U:0.30, SHGC:0.30 (7 s.f., West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-18 Orientation: West Comments/Location Doors [ ] 1. Door: PCH Front Door(34 s.f.), R-Value 4.3 Comments/Location [ ] 2: Door: PCH Garage (18 s.f.), R-Value 6.7 Comments/Location [ ] 3. Door: PCH BSMT(22 s.f.), R-Value 4.5 Comments/Location [ ] 4. Door: Fiberglass U-0.17 JD (18 s.f.), R-Value 5.9 Comments/Location [ ] 5. Door:Attic Access (12 s.f.), R-Value 5.0 Comments/Location REM/Rate-"Residential Energy Analysis and•Ratirig Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 5 of 8 d Energy Code .Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4525 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_023 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-61 Oasis at Mattituck, Corp. 2021_023 4525 Stanley Rd.P.CC.blg Date:2/27/2021 Frame Floors [ ] 1. Floor: R30,FG1,X-16 (18 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-30.0 cavity insulation. Name: 2nd FL over gar Insulation Grade: I II III Face / inset Comments/Location Slab Floors [ ] 1. Slab: R-0 Paramount (1406 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location Foundation Walls [ ] I. Wall: R-11 Paramount (1149 s.f.), Between conditioned space and ambient/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Wall: R-11 Paramount (225 s.f.), Between conditioned space and garage/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: to garage Insulation Grade: 1 II III Face / Inset Comments/Location Rim and Band Joists [ ] 1. Joist: FF to outside (142 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: FF to outside Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Joist: FF to garage (17 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: FF to garage Insulation Grade: 1 II III Face / Inset Comments/Location REWRate.- Residential Energy Analysis and Rating Software:v1 6.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 6 of 8 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected-Rating 4525 Stanley Road 631-878-7808 2021-02-27 . Mattituck, NY 11952 Jerry DAmaro Rating No:2021_023 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-61 Oasis at Mattituck, Corp. 2021_023 4525 Stanley Rd.P.CC.blg Date: 2/27/2021 Rim and Band Joists [ ] 3. Joist: 2F to outside(82 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. _ Name: 2F to outside Insulation Grade: 1 II III Face/ inset Comments/Location [ ] 4. Joist: 2F to attic (8 s.f.), Between conditioned space and attic- R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to attic Insulation Grade: 1 II III Face / Inset Comments/Location Mechanical Equipment [ ] 1. Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Make and Model Number [ ] 2. Water Heating: Conventional, Propane, 0.70 EF, 50.0 Gal. Make and Model Number [ ] 3. Cooling:Air conditioner, Electric, 15.1 SEER. Make and Model Number Mechanical Ventilation System [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Balanced, 85.0%Sensible Efficiency, 48.0%Total Efficiency, 110 cfm, 24.0 hrs/day, 85.0 watts, ECM Fan Motor. System description(make) Air Leakage Control [ ] Blower Door Test at Final [ ] House is air-sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 2129) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 7 of 8 Energy Code Inspection Checklist 1 Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4525 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_023 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-61 Oasis at Mattituck, Corp. 2021_023 4525 Stanley Rd.P.CC.blg Date: 2/27/2021 Infiltration Requirements for IECC 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage (if not exempt from testing) [ ] Duct System 1 Leakage to Outside and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 10.000 CFM @ 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 40.000 CFM @ 25 Pascals Duct Leakage Code Requirements for IECC 20091ECC: Postconstruction Leakage Test: Duct Leakage to Outdoors<=8 CFM25 / 100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=6 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage <=4 CFM25 / 100 sq ft CFA. 2012 IECC and Prescriptive Path for 2015-2018 IECC: Postconstruction Leakage Test: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage<=3 CFM25 / 100 sq ft CFA. 2015-2018 IECC Performance Path (Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. Notes REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO,.Boulder, Colorado. Page 8 of 8 RJEWRate - Residential Energy Analysis and Rating Software v16.0.4. �7 New York Compliance Certificate Project Title: New Home 1000-106-8-61 Projected Rating: Based on Plans - Field Confirmation Required. Report Date 2021-02-27 Data Filename 2021_023 4525 Stanley Rd.P.CC.blg Energy Code 2018 IECC as amended in the 2020 New York State Energy Conservation Construction Code Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Propane Glazing Area Percentage 13% Heating Degree Days 5294 HERSlndex 57 Construction Site Owner/Agent Designer/Contractor HERS Rater 4525 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering ' Mattituck, NY 11952 4525 Stanley Road 3080 Route 112, Suite C Jerry DAmaro Mattituck, NY 11952 Medford, NY 11763 Certification#2614397 631-767-4807 631-878-7808 Building Information Conditioned Area(sq ft) 3908 Conditioned Volume (cubic ft) 42583 Insulated Shell Area(sq ft) 7677 The items below will be inspected for energy code certification.Any deviation from these specifications should be brought to the' attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass Performance Path Pass Duct R-Value Pass 'Maximum Energy Cost($/yr) 5358_ Maximum UA 448 Your Home Energy Cost($/yr) 4876 Your Home UA 430 Better Than Code (Pert) 9.8% Better Than Code (UA) 3.9% Gross Area Cavity Cont._. -Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA 1231 39.0 0.0 43 Roof 2: R30,FG1,10-16,C 193 30.0 0.0 7 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid 2556 15.0 5.0 143 AG Wall 2:, R15,FG1,4=16 307 15.0 0:0• 24 REM/Rate- Residential Energy,AnalyMs and Rating Software v16.0.4 This information does-not constitute any warranty,of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Tr )' REWRate - Residential Energy Analysis:.and..Rating Software v1.6.0.4. r, New York Compliance- Certificate Gross Area Cavity_ Cont'.. Glazing or,Door. Assembly or Perimeter . R-Value R-Value U-Factor UA AG Wall 3: R-18 SPF+Rigid 336 13.0 5.0. t 19 AG Wall 4: R15,FG1,4-16 95 _ 15.0 0.0 8 Joist 1: Cond -> ambient 142 13.0 5.0 0 Joist 2: Cond - garage 17 13.0 0.0 0 Joist 3: Conti->ambient 82 _13.0 5.0 U Joist 4: Cond- attic 8 13.0 0.0 0 Window 1: U:0.30, SHGC:0.30 292 0.300 88. Window 2: U:0.28, SHGC 0.31 DR 80 0.280 _ 22 Door 1: PCH Front Door 34 0.230 0 Door 2: PCH Garage 18 0.150 0 Door 4: Fiberglass U-0.17 JD 18 0.170 0 Door 5: Attic Access 12 0.200 0 Floors Over Garage Floor 1: R30,FG1;X-16 _, _. :18 30.0 0,0:; Basement Walls Wall 1: R-11 Paramount 1107 0.0 11.0 61 Wall 2: R-11 Paramount 225 0.0. , :. ,11.0 13 Window 3: U:0.30, SHGC:0.30 21 0.300 6 Door 3 22 0.220 0 Duct Insulation R-Value Infiltration Htg: 3.00 Clg: 3.00 ACH50 Mechanical Equipment _ Heating: Fuel-fired air distribution, 64.0 kBtuh, 96.1 AFUE. Water Heating: Conventional, Prop, 0.70 EF. Cooling: Air conditioner, 34.8 kBtuh, 15.1 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application,. ' Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction-in which the,home is built. Name-Title Signature Date Rater I, JerryD'Amaro of DAmaro Engineering, certify that the home listed above, as modeled meets or exceeds all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to REWRate-,Residential.Energy,Analysis and,Rating Software.v16:0.4 ThisInformation does-not constitute any warranty.of energy costs,or savings. ©1985-2020.NORESCO; Boulder, Colorado. Page 2 of 3 r I REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate the local jurisdiction in which the home is built. I further attest that I am a certified Home Energy Rater and affiliated with p�o a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. C7wo�'--- Name-Title Signatur Date REWRate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4525 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_023 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-61 Oasis at Mattituck, Corp. 2021_023 4525 Stanley Rd.P.CC.blg Date: 2/27/2021 Building Information Conditioned Area (sq ft) 3908 Conditioned Volume (cubic ft) 42583 Insulated Shell Area (sq ft) 7677 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features listed below will change in the field from what has been input in the analysis. DAmaro Engineerings field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. Ceilings [ ] 1. Sealed Attic: R-39 SPF SA(1479 s.f.) R-0:0 continuous insulation, R-39.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location ( ] 2. Vaulted: R30,FG1,10-16,C (193 s.f.) R-0.0 continuous insulation, R-30.0 cavity insulation. Name: 1st sty Insulation Grade: 1 II III Face / Inset Comments/Location Above-Grade Walls [ ] 1. Wall: R-20 Batt+Rigid (2556 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-15.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Wall: R15,FG1,4-16 (307 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage . Insulation Grade: I II III Face / Inset Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v1'6:0:4^ This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Energy .Code- Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4525 Stanley Road 631-878-7808 2021-02-27- Mattituck, NY 11952 Jerry-D'Amaro Rating No:2021_023 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-61 Oasis at Mattituck, Corp. 2021_023 4525 Stanley Rd.P.CC.blg Date:2/27/2021 Above-Grade Walls [ ] 3. Wall: R-18 SPF+Rigid (336 s.f.), Between sealed attic and ambient-. R-5.0 continuous insulation, R-13.0 cavity insulation. Name: attic gables Insulation Grade: 1 II III Face / inset Comments/Location [ ] 4. Wall: R1'5,FG1,4-16 (95 s.f.), Between conditioned space and attic R-0.0 continuous insulation, R-15.0 cavity'insulation. Name: to-attic Insulation Grade: ' I ' II 111 Face i Inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.13 [ ] 1. Window: U:0.30, SHGC:0.30 (45 s.f., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled.U-factors, describe features: Name: W-1 Orientation: East Comments/Location [ ] 2. Window: U:0.30, SHGC:0.30 (45 s.f., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-2 Orientation: East Comments/Location [ ] 3. Window: U:0.30, SHGC:0.3U(6 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name:W-3 Orientation: North Comments/Location [ ] 4. Window: U:0.30, SHGC:0.30 (30 s.f., West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-4 Orientation: West Comments/Location REM/Rate-Residential Energy-Analysis and Rating Software v16.9.4, This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 2 of 8 Energy Code Inspection Checklist -, Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4525 Stanley Road 631-878-7808 2021-02-27 • , Mattituck, NY 11952 Jerry DAmaro Rating No:2021_023 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-61 Oasis at Mattituck, Corp. 2021_023 4525 Stanley Rd.P.CC.blg Date: 2/27/2021 Windows and Skylights [ ] 5. Window: U:0.28, SHGC 0.31 DR(40 s.f., West), U-Value: 0.280, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: D-5 Orientation: West Comments/Location [ ] 6. Window: U:0.28, SHGC 0.31 DR(40 s.f., West), U-Value: 0.280, SHGC: 0:310 For windows without labeled U-factors, describe features: Name: D-6 Orientation: West Comments/Location [ ] 7. Window: U:0.30, SHGC:0.30 (9 s.f., West), U-Value: 0.300; SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-7 Orientation: West Comments/Location [ ] 8. Window: U:0.30, SHGC:0.30 (30 s.f., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-8 Orientation: East Comments/Location [ ] 9. Window: U:0.30, SHGC:0.30 (30 s.f., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-9 Orientation: East Comments/Location [ ] 10. Window: U:0.30, SHGC:0.30 (23 s.f., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-10 Orientation: East Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 8 . y Energy Code .linspection Checklist- Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4525 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_023 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-61 Oasis at Mattituck, Corp. 2021_023 4525 Stanley Rd.P.CC.big Date: 2/27/2021 Windows and Skylights [ ] 11. Window: U:0.30, SHGC:0.30 (6 s.f.,, East), U-Value: 0.300,-SHGC: 0.300 , For windows without labeled U-factors, describe.features: Name: W-11 Orientation: East Comments/Location [ ] 12. Window: U:0.30, SHGC:0.30 (6 s.f:, North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-12 Orientation: North Comments/Location [ ] 13. Window: U:0.30, SHGC:0.30 (16 s.f., West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features:_. Name: W-13 Orientation: West Comments/Location [ ] 14. Window: U:0.30, SHGC:0.30,(30,s:f.., West), .U-Value: 0:300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-14 Orientation: West Comments/Location [ ] 15. Window: U:0.30, SHGC:0.30 (16 s.f., West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-15 Orientation: West Comments/Location [ ] 16. Window: U:0.30, SHGC:0.30 (7 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-16 Orientation: North Comments/Location REM/Rate ;Residential,EnergyAnalysis-and Rating.Softwareml6.0:4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 4 of 8 Energy Code. Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4525 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_023 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-61 Oasis at Mattituck, Corp. 2021_023 4525 Stanley Rd.P.CC.blg Date:2/27/2021 Windows and Skylights [ ] 17. Window: U:0.30, SHGC:0.30 (7 s.f., West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-17 Orientation: West Comments/Location [ ] 18. Window: U:0.30, SHGC:0.30 (7 s.f., West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-18 Orientation: West Comments/Location Doors [ ] 1. Door: PCH Front Door(34 s.f.), R-Value 4.3 Comments/Location [ ] 2. Door: PCH Garage (18 s.f.), R-Value 6.7 Comments/Location [ ] 3. Door: PCH BSMT(22 s.f.), R-Value 4.5 Comments/Location [ ] 4. Door: Fiberglass U-0.17 JD (18 s.f.), R-Value 5.9 Comments/Location [ ] 5. Door: Attic Access (12 s.f.), R-Value 5.0 Comments/Location REM/Rate- Residential Energy'Analysis and Rating'Software v16.0:•4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 5 of 8 Energy Code . Inspection, Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4525 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_023 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-61 Oasis at Mattituck, Corp. 2021_023 4525 Stanley Rd.P.CC.blg Date: 2/27/2021 Frame Floors [ ] 1. Floor: R30,FG1,X-16 (18 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-30.0 cavity insulation. Name: 2nd FL over gar Insulation Grade: 1 II III Face / Inset Comments/Location Slab Floors [ ] I. Slab: R-0 Paramount (1406 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location Foundation Walls [ ] 1. Wall: R-11 Paramount (1149 s.f.), Between conditioned space and ambient/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: main Insulation Grade: 1 II III Face/ Inset Comments/Location [ ] 2. Wall: R-11 Paramount (225 s.f.), Between conditioned space and garage/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: to garage Insulation Grade: 1 II III Face / Inset Comments/Location Rim and Band Joists [ ] 1. Joist: FF to outside (142 s.f.), Between conditioned space and ambient R-5.0 continuous insulation,R-13.0 cavity insulation. Name: FF to outside Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Joist: FF to garage (17 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: FF to garage Insulation Grade: 1 II III Face / Inset Comments/Location REM/Rate- Residential Energy Analysis.and,Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 6 of 8 Energy Code Inspecti®n Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4525 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_023 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-61 Oasis at Mattituck, Corp. 2021_023 4525 Stanley Rd.P.CC.blg Date: 2/27/2021 Rim and Band Joists [ ] 3. Joist: 2F to outside (82 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to outside Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 4. Joist: 2F to attic (8 s.f.), Between conditioned space and attic R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to attic Insulation Grade: 1 II III Face / Inset Comments/Location Mechanical Equipment [ ] I. Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Make and Model Number [ ] 2. Water Heating: Conventional, Propane, 0.70 EF, 50.0 Gal. Make and Model Number [ ] 3. Cooling: Air conditioner, Electric, 15.1 SEER. Make and Model Number Mechanical Ventilation System [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Balanced, 85.0%Sensible Efficiency, 48.0%Total Efficiency, 110 cfm, 24.0 hrs/day, 85.0 watts, ECM Fan Motor. System description(make) Air Leakage Control [ ] Blower Door Test at Final [ ] House is air-sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 2129) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IIECC 2009 IECC Infiltration limit for the design home is 7 ACH50. REWRate- Residential Energy Analysis.and Rating Software v16.0:4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 7 of 8 Energy Code Inspection .Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4525 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_023 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-61 Oasis at Mattituck, Corp. 2021_023 4525 Stanley Rd.P.CC.blg Date:2/27/2021 Infiltration Requirements for IECC 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage (if not exempt from testing) [ ] Duct System 1 Leakage to Outside and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 10.000 CFM @ 25 Pascals ( ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 40.000 CFM @ 25 Pascals Duct Leakage Code Requirements for IECC 20091ECC: Postconstruction Leakage Test: Duct Leakage to Outdoors<=8 CFM25 / 100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=6 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage <=4 CFM25 / 100 sq ft CFA. 2012 IECC and Prescriptive Path for 2015-2018 IECC: Postconstruction Leakage Test: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage <=4 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage<=3 CFM25 / 100 sq ft CFA. 2015-2018 IECC Performance Path (Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. Notes REM/Rate- Residential Energy Analysis,and Rating Software x16.0:4 This information does not constitute any warranty of energy costs or savings. ©1985-2020.NORESCO, Boulder, Colorado. Page 8 of 8 Asuitding Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4525 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_023 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-61 Oasis at Mattituck, Corp. 2021_023 4525 Stanley Rd.P.CC.blg `-Property/Builder Information Building Name New Home 1000-106-8-61 Owners Name Oasis at Mattituck, Corp. Property Address 4525 Stanley Road City, St, Zip Mattituck, NY 11952 Phone Number Builder's Name Oasis at Mattituck, Corp. Phone Number 631-767-4807 Email Address peter@modernagehomebuilding.com Plan/Model Name Zenith 2-R-S Community/Development The Fields at Mattituck-Lot 7 Identifier/Other 418-07 Organization Information Organization Name DAmaro Engineering Address 20 Mariposa Lane City, St, Zip Manorville, NY 11949 Phone Number 631-878-7808 Website www.damaroengineering.com Rating/RESNET.Information= f Provider ID 1998-072 Sample Set ID 00000000 Registry ID Registry Date Registered Raters Name Jerry DAmaro RatersID 2614397 Raters Email jdamaro@optonline.net Last Field Insp 2021-02-27 Rating Type Projected Rating Reason for Rating New Home Rating Number 2021_023 Rating Permit Date 04/01/2021 REM/Rate=-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4525 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro' Rating No:2021_023 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-61 Oasis at Mattituck, Corp. 2021_023 4525 Stanley Rd.P.CC.big General Building Information Area of Conditioned. Space(sq ft) 3908 Volume of Conditioned. Space 42583 Year Built 2021 Housing Type Single-family detached Level Type(Apartments Only) None Floors on or Above-Grade 2 Number of Bedrooms 4 Foundation Type Conditioned basement Foundation is w/in Infiltration Volume: N/A Enclosed Crawl Space Type N/A Number of Stories Including Conditioned Basement 3 Thermal Boundary Location N/A fLFoundation Wall Information Name Library Entry Location Length(ft) Total Depth Height Uo Value Uo Value Height(ft) Below Above Combo* (wall only) Grade(ft) Grade(ft) main R-11 Paramount Cond->ambient/grr 143.67 8.00 7.00 1.00 0.055 0.086 to garage R-11 Paramount Cond->garage/gmd 25.00 9.00 7.00 2.00 0.058 0.086 * Uo Value Combo combines wall, airfilm, and soil path _Foundation Wall Library List Foundation Wall: R-11 Paramount Type Solid concrete or stone Thickness(in) 8.0 Studs None Interior Insulation Continuous R-Value 11.0 Frame Cavity R-Value 0.0 Cavity Insulation Grade 1 Ins top 0.00 ft from top of wall Ins Bottom 0.00 ft from bottom of wall Exterior Insulation R-Value 0.0 REWRate- Residential Energy Analysis and,Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 2 of 14 ouRdin Summary rY Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4525 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_023 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-61 Oasis at Mattituck, Corp. 2021_023 4525 Stanley Rd.P.CC.blg Foundation Wait Library_List Ins top 0.00 ft from top of wall Ins bottom 0.00 ft below grade Note JD, Blanket Wall Slab Floor"Information Name Library Entry Area(sq ft) Depth Below Full Exposed . On-Grade Grade(ft) Perimeter(ft) Perimeter(ft) PeriMeter•(ft) main R-0 Paramount 1406 7.00 169 169 0 Slab_f loor.Library.List Slab Floor: R-0 Paramount Slab Covering None Perimeter Insulation (R-Value) 0.0 Perimeter Insulation Depth (ft) 0.0 Under-Slab Insulation (R-Value) 0.0 Under-Slab Insulation Width (ft) 0.0 Slab Insulation Grade 1 Radiant Slab No Note JD Frame Floor Information Name Library Entry Location Area(sq ft) Uo Value 2nd FL over gar R30,FG1,X-16 Btwn cond Et garage 18 0.035 Frame Floor Library List J Floor: R30,FG1,X-16 Information From Quick Fill Screen Continous Insulation R-Value 0.0 Cavity Insulation R-Value 30.0 Cavity Insulation Thickness (in.) 9.3 Cavity Insulation Grade 1 Joist Size (w x h, in) 1.5 x 9.3 Joist Spacing (in oc) 16.0 Framing Factor- (default) 0.1300 REM/Rate-'Residential Energy Analysis,and,Rating Software v16.0.47 This information does not constitute any warranty of energy costs or'savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4525 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_023 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-61 Oasis at Mattituck, Corp. 2021_023 4525 Stanley Rd.P.CC.blg Frame:Floor Library List Floor Covering HARDWOOD Note JTD Rim-wand_Band Joist Information ___ � . - Name Location Area(sq ft) Continuous Framed Cavity Ins Joist Insulation Uo Value Ins Cavity Ins Thk(in) Spacing Grade FF to outside Cond > 142.00 5.0 13.0 2.0 16.0 1 0.056 ambient FF to garage Cond -> garage 17.00 0.0 13.0 2.0 16.0 1 0.078 2F to outside Cond -> 82.00 5.0 13.0 2.0 16.0 1 0.056 ambient 2F to attic Cond > attic 8.00 0.0 13.0 2.0 16.0 ' 1 0.078 ±A6ove=Grade Wall. Name Library Entry Location Exterior Color Area(sq ft) Uo Value main R-20 Batt+Rigid Cond > ambient Medium 2556.00 0.056 to garage R15,FG1,4-16 Cond -> garage Medium 307.00 0.079 attic gables R-18 SPF+Rigid Sealed Attic-> ambient Medium 336.00 0.058 to attic R15,FG1,4-16 Cond > attic Medium 95.00 0:079 AbOVe-Grade WalllibraryIist Above-Grade Wall: R-20 Batt+Rigid Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 5.0 Frame Cavity Insulation (R-Value) 15.0 Frame Cavity Insulation Thickness (in) 3.5 Frame Cavity Insulation Grade 2 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.5 Note JD,Batt+ Rigid Foam Above-Grade Wall: R151VFG124-16 REW.Rate,- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1.985-2020 NORESCO, Boulder, Colorado. Page 4 of 14 ui [ding Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4525 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_023 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-61 Oasis at Mattituck, Corp. 2021_023 4525 Stanley Rd.P.CC.blg Above Gr"ade V4�all 0_ibrary.List's� ,_ 1 Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 0.0 Frame Cavity Insulation (R-Value) 15.0 Frame Cavity Insulation Thickness (in) 3.5 Frame Cavity Insulation Grade 1 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.5 Note JTD Above-Grade Wall: R-1 8 SPF+Rigid Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 5.0 Frame Cavity Insulation (R-Value) 13.0 Frame Cavity Insulation Thickness (in) 2.0 Frame Cavity Insulation Grade 1 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.0 Note JD,2"closed-cell SPF+R-5 Rigid Foam Window Inforrraatiori _ � ` � Overhang �� Y Interior Adjacent Name Walt Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading W-1 AGWalt 1 East 0.300 0.300 45.00 1.0 12.0 17.0 0.85 0.70 None None W-2 AGWall1 East 0.300 0.300 45.00 .1.0 1.0 6.0 0.85 0.70 None None W-3 AGWall1 North 0.300 0.300 6.00 0.5 12.0 15.0 0.85 0.70 None None W-4 AGWall1 West 0.300 0.300 30.00 1.0 1.3 6.5 0.85 0.70 None None D-5 AGWall1 West 0.280 0.310 40.00 1.0 12.0 19.0 0.85 0.7G None None D-6 AGWall1 West 0.280 0.310 40.00 1.0 12.0 19.0 0.85 0.70 None None REM/Rate- Residential Energy Analysis and,Rating Software v1&.0.-4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 5 of 14 r � Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4525 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_023 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-61 Oasis at Mattituck, Corp. 2021_023 4525 Stanley Rd.P.CC.blg Windowv lnfo�madon " Overhang Interior Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer . Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading W-7 AGWall1 West 0.300 0.300 9.00 1.0 1.3 4.3 0.85 0.70 None None W-8 AGWall1 East 0.300 0.300 30.00 1.0 5.0 10.0 0.85 0.70 None None W-9 AGWaLL 1 East 0.300 0.300 30.00 1.0 5.0 10.0 0.85 0.70 • None None W-10 AGWall1 East 0.300 0.300 23.30 1.0 1.8 5.7 0.85 0.70 None None W-11 AGWall1 East 0.300 0.300 6.00 1.0 0.7 3.7 0.85 0.70 None None W-12 AGWall1 North 0.300 0.300 6.00 1.0 3.0 6.0 0.85 0.70 None None W-13 AGWall1 West 0.300 0.300 16.00 1.0 1.0 5.0 0.85 0.70 None None W-14 AGWall1 West 0.300 0.300 30.00 1.0 5.0 10.0 0.85 0.70 None None W-15 AGWall1 West 0.300 0.300 16.00 1.0 6.0 10.0 0.85 0.70 None None W-16 FndWall1 North 0.300 0.300 7.00 0.0 0.0 0.0 0.85 0.70 Most Most W-17 FndWall1 West 0.300 0.300 7.00 0.0 0.0 0.0 0.85 0.70 Most Most W-18 FndWall1 West 0.300 0.300 7.00 0.0 0.0 0.0 0.85 0.70 Most Most Door,Information Name Library Entry WallAssignmentOpaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area front PCH Front Door AGWaLL 1 34.0 0.189 4.3 No to garage PCH Garage AGWaLL 2 18.0 0.132 6.7 No bsmt-to-outside PCH BSMT FndWall 1 21.6 0.182 4.5 No side Fiberglass U-0.17 JD AGWall 1 18.0 0.147 5.9 No Attic Access Attic Access AGWaU 4 11.5 0.168 5.0 No lIRoof Information, Name Library Ceiling Roof Exterior Radiant Type Uo Value Cement or Roof Tile Entry Area(sq ft) Area(sq ft) Color Barrier Clay Tiles Ventilation main R-39 SPF SA 1231.00 1479.00 Medium No Sealed 0.035 No No Attic 1st sty R30,FG1,10-1E 193.00 193.00 Medium No Vaulted 0.036 No No t Roof.Librarje List, Ceiling: R-39 SPF SA REM/Rate- Residential Energy Analysis and Rating Software x16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 6 of 14 Dufld;n Summaryg . Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4525 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_023 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-61 Oasis at Mattituck, Corp. 2021_023 4525 Stanley Rd.P.CC.blg Information From Quick Fill Screen Continous Insulation (R-Value) 0.0 Cavity Insulation (R-Value) 39.0 Cavity Insulation Thickness (in) 6.0 Cavity Insulation Grade 1 Gypsum Thickness (in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 7.3 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Sealed Attic Note JTD Ceiling: 1130,FG 1,10-16,C Information From Quick Fill Screen Continous Insulation (R-Value). 0.0 Cavity Insulation (R-Value) 30.0 Cavity Insulation Thickness (in) 9.3 Cavity Insulation Grade 1 Gypsum Thickness (in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 9.3 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Vaulted Note REM/Rate Resideritial'Energy An'alysis'arid Rating Software x16:0:4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 7 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4525 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_023 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-61 Oasis at Mattituck, Corp. 2021_023 4525 Stanley Rd.P.CC.blg 'Mechanicai Equipment Number of Mechanical Systems 3 Heating SetPoint(F) 68.0 Heating Setback Thermostat Present Cooling SetPoint(F) 78.0 Cooling Setup Thermostat Present DHW SetPoint(F) 125.0 [Heat:,Prop furn,64K;96%J® SystemType Fuel-fired air distribution Fuel Type Propane Rated Output Capacity (kBtuh) 64.0 Seasonal Equipment Efficiency 96.1 AFUE Auxiliary Electric 426 Eae Note Lennox EL196UH070XE36B Number Of Units 1 Location Sealed Attic Performance Adjustment 100 Percent Load Served 100 Water Heater Type Conventional Fuel Type Propane Energy Factor 0.70 Recovery Efficiency 0.82 Water Tank Size (gallons) 50 Extra Tank Insulation (R-Value) 0.0 Note A.O.Smith GPVT 50 200, AHRI 5497170, JTD Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 100 Cool: JDJ 5i ISEER;34:8K ; REM/Rate-,Residential Energy Analysis and,Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 8 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4525 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_023 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-61 Oasis at Mattituck, Corp. 2021_023 4525 Stanley Rd.P.CC.blg System Type Air conditioner Fuel Type Electric Rated Output Capacity (kBtuh) 34.8 Seasonal Equipment Efficiency 15.1 SEER Sensible Heat Fraction (SHF) 0.70 Note AHRI 203374690 Number Of Units 1 Location Sealed Attic Performance Adjustment 100 Percent Load Served 100 - _777 s 77777777777777---7 DHW Efficiencies _ All bath faucets Et showers<=2gpm false All DHW pipes fully insulated >= R-3 false Recirculation type None (standard system) Farthest fixture to DHW heater 40 TOTAL Pipelength for longest DHW run 70 DWHR unit present? false DHW Diagnostics dhwGpd 54.87 peRatio 0.69 dishwasherGpd 2.44 clothesWasherHotWaterGPD 4.48 EDeff 0.95 ewaste 24.44 tmains 57.60 dwhrWhlnletTempAdj 0.00 pumpConsKwh 0.00 pumpConsMmbtu 0.00 REM/Rate='Residentia[�Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 9 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4525 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_023 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-61 Oasis at Mattituck, Corp. 2021_023 4525 Stanley Rd.P.CC.blg I Duct Systems. . Name main Conditioned Floor Area(sq ft) 3908.0 #of Returns 2 Heating System Prop Furn,64k,96%JD Cooling System JD,15.1SEER,34.8K Supply Duct Surface Area(sq ft) 791.4 Return Duct Surface Area(sq ft) 293.1 No bldg cavities used as ducts TRUE Type Location Percent Location R-Value Supply Sealed Attic 80.0 4.2 Conditioned space 20.0 0.0 Return Sealed Attic 80.0 4.2 Conditioned space 20.0 0.0 Test Exemptions IECC TRUE RESNET 2019 FALSE ENERGY STAR LtO FALSE Duct Leakage Input Type Measured Test Type Both Tested Duct Test Stage Postconstruction Test LtO (Leakage to Outside) Total Duct Leakage Supply Et Return 10.00 CFM @ 25 Pascals 40.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 10 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4525 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry D'Amard Rating No:2021_023 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-61 Oasis at Mattituck, Corp. 2021_023 4525 Stanley Rd.P.CC.blg Infiltration and Nlechan�ca( i%ent>flat>lon .� r � ':d � � Whole Dwelling Infiltration Input Type Blower door Heating Season Infiltration Value 3.00 ACH @ 50 Pascals Cooling Season Infiltration Value 3.00 ACH @ 50 Pascals Shelter Class 4 Code Verification Tested Mechanical Ventilation for IAQ Type Balanced Unable to Measure Mechanical Ventilation FALSE Rate(cfm) 110 Adjusted Sensible Recovery Efficiency(%) 85.00 Adjusted Total Recovery Efficiency(%) 48.00 Hours per Day 24.0 Fan Power(watts) 85.00 ECM Fan Motor true Ventilation Strategy for Cooling Cooling Season Ventilation Natural Ventilation Good Air Exchange for Multi-Family NA REM/Rate-Residential Energy'Analysis'and Rating Software`41'6.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 11 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4525 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_023 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-61 Oasis at Mattituck, Corp. 2021_023 4525 Stanley Rd.P.CC.blg Rating/RESNET audit Ceiling Fan CFM/ Watt 0.00 Refrigerator kWh/yr 709 Refrigerator Location Conditioned Range/Oven Fuel Type Propane Induction Range No Convection Oven No Dishwasher Energy Factor 0.00 Dishwasher kWh/yr 270 Place Setting Capacity 12 Clothes Dryer Fuel Type Propane Location Conditioned Moisture Sensing Yes CEF 2.32 Clothes Washer Location Conditioned LER(kWh/yr) 704 IMEF 0.331 Capacity(CU.Ft) 2.874 Electricity Rate 0.08 Gas Rate 0.58 Annual Gas Cost 23.00 Qualifying Light Fixtures Interior Lights% 0.0 Exterior Lights% 0.0 Garage Lights% 0.0 Interior LEDs% 100.0 Exterior LEDs% 100.0 Garage LEDs% 100.0 REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 12 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4525 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_023 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-61 Oasis at Mattituck, Corp. 2021_023 4525 Stanley Rd.P.CC.blg i`Mandatory Requirements i IECC Requirements Verified IECC 06 false Verified IECC 09 false Verified IECC 12 false Verified IECC 15 true Verified IECC 18 false Verified NY-ECCC 2020 true Verified IECC MI false Verified IECC NC 2018 false EPA Requirements Rater certifies that the home complies with the following requirements for: None ENERGY STAR Version 3 Appliances Amount Refrigerators 0 Ceiling Fans 0 Exhaust Fans 0 Dishwashers 1 ENERGY STAR Multi-Family Checks Clothes washer is in a category with no ENERGY STAR options. NA Clothes dryer is in a category with no ENERGY STAR options. NA Apt or Townhome uses'Class AW'Windows. NA ENERGY STAR Version 3 Basements Basement Wall Area 50%Below Grad: true Basement Floor Area 1406.00 Slab Insulation Exemption: false Indoor airPlus Verification Checklist false EPA Field App ID REWRate- Residential Energy Analysis and Rating Software v16.0:4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 13 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4525 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_023 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-61 Oasis at Mattituck, Corp. 2021_023 4525 Stanley Rd.P.CC.blg DOE Zero Energy Ready Home_ Home Builder ID Number Mandatory Requirements Verified Fenestration false Verified Insulation false Verified Duct Location false Verified Appliance false Verified Lighting false Verified Fan Efficiency false Verified Water Efficiency false Verified EPA Indoor airPLUS false Verified Renewable Energy Ready Solar Electric false Optional Home Builder Commitments for Recognition Certified under the EPA WaterSense for New Homes Program No Certified under the IBHS fortified for Safer Living Program No Followed the DOE Zero Energy Ready Home Quality No Management Guidelines The buyer of this home signed a waiver giving DOE Zero Energy No Ready Home access to utility bill data for one year. Active Solar System Type None Collector Loop Type None Collector Type None Collector Orientation None Area(sq ft) 0.0 Tilt(degrees) 0.0 Volume(cu ft/gat) 0.0 REM/Rate•- Residential Energy Analysis and,Rating Software,v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 14 of 14 .10 V_ T �a0f SOUIyO # # TOWN'-OF SOUTHOLD BUILDING DEPT. °`"�ou►m �� 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PL13G. [ OUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION,' [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: f.0�001A 07"< �.-�. •� r DATE INSPECTOR q�ffl * # TOWN OF SOUTHOLD-BUILDINGDEPT. 765-1802 .1 NSPEC ION [ ]- FOUNDATION 1ST [ ROUGH PL13G. Z OUNDATION 2ND [ ] INSULATION/CAULKINGRAMING /STRAPPING ' [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION, [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL- (FINAL) [ ] CODE VIOLATI N [ ]-PRE C/O,/'/ REM RKS: t v ts., Flow/ J r ' vY� S _ Ivo DATE INSPECTOR OF SOUIyo�O # TOWN OF. SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECTION - [ ] FOUNDATION 1ST [ ] FOUNDATION'2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY j ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]" FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: (/ Ib �/�.. DATE .INSPECTOR ,qf SO # TOWN.OF SOUTHOLD BUILDING DEPT'. �`ycourm ' 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &`CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: 'te l All,IS_'SlA 1,�� e !�O&.PILM far DATE 11 INSPECTOR < o i f pFSL4 001-12 � �� G 00 y �► OI/Tyo6 # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION.2ND , [ ] . INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �� 1 ccmb,g m 1h v� f d a `tel Fra /'r in eel ss� Acl-- DATE J 'Z INSPECTOR pf SOUT,yO6 # TOWN -OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECT 10 N 7 [ ] FOUNDATION 1ST [ . ] ROUGH PLBG. [ ] FOUNDATION 2ND [" ] I ULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION, [ ] ECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATIONhi, PRE C/O REMARKS:- t kWe' +1 Vb oq NDftf.-w ira v �1�✓ kt�h� Q_ 2;6fl k;v � zw - f:::(WW6/ 0A.- Kwf nm -ow DATE 6 3/.-lo a� INSPECTOR V4 y/AqX)b OF SOUlyolo C c o \;J S� �C7 — # # TOWN OF SOUTHOLD BUILDING DEPT. comm, 631-765.1802 -INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE ,C/O [ ] RENTAL REMARKS: ^-�' �� ka ok- DATE INSPECTOR SOUIyo -- - # f TOWWOF SOUTHOLD BUILDING DEPT. �ycou765-1802 INSPECPON .[ ] FOUNDATION 1ST [ ROUGH PLBG. [ OUNDATION 2ND [. ] ;INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: C DATE Skolwo INSPECTOR NOV 1 4 2022 - C:*. TF1.Ct * OF4114= C I , . _ - .. '._FC✓R,7fr`$iY4'�'t#2's€F.P.�Jf:' For':the fit}lowing,hame:` Lot 7-The.i.i6lds at.Whitt&: 10Qt}<10b`M61 STREET 110!)RES'a, _ . 4525 8tanley-Rbad Ne'w York 11952. CITY $1li7B ZtP R-YALK TI3ICRTYB SS- CBos��-��i•�pray`Pvlyattt#�rte.�cs�tr Aa�ter:�a .��inc#'ias. Attic t3c>B�ai :B?f,aS-ThB imam;.c- AttiGi3�bfe�d>VYct==j Bnctzas Rafter Ft-39;`tr"6�'afiB-f3:.__.. _....,. ... VMS. Kri t- ed Kn�uf R.-4��o�set'Et�YSt tlVafB InseatatBcsrt B3s@men (dr stt ti 6t1 3. inches, 8anr1 J #st;R•93 GlcsSec±- e3B SPB: lnWtrascens B n 'J isi .2 inche-§: .Other.. 49wage C*Iin - B2.tr rhes ra e iB#r g Knsuf E bot€Bi 31 in 2nd.p?6sr pB�.t�rn-s The,un0qrs1gq0 GMr iftes ti�at, naut IBasulaticn products:have.bitth.instbited in_accorcl��ce with e.irBartufactisrer's recoB�tm rtded .applications fcr the6e.prcducts. Httrtter Insulation. H-59143 iNSTALLINQ COMP"MY STATE 1}CB BbSf 675.,Elton Stre.et STREET ADDRESS Riverhead Ne*w York1 J01 GETY,v STATE ZIP r� � 6-24-2022 SIGNATURE 'DATB Contractor's Submittal wwep s;SAi7 iBSB;E»4TBttB. tc Material approved for use in project. :pne Mau{Wve 4525 Stanley Road,Matti€uck egg Sh�B 3viil ,t€v x€6776 Approved by D'Amaro Engineering and Surveying,P.C. �, TectiialcaI Su{s it t ;(317).:3994434 ext.5.727 �$+a` r) J UIN � . 02020 B€nauf B6suBatsun,titc.. I DATA SHEET I Basement Wall Insulation kA trf with ECOSO Technology FOR THE WORLD WE LIVE IN." DESCRIPTION "- --""' CONTRACTHunter Insulation OR: Basement Wall Insulation is a fiberglass blanket laminated to The OR: at Mattit ' '-Lot 7 a perforated facing that can be left exposed. It is also available JOB: unfaced for non-exposed areas such as crawl spaces. It gives you DATE: June 28, 2022 y the flexibility to apply,the insulation horizontally or vertically, which allows for either, half-wall or full-wall. Perforated facing is recommended for 6e majority of basement wall applications. DOING MOREFOR THE-MIRLDREILIVE IN. The perforations in the facing allow moisture to pass through the material, reducing theKnauF Insulation ° °°possibility of condensation and ensuring ucfs with ' c ° rTIadeusing1 1 - 1 bio-based . 1 proper thermal performance. alternative,to the phenol/formaldehyde(PFJ binder APPLICATIONproducts., bio-base binder-holds our 1 1 1 1 1 1 1 • New construction or for retrofit in existing homes in ique appearapceand'.makesit1 1 1 SPECIFICATION COMPLIANCEAll.of our.�pr,, �aremade . resources, • ASTM C665 , • Type 11, Class A, Category 11 ,. puttingbottles , • IECC Code for alcontinuous R-value with a Class A Fire a productsare madeWit a minimum of-5.0% rating with no further modificationrecycled _ „ epch.month. INDOOR AIR QUALITY • EUCEB Certified 9 Contractor's Submittal Material approved for use in project. 4525 Stanley Road,Mattituck Approved by D'Amaro Engineering and Surveying,P.C. °v'Y°�fi„'q��'1,+,,p"'•��i� °,.sF4" 'n•`sii:/�,�„_ .ti�' FORMS AVAILABLE Fa R-Value Dimensions cing. .•` °'°.s”a 3.5°x 48"x 60' >..;t R-11 , PSK Perforated(White) >> ". q• _ 3.5"x 88"x 60' 6ATA Property(Unit) I estPerformance' _ -�A,..�c •x� m-rE�+F+n.�,r�:�r�+�. .�-.>»- *-� a ' .�:ta.v;� moi.- m Corrosiveness ASTM C665 Does not accelerate corrosion of steel Thermal Value ASTM C518 R-11 Combustibility ASTM E136 Non-combustible(insulation only) Surface Burning Characteristics ASTM E84* 25/50 (flame spread/smoke developed) *The ASTM E84 standard is used solely to measure and describe properties of materials and products in response to heat and flame under controlled laboratory conditions.This numerical flame spread is not intended to reflect hazards presented by this or any other material under actual fire conditions. / ^ � / Plus ThB NO-BURN' Intumescent Coating Spray Polyurethane Foam Insulation PRODUCT DESCRIPTION No-Burn Plus ThBison||nternot�no|8uUding ' � ^,International Residential,and Notiono|Fire Protection Association Life "".e`y ."1 intumescent coating. When exposed to high g ochorbonier protecting treated substrates from fire. ' Manufactured incompliance with|SOSOOl0000ertifiad G 11191F, intumescent coating,Plus ThBieapplied tospray polyurethane foam insulation,achieving the fire performance prescribed. . ABOUTUS No-Burn intumescentboatings provide the high- performance,code-compliant fire protection needed in PACSTORAGE existingnew and residential and commercial construction. Pails: 5gallons(1S/)58.5lbs. In the presence of extreme heat or fire,intumescent Drums: 55gallon drum (2O8A'net 45gallons coatings ' originalhmOA580.5|bu thickness, substrate and uigndJcondy `�' � . reduces its rate ofco/combustion. Shelf Life: l2nnonthoinunopened sealed contoiner� uvu/uproperly stored //uuvv`u/ u/�p' - Storage: 40-F(4-C) -9O"F(32"C) coat spray application n the code compliance you need with o water-ba I sed,low Vocemission formula, Best Practices for Safe Handling- &Storage- available inwhite and tinted coloring. / PLUS Th13 PRODUCT SPECIFICATIONS Color: VVhit /Gray/Tinted Code Requirement Compliance Thermal Barrier Assembly 15 minutes:_ER-305 'TER 1905-03 Intumescent Color Wheel&TintiD_q Ignition Barrier Assembly 5*minutes:_ER-305 TER 1905-03 White Exterior Rated Wall Intertek Design Listing: Finish: Rot Assembly BASF/FI 30-09 Interior Finish FS 0 SD 10,Class A pH: 7-8 ' Vapor Retarder 5 perms,Class III Application: Best Practices for Application USDA Incidental Food ANSINSF 51 Food Zone Film Thickness: Reference Code and ComplianceReport i I Contact Materials Dry Time: 60-9 1 0 minutes Overcoat: VVote.rbooedwith pHof7-8 Contractor's Submittal Safety: Material approved for use iuproject. VO000ntant: IS g/L 4525 Stanley Road,Maubuok VOCsnniaeiono: Approved hyD'&mmnEngineering and Surveying,P.C. ' r DATA SHEET i EcoBatt° Insulation IthAuppqATIONwith ECOSEO Technology LD WE LIVE 1N' I DESCRIPTION I Hunter Insulation EcoBatt batt insulation is a cost-effective thermal and acoustical CONTRACTOR: - barrier for energy-efficient Mpg: The Fields at Mattituck Lot 7 construction. Ecobatt insulation I f DATE: June 28,2022 : products can be used!in new and retrofit wood and metal frame l - applications in residential, commercial and manufactured housing i structures. High Density(HD) batts are available where optimal thermal performance 'is required and space is limited. Staple- • ® • rp Free batt insulation is flangeless kraft-faced batts that friction fit between 16"on center wood studs, eliminating the need to staple. i APPLICATIONS ° Cavity walls, exterior and partition walls, floors, ceilings, attics, basements and crawlspaces . . .. . .. SPECIFICATION COMPLIANCE • ASTM C665 (facing); • Type I, Class A, (Unfaced) • Type 11, Class C, Category 1 (Kraft) - • Type III, Cliass A, Category 1 (FSK-25 foil) • Type III, Class B, Category 1 (Foil) , • California Energy Commission • MEA#498-90-M i r • State of Minnesota N4 . INDOOR AIR QUALITY • UL Environment : • GREENG U ARD Certified • GREENGUARD Gold Certified • Validatedlto be Formaldehyde-Free • EUCEB Certified Contractor's Submittal Material approved for use in project. 4525 Stanley Road,Mattituck Approved by D'Amaro Engineering and Surveying,P.C. DATA Property(Unit) Test 1 Performance Corrosion ASTM C1617 Pass Thermal Value ASTM C518 See Forms Available chart Water Vapor Permeance ASTM E96 Kraft Faced: 1.0 perms or less;FSK-25 and Foil Faced:0.05 perms i Water Vapor Sorption(by weight) ASTM C1104 Less than 5% Combustibility ASTM E136 Non-combustible(unfaced only) Mold Growth ASTM C1338 Pass Surface Burning Char Iactenstics ASTM E84 Unfaced and flamed-rated FSK facings:25/50 (flame spread/smoke developed) Kraft facing will burn and should not be left exposed. r \ �x 0 : 1 Bunch, Connie From: Lanza, Heather Sent: Friday, November 04, 2022 10:09 AM To: Chris Dwyer Cc. Bunch, Connie Subject: RE: Fields at Mattituck CO's for Lo 7, 11 &26 Connie, Planning staff inspected the constructed homes and found that the buffers were kept in place as shown on t filed subdivision map, so all are in accordance with the approvals of the Planning Board. he Heather Lanza,AICP Town Planning Director Southold Town Planning 53095 Route 25 P.O.Box 1179 Southold,New York 11971 Phone: (631)765-1938 E-mail: heatherl0southoldtownn aov From:Chris Dwyer<cdwyer@lkma.com> Sent: Friday, November 4,2022 6:41 AM To: Lanza, Heather<heather.lanza@town-so uthold.ny.us> Cc: Bunch, Connie<Connie.Bunch@town.southold.ny.us> Subject: Fields at Mattituck CO's for Lots 7, 11 &26 Good morning Heather, Thanks once again for meeting me at the development yesterday. We hope that your visit provided assurances that the developer has a great respect for following the filed map and the C&R's associated with the map. Pursuant to our visit we would like to memorialize the observations made with respect to Lots 7& 11's compliance to the non-disturbance vegetated buffer in the rear yards of each. As we walked around the development I believe it was evident that the developer maintained (in most cases left more of a buffer than required)these vegetated buffers on all applicable lots and even left a buffer on the lots in the circle (22-26)that were not burdened with any clearing restrictions. I have copied Connie from Building on this email so that she has the benefit of knowing what occurred at the site visit conducted by your Department yesterday afternoon. Please reply to all in order to confirm what is stated in this email so that the Building Department can issue CO's for those two lots. Lot 26 does not have'a clearing restriction so unless there are any deficiencies in the submission made by our office we would.expect that CO to be issued as well. Thanks again for taking the time out of your day to visit these new residential dwellings in Mattituck. Regards, Christopher F. Dwyer I Associate 1 , 17 _, �1 I S , • HOMES LIPA CT 2 7 2026 Long Island Power Authority 2012 Combustion Safety Testing Form LIPA ENERGY-STA a-'Homes Certified Home Address: 4525 Stanley Road —j -7 City: Mattituck Builder Name: Oasis at Mattituck Corp. Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of 1 Location of this CAZ: Basement/Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: July 11, 2022 Outdoors Temp During Test: 80 OF CAZ DepressurizationN( OTE:Net Change=Test Pressure—Base Pressure) Base Pressure: 0 pa. CAZ Ambient CO: 0 PPM Test Pressure: -5.1 pa. Appliances/Fireplace Simulated for Test? Yes_ No Net Change: -5.1 pa. If Yes,Total CFM Simulated - (explain in notes) NOTES: Fireplace is a sealed unit with all combustion air from outside. Heating'Syst, % Primary: Yes ✓ No_ Type: Furnace ✓ Boiler—Heat Pump—Other r, z Ven9k Tvne s Draft Sip liaae S iSn dlage CO CO . E icien k,- Fuel-Tune. _ _ Circle.T e) Pascal orst Case atural (Worst Case atural Rating: N_P✓ O_E N V_M_S✓ - Pa. Pass ✓ Fail_ Pass✓ Fail_ - PPM - PPM • Yes ✓ Tuve: Standard Tank ✓ Indirect Tankless Size: 50 Style Common Vent❑ WasferHeatep Primary: No Instantaneous Commercial See Note (Gallons) 4 91 . _ _ ( ) ) Stand Alone s. a .;Ventine Tyne 3 Draft S ilia a Snilltiee.(Naturag CO CO Efficiency Fuel Tyne. (Circle Type)- (Pascal) (Worse Case) (Worse Case) -_. (Naprral)- EF: N P ✓O E N M✓ S -. Pa. Pass ✓ Fail Pass✓Fail 6 PPM 6 PPM Oven Oven is Electric or No Oven Exists IR Oven Range Hood Vented to Outside Yes ✓ No_ Oven CO - PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric '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 Sjy1e. Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Jerry D'Amaro Rater Number: 2614397 Rater Signature: _ Date: July 11, 2022 lh brm 90106 02 CST Form 2012 Effective 1/1/2012 Corresponds to BHI -2012 Home Energy Rating Certificate Property HERS P Y New Home 1000-106-8-61 Rating Type: Confirmed Certified Energy Rater: Jerry D'Amaro 1 Oasis at Mattituck, Corp. Rating Date: 2022-07-11 Rating Number: 2021_023 4525 Stanley Road � Registry ID: 378789719 Mattituck, NY 11952 Estimated Annual Energy Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Use MMBtu Heating 44.1 $Cost Cost 38% General information Cooling 2.9 $175 5% Conditioned Area 3908 sq. ft. House Type Single-family detached Hot Water 14.9 $345 9% Conditioned Volume 42583 cubic ft. Foundation Conditioned basement Lights/Appliances 29.4 $1651 4496' Bedrooms 4 Photovoltaics 0.0 $0 0% Service Charges $151 4% Mechanical Systems Features Total 91.3 $3730 100% Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Criteria Water Heating: Conventional, Propane, 0.72 EF, 48.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 20.00 CFM25 ECCC New York State 2020 Ventilation System Balanced: ERV, 130 cfm, 96.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes 50 Calculatio Building Shell Features 1 44 CFM50 x( .0 AC/42583 cf)x(60 min/1.0 hr) =2.175 ACH50 Ceiling Flat NA Slab R-0.0 Edge, R-0.0 Under Sealed Attic R-39.0 Exposed Floor R-30.0 Vaulted Ceiling R-30.0 Window Type U-Value: 0.300, SHGC: 0.270 Above Grade Walls R-20.0 Infiltration Rate Htg: 1544 Clg: 1544 CFM50 Foundation Walls R-11.0 Method Blower door HERS Rater D'Amaro Engineering and Surveying Lights and Appliance Features 20 Mariposa Lane Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Electric Manorville, NY 11949 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Propane 631-878-7808 Refrigerator (kWh/yr) 726 Clothes Dryer CEF 2.32 Dishwasher(kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, C lorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. F I CERTIFICATE OF INSULATION FtrNi59 .Et For the following home: Lot 7 -The Fields at Mattituck; 1000-106-08-61 STREET ADDRESS 4525 Stanley Road New York 11952 CITY STATE ZIP R-VALUE THICKNESS Closed-Cell Spray Polyurethane Foam Ratter Bays-6 inches Attic Ido-Bum Pius ThB Intumescent A#lic Gable End-Welis-2 inches Rafter R-39;End-Wail R-'i3 W81i5 Knauf c':obatt R-16 HD Kraft-faced 3.6 inches Basement Knauf R-11 Basement Wall Insulation (draped-bait) 3.5 inches Band Joist:R-13 Closed-Cell SPF&Intumescent Band Joist-2 inches Other: Garage Ceiling-12 inches Garage Ceiling:Knauf Ecobatt R-33 in 2nd floor ple0orm The undersigned certifies that Knauf Insulation products have been installed in accordance with the manufacturer's recommended applications for these products. Hunter Insulation H-59143 INSTALLING COMPANY STATE LICENSE 675 Elton Street STREET ADDRESS Riverhead New York 11901 CITY STATE ZIP 6-24-2022 SIGNATURE DATE t �! Contractor's Submittal ��F �OB' f+�i t�rtasur INSULATIor4.INC. s Material approved for use in project. �'�,�Ip�` .�� '� 1 One Knauf Drive 4525 Stanley Road,Mattituck - Approved by D'Amaro Engineering and Surveying,P.C. Shelbyville,IN 46176 1 Technical Support 1 (317)398-4434 ext.8727 -i,}- (� �q2 4640Q��uo� ti rliti:_i_,•,st.iit.'aU1n,iQtt.,�;3_i; C(7 c C K F n JUN 2 8 2022 Vii', �Y°�t"'a��b��1�� 01-20 �l EIdCd1 S/lllitl114t11i1� � p 2020 Knauf Insulation,Inc. , DATA SHEET Basement Wall InsulationNAD with ECOSEO Technologyit� �OR THE WOR LD WE LIVE IN.'° DESCRIPTION Hunter Insulation Basement Wall Insulation is a fiberglass blanket laminated to CONTRACTOR: SOB: The Fields at Mattituck- Lot 7 a perforated facing that can be left exposed. It is also available June 28, 2022 unfaced for non-exposed areas such as crawl spaces. It gives you DATE: the flexibility to apply the insulation horizontally or vertically, which allows for either half-wall or full-wall. Perforated facing is recommended for the majority of basement wall applications. DOING MORE • • THE WORLD The perforations in the facing allow moisture to pass through the Knauftirisulation products • , ,• material, reducing the possibility of condensation and ensuring proper thermal performance. e _ . e- . , ,• e e alternative to the , e , e- e• binder APPLICATION traditionallye e' ' e e. e , e binderholds our produci togeihergives , ee • New construction or for retrofit in existing homes uniqueee•.rance a6d�make's.itf.orLmaldehyde4rge,. SPECIFICATION COMPLIANCE All ofour.products are made , e ourcesi • ASTM C665 such as recycled glass and sandi And proud e • Type 11, Class A, Category 11 be putting gla s bottles back, , • IECC Code for a continuous R-value with a Class A Fire dfills,. Our ,e e • rating with no further modification recycled. . -milliowbottles month. INDOOR AIR QUALITY • EUCEB Certified with6 Contractor's Submittal Material approved for use in project. 4525 Stanley Road,Mattituck .: ,' a• Approved by D'Amaro Engineering and Surveying, P.C. FORMS RHaI'u`e Dimensions."" " Facingf 3.5"x 48"x 60' R-11 PSK Perforated(White) 3.5"x 88"x 60' F�7EC7HNICAL:DATA �- .�„cwt i�-� � _ � -��-�,� �'`"�' �:^ x•�`" "�' ,r .r��-. t Property(allnit)w �Pe fomance �` -p y Corrosiveness ASTM C665 Does not accelerate corrosion of steel Thermal Value ASTM C518 R-11 Combustibility ASTM E136 Non-combustible(insulation only) Surface Burning Characteristics ASTM E84* 25/50 (flame spread/smoke developed) *The ASTM E84 standard is used solely to measure and describe properties of materials and products in response to heat and flame under controlled laboratory conditions.This numerical flame spread is not intended to reflect hazards presented by this or any other material under actual fire conditions. Plus ThB NO-BURNNO-BURNO Intumescent Coating Spray Polyurethane Foam Insulation PRODUCT DESCRIPTION No-Burn Plus ThB is an International Building,International 9 I l Residential,and National Fire Protection Association Life Safety 101 thin film intumescent coating. When exposed to f` high temperatures and flame,Plus ThB intumesces creating _ g p _ . . a char-barrier protecting treated substrates from fire. Manufactured in compliance with ISO 9001,as a certified p intumescent coating,Plus.ThB is applied to spray ". - 6 polyurethane foam insulation,achieving the fire - r — performance prescribed. ABOUT US F No-Burn intumescent coatings provide the high- performance,code-compliant fire protection needed in PACKAGING/STORAGE new and existing residential and commercial construction. In the presence of extreme heat or fire,intumescent Pails: 5 gallons (19 L),58.5 lbs. coatings char and swell up to multiple times their original Drums: 55 gallon drum (208 L),net 45 gallons thickness,which shields the substrate and significantly (170 L) 586.5 lbs. Shelf Life: 12 months in unopened sealed containers, reduces its rate of combustion. properly stored Designed with the professional in mind,our simple one- Storage: 40°F (4°C) -90°F (32°C) coat spray application achieves the code compliance you Best Practices for Safe Handling&Storage need with a water-based,low VOC emission formula, available in white and tinted coloring. PLUS ThB PRODUCT SPECIFICATIONS Code Requirement Compliance Color: White/Gray/Tinted Thermal Barrier Assembly 15 minutes:ER-305.TER 1905-03 Intumescent Color Wheel&Tinting Ignition Barrier Assembly 5t minutes:ER-305,TER 1905-03 White Gray Exterior Rated Wall Intertek Design Listing: Finish: Flat Assembly BASF/FI 30-09 pH: 7-8 Interior Finish FS 0 SD 10,Class A Application: Best Practices for Application Vapor Retarder 5 perms,Class III Film Thickness: Reference Code and Compliance Report USDA Incidental Food ANSI/NSF 51 Food Zone Dry Time: 60-90 minutes Contact Materials. Overcoat: Water-based with pH of 7-8 Contractor's Submittal Safety: Plus ThB Safety Data Sheet(SDS) Material approved for use in project. VOC Content: 18 g/L 4525 Stanley Road,Mattituck VOC Emissions: CDPH (CA Spec 01350) Compliant Approved by D'Arriaro Engineering and Surveying,P.C. Code-compliant solutions. Life-saving protection. No-Burn,Inc. TRADEMARKS No-Burn,No-Burn logo and Fire Wise are trademarks owned by or licensed to No-Burn,Inc. SALES INFORMATION AND ORDER PLACEMENT LIMITED WARRANTY No-Burn,Inc.warrants that the No-Burn formula will be manufactured to the same specifications and 1-800-989-8577 quality,and will perform equally to the tests performed,by the independent laboratories when properly applied. Warranty TECHNICAL INFORMATION coverage is limited solely to the cost of product purchased hereunder and specifically excludes incidental expenses and 1-800-989-8577 consequential damages. The applicator warrants that the product,in its original form from the Manufacturer,will be stored, www.noburn.com mixed and/or applied as directed in the guidelines published by NoBurn,Inc.,to every reasonably accessible area that has been specified for protection. All implied warranties,from No-Burn,Inc.or the applicator are excluded. There may be situations and materials for which No-Burn will not prevent a fire from igniting or retard the progress of a fire. POLICY&PROCEDURES All sales of this product by No-Burn, Inc. are subjected to our Policy & Procedures available at httl2s://www.noburn.com/12olicies-procedures/ 0 2021 No-Burn,Inc. UPDATES AND CURRENT INFORMATION Revised 10-Nov-2021.The information in this document may change without notice. Made In the USA SUBMITTAL SHEET i DATA SHEET EcoBatt° Insulation huf!k�q!MUNxhnolo LD WE LIVE IN' with ECOS�' Technology DESCRIPTION Hunter Insulation EcoBatt batt insulation is a cost-effective thermal and acoustical CONTRACTOR: SOB:. The Fields at Mattituck- Lot 7 barrier for energy-efficient construction. Ecobatt insulation June 28 2022 products can be used in new and retrofit wood and metal frame � DATE: , _ applications in residential, commercial and manufactured housing structures. High Density(HD) batts are available where optimal thermal performance is required and space is limited. Staple- DOING 'MOREYOR THE WORLD Free batt insulation is flangeless kraft-faced batts that friction fit between 16" on center wood studs, eliminating the need to staple. Insulationproduct 0 1 1 gy are made iu.Mngour 0 / / e 1 -1 binder 1 - 1 1 1 , e 1 1 1- APPLICATIONS Cavity walls, exterior and partition walls, floors, ceilings, tra` ' 1 e e 11 1 . e. 1 ,bind,bindqr holds our 6rodupt togqther,rod1 1/ attics, basements and crawlspaces �umque appearance and makes it formaldehyd.e-free. SPECIFICATION COMPLIANCE All. 1 ourproducts1 1resources • ASTM C665 (facing); 1 �and 1wO�re,provd to • Type I, Class A, (Unfaced) be,putting ./ to w0krather than into • Type 11, Class C, Category 1 (Kraft) landfill,S. 0 w6ducts are madewith a minimum of 50% • Type III, Class A, Category 1 (FSK-25 foil) recycledglass--totaligg an average 6f 26 millionbottles • Type III, Class B, Category 1 (Foil) eachrnonth. • California Energy Commission • MEA#498-90-M • State of Minnesota INDOOR AIR QUALITY 4y • UL Environment • GREENGUARD Certified • GREENGUARD Gold Certified • Validated to be Formaldehyde-Free • EUCEB Certified Contractor's Submittal Material approved for use in project. 4525 Stanley Road, Mattituck Approved by D'Amaro Engineering and Surveying,P.C. DATA ....i Test r n<n I?r9p,'erty�Unit j:, Performance y � r �,` ., Corrosion ASTM C1617 Pass Thermal Value ASTM C518 See Forms Available chart Water Vapor Permeance ASTM E96 Kraft Faced: 1.0 perms or less; FSK-25 and Foil Faced: 0.05 perms Water Vapor Sorption (by weight) ASTM C1104 Less than 5% Combustibility ASTM E136 Non-combustible(unfaced only) Mold Growth ASTM C1338 Pass Surface Burning Characteristics ASTM E84 Unfaced and flamed-rated FSK facings: 25/50 (flame spread/smoke developed) Kraft facing will-burn and should not be left exposed. 1 1 • ' • ' COMMENTS i s, FOUNDATION(ISTv FOUNDATION (21) LjdddWP �I�I%�!r/moi" ,, �� - - • I'll F7 FRAMING V ;� v . 1L: , ,I s ROUGH PLUMBING .�. ' IflrAlffI R ;Zi W r MM'SMO .,.. INSULATISTATE •ENERGY •• 1 � ^L111. �i ' 4"" A Ili ®©�EWEMaim c ,- „ '�1�i Ml ADDITIONA • 7 TOWN OF SOUTHOLD—BUILDING DEPARTMENT 6# Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 y � ; Telephone(631) 765-1802 Fax (631) 765-9502 httpsJ/viww.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ; '7J PERMIT N0. Building Inspector: P .. s MAR - 2 2021 '-Appiicatione n'0forms,must,befiiied,riut in-theirentirety Incomplete- applications Witt not lie acce}?ted._;W h�Ce 4he Applicant:is not ttee'©wrier,,an OW666,-Authorization forin,(F4ge-Z);shal1 be.completed. Date:February 18, 2021 Name:Zenith Property_Group LLC scTM #1000-106.00-08.00-061.000 Project Address:4525 StanleyMMattituek NY 11952 Phone#:917-626-2996 Email:monumentalproperty@yahoo.com _ , Mailing address:3080 Route 112 Suite B Medford NY 11763 CONVICT 1PERSON': Name:Christopher F. Dwyer Mailing Address:437 South Country Road,Brookhaven NY 11719 Phone#:631-286-8668 Email:cdWyer@Ikma.com ,D' N-046FESS'11 ' DbIF RfVtAI'1AlV Name:Robert A. Steele P.E. Executive Vice President L.K. McLean Associates P.C. Mailing Address:437 South Country„ Road,Brookhaven, NY 11719 Phone#:631-286-8668 Email:rsteele Ikma.com `CONTRAaOR,INFORMATION: i Name:Oasis at Mattituck Corp Mailing Address: 3080 Route 112 Suite C Medford NY 11763 Phone#:631-767-4807 Email: eter moderns ehomebuilding.com_ ,6ESCR1PTION`OF FROFOSED CONSTRUCTION..'. '.;� RNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ [Will the lot be re-graded? BYes 0 N Will excess fill be removed from premises? BYes ONO 1 s PR4N'ERTY:INIFORMAT#ON Existing use of property:Vacant Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC W� • _v_..� '..._ __._•. this property? MYes El No IF YES, PROVIDE A COPY. 14-Check 136:After Reading:_The owner/contractor/design professional is,responsible for all'dralnage end stone water issues as provided by' Chapter' of t6Tlown HE Cade.APPUCATtCiN"Is REBY MADE to the Building fh'partinerif for the Inaanceof a Building Aermit pursuant to the.6uil0,8,zone' ordinance of the'itixrntiisoatholdistrlfolk,County,New,Yorkand other eppllcableLaws;Ordlnap es or Regulationi,fortVte'.corrstruttlonofbulldings;;m addltIdns,alteratlons or for remoxal of demntition as herein described.The applicant agrees to comply.with all applicabie laws,ordinances,building liousing c6deand`regiiifations.arrcl toadmit authorized inspectors on premises and in ii ikding{sj for necessary inspections.0else statements mads hereiri'are. ;,punkhable as a class A miscdeineanorpursuant to Section 2i6AS'of the Pleuv York State Penal;Law.t , Application Submitted By(print name):Christopher F. Dwyer MAuthorized Agent ❑Owner Signature rvof Applicant: Date: February 18, 2021 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Christopher F. Dwyer 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. Sword before me this �dayof February 2021 —, ?� j Notary Pui A10'1Ar YHPUBLINE WIc IEGAND P,ro,01 W16210359, tate of PROPERTY OWNER AUTHORIZATIOITomm;ss►'on Exp. Suffolk New York Co �02 (Where the applicant is not the owner) l John Popovitch residing at 3080 Route 112 Suite B Medford NY 11763 I, do hereby authorize Christopher F. Dwyer (LKMA)to apply on my behalf to th To n o outh uilding Department for approval as described herein. A'� 1,7-1 Own is Sign ure Da John Pop itch,Zenith Property Group LLC Print Owner's Name 2 V! DING-DEPARTMENT Electrical Inspector: TOWN OF SOUTHOLD' ` k4 $ f eu�o�So�TM�Lawn Hall Annex - 54375 Main.Road - PO Box 1179' ^+ t�owN Southold, New York 11971.0959. Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cr�southoldtownny qov -- seand(Dsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: . 101 I') .—U Company Name: Puccio Electric Contracting, Inc. Name: y-K a License No.: 4806-ME email: .�p Phone No: 3i� 4,- oqg MI request an email copy of Certificate of Compliance Address.:AlPynijoin PIWJ MoriChe-5 M ` 1 1Q1S19 JOB SITE INFORMATION (All Information Required) Name: �(5 CCL mxtl I CK Address: `jIA &)CLCi N Cross Street: Phone No.443 '566-0911 BIdg.Perm it#: 14 (o 06 6 Tax Map District: 1000 Section: Block: Lot: B F WORK (Please Print Clearly) New Dweiiing with 201amp Y.G.Service. New Dwelling with 200amp , .G. servicir Check All That Apply: Is job ready for inspection?: ❑✓ YES ❑NO ❑Rough In ❑Final Do you need a Temp Certificate?: ❑✓ YES ONO Issued On (�1'Y1GuQ�at J 3-Z j Temp Information: (All information required) Service Size ❑✓ 1 Ph ❑3 Ph Size: 200 A # Meters 1 Old Meter# Z New Service ❑ Service Reconnect ❑v Underground 0 Overhead # Underground Laterals Z1 ❑2 ❑H Frame ❑Pole Work done on Service? ❑✓ Y ❑N Additional Information: Need Temp ASAP Need Temp ASAP Need Temp ASAP PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx PERMIT # Address: Switches Outlets G FI's I I l Surface Sconces �® H H's UC Lts I Fans Fridge HW 40pli, Exhaust Oven W/D Smokes I t DW Mini . Carbon Micro Generator. Combo 1 Cooktop Transfer AC- AH Hood 1 Service Amps Have Used Special: Comments. P Electric: 6� _ 11ti, 111CC10 r, F.Icctrical Permil H 21 proatiin Rd_Center Moriches,NY 11934 �f Office:631-874-3098 Fax:631-874-7086 Lot# Licensed Electrician www.pucciociectriccorp_rnm Job Name&Address: 45_ E Lights Pool/Spa Hi-Hats Pool Light p�Outlets Switch(es) Flourescent Lights Pump Smoke Detectors Outlets Switches GFI's _Smoke/CO Combos Timer GFI's Breaker(s) -- Ceiling Fans Sub-Panel l-- Exhaust Fans Bonding Fan Speed Controls �^Washer Dryer AS ELECTRIC) _Stove GAS ELECTRIC) Fireplace (GAS ELECTRIC) Septic Line A/C Unit D Dish WasherD Outside Lights U� _Dual Function Breakers JUL - 5 2022 ---- GFI Breaker(s) EUILDNG DEPT TOjvN OE SOUTI..r D Arc Fault Breaker(s) Panel AOC) AMP Total Breakers a Breakers Used �_ Heat Detector i SURVEY OF LOTS 1-3 INCL.,LOTS 5-11 INCL., 13-17 INCL.AND 20,21 AND 27 MAP OF THE FIELDS AT MATTITUCK "�. FILED MARCH 31,2006 AS MAP NO.11370 LOCATED AT MATTITUCK NAP OF SUNSET KNOLLS, SECTION ToaI AREA SUMMARY TOWN OF SOUTHOLD NAP NO 5448, FILED 4/9/70 � SUFFOLK COUNTY,NEW YORK -_�-- -- --� -- NGT LOT AREA _NG. SOFT, SWSET DRIVE 1 56,640 (50• VIDE) _ 2 61,994 3 100,312 I y O 4 rNA h ti I v I BAA1£L V AND MARIA r QW 4 < 1 C n h V SCVA WCL SITE 5 38,395 9, h I h � h 4 NNW000)))NNN BRISOTTI ' I I VIS I N/F I ANDREW AND 1 MICHELLE AND 1 ```''��•��\'- I 6 41,673 p, q,y.ER RD +h.4 3 1 I N/f I pI CONSTANTIAOS I MARIA (STEVEN NACROS1 Nil �(in. 7 36,951 N� I N/F D.E THERDE AND M 1� N/F i AND MARATLLA MATRlPLfS SUFFOLK COUNTY O�✓\ h o l KGGY 1 I L111 WATER AUTHORITY 'rAli' VQE j TFMNAS PANDIT K .7TANTINIDES '.'A' fp ,h rERrsnvlDEr � cONr0vER0s I l 8 32,744 - 14 523.14.4s2z'QJ•s0"f $ fsr� ref•4a'4o-E rag a�- 1 - .ar 07D3' S22'DY50'[ 13526 6741 -522.20ro7.2 - -- 9 56,959 a — — — — — a — $ $ 10 47,933 J W9LL RoFW — 23'VREDLE IAND/OP Il 37,104 yti« 21 / &�(� ry OCATED REXISTINGaW -�� 13 51,437 u.rx Aa �d' �' • 14 50,850 �iW I O ,Wo-la600-aaWb7=Boo � 1 14 Q i e u• Ap 1000-106.(Gp-OB EASEAEN7 FOR 15 49,208 I COQ N/F I W 3 SGTx AD a%` SZT.Ml F /- /�0•y7'00"V�4a00' rERN Va TEa PETERS,aND�ar/E I eo l I /awiacavoam-msan —_ /mv-,a�sm-oBm-ossaoo Rc'rA@+. ,, �_� 16 37,240 •r _¢" �._ / T�A� 1 N 17 30,931 .0 20 32,685 SUBJECT SGTNa crx M2 k = 21 41,195 PROPERTY N/r 22 31,876RRE O !Lc tr 23 33,931 4 N� , J 6a N%l7 i 76 26 2tr-3, `.,,., 1 SD- A'Ne ± _�Qj F 24 32,803 TOWN OF SOUTHOLD NfCA•0.AS AND DIAN Y � ,,� I• O u.rX ra © .,__�_ 1_ �.�n� �='e 25 34,082 KAAnLOSII 2 I / IOW-!0600-OB.OYOB0.00 _� O Y ttG L1Y M rGTX,� =CI.AD �t 1 NI6'3B'10"V 26 32,010 pd ILtl]-)06m-OB.W-d]OAYp IOW-1p61pp00--079105 204.Qy . �Wg rxtt 1 27 1,367,048 S Nfv All SGT.Na t � ROAD 145, 7 RD/W `� & ,Rno-lacao-mm-e6sau 1 800 to N 20'WIDE II 17 22 ( .til OTA R 2,481,801 }?^ ELOCATED LCTA AD 8¢ Rnv 24 1 56.974 ACRE NlrrDU1D AVE UT:O RUNDIM?E I Njj `I N /, �TP000-ORroi77.0 1�1 >6aW 0-1 > J(, U SGTX IQ �j N _ 0e0D-IK,MIO - '� 1000-1QSftlKH0�0l8IXtl �: ` 50'VIDE WATER MAIN EASENENT TO TIELEGEND T W SL*TOLKCIXR/rr WATER AU77OR1TY •�` 9 - / .5• T�' N/.' TRUE -+ 1 AREA=145,600SD.FT./ O9 / CAROL C.KEIL OD DRAINAGESNA ME ® ELECTRIC NAN$E LOCATION MAP i-, O , LC-M7 - Q FIRE HYDRANT (NO SCALE) /F 0 �L O I O TELEPIMANHOLEE MANHOLE EVE STRAUSNIAr WINSTON W I < 1 O SGTX Na =GTx AD O ( CATCH BASIN /GGO-IC6W-OBOV43AOW NW-/pf.W-06W-060.0p0 • ROLND ARI D&CT 2a =CTA NS SGTX M SGTX M NOTES lFORNERLY ARTHUR BURNS) MBO-D609yN»67499 /aW-IDS.00-0BW-OK/.OW lc?A AOUf2dOp / [�Nu WATER VALVE POINT OF b ® CARL TER AVT BOK f. MEASUREMENTS ARE ACCORDANCE WITH U.S.STANDARDS BEGINNINGITOF © LOT MANBERS 2 BEARINOSANDDISTANCESASSHOWNON THEFEIOSATMATITIVar'FLED MARCH 31,2006AT y B8Q - BIFFER AREA THE SUFFOLK COUNTY CLERKS OFFICE AS MAP ND.11370 ,ON rA'0 117• r UNDERGROUND TELEPHONE 36'21 WELL J. ECEVAI ONS REFERENCE NAVD f9BB !23'13'00"✓Nf3'S ••y M20782q'N IfOB3' NE2.39'G7'•V 20606' N/F „N212920-V 854.13' N 0 DOUGLAS A AND FRANCES N COOPER - UNAUTHORIZED ALTERATION OR AOOn7ON TO A SURVEY MAP BEARING ALICENSED LAND 4. SURVEYDR'S SEAL/S A KOLA TON OF SECTION 7200,SUBDIVISION 2,OF THE NEW YORK STATE -- -- - EDUIC41IONLAW. 5. ONLY COPIES FROM THEORIGMAL OF THIS SURVEYMARKED WRHAN ORIGINAL OF THELAND SURVEYOR'S'EMBOSSED'OR 7NKED'SELL SHALL BE CONSIDERED TO BE VALD TRUE COPES PROPERTY IS SUMCT TO. 6. CERT/Fr-ATIONS INDCA TED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN • DECLARATION OF COVENANTS AND RESTIOCTIONS IN OBER 11835 ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOF=BY THE PACE 254(NOT LISTED)AND LIBER 12389 PACE 816(NOT NEWYORKSTATEASSOGA71ON OF PROFESSIONAL LAND SURVEYORS SAID CERTIFK:ATONS LISTED) SHALL REM ONLY TO THE PERSON FOR NHOM THE SU:VEY 5 PREPARED AND ON HIS BEHALF TO • DECLARATION AND COVENANT FOR ROAD DEdCATON AND THERTLECOMPANY,GOVERNMENTALAGENCYANDLENDNGNSTITUTONLSTEDHE/EONAND HOMEOWNERS ASSOCIATION IN LIBER 12429 PAGE 522(NOT TO THE ASS/GAEESOFTHELENDMINSTtTUTON CERTIFICATIONSARENOTTRANSFERABLETO LISTED). ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. • ELECTRIC AND TELEPHONE EASEMENT IN USER 12520 PAGE 531 (AFFECTS STREETS). 7. UNDERGROUNDUTILIIESSHOWHON MIS SURVEY ARF FROM UTiL/TYMARKOUiLOCATEDa • ELECTRIC EASEMENT N LIBER 10702 PAGE 482(NOT APPLICABLE). THE GROUND ANDDR RECORD PLANS BEFOREANYEXGVATKNIS TOBEGW,ALL • WATER EASEMENT IN OBER 12495 PAGE 137(PLOTTED). UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIE AND TYPE BY THE RESPECTIVE UTILITY COMPANES 8, ROHTS-FAYAYNOT SHOANARE NOT CERTIFIED. 9. THE SURVEY CLOSES MATHEMATICALLY. E 2 70. ZION/NG USE O/STRIC7'AC(LOTS 1 26)AND LOT 2rPROTfCTED FDATE HY DESCRIPTION APPROV. BY REVISIONS Town of Southold Suffolk County, New York d 3 TITLE SURVEY SUFFOLK COUNTYW-4L PROPERTY TAKMAPNOCERruED TO- Property at Mattituck ZENITH PROPERTY GROUP; TOWNJOF SOUTHOID: UISTRI 1 SCHEVERCOURTLLC, of THE FIELDS AT MATTITUCK SECTIO 113.00 .OHANNA RICHARD 2012 TRUST; Lor LD1.0 GRAPHIC SCALE BROOKLYNT/MBERLLC A, I L. ti �� °20D `' .a � 9'r- L. K. McLEAN ASSOCIATES, P.C. �D IWrripWeMdD n,eand m6DR20X1.-I, , Gam„ N�'�Y *+ S & LAND SURVEYORS U -A 437 SO. COUNTRY ROADCONSULTING . BROOKHAVEN, NS/EYORK SUFFOLK COUNTY REAL PROPERTY TAX.41 1 m H <i D SOF SOUTFK)lD' ( C-5052 � DeA:gnee BY d G.L.B./D.M. Sce: I IOO• Slael No. EST BLOCK 08.00 1 E SECTION 10600 (SIN P ) 7�1C.(Neaa� ,By��yo I h= 100 R TAMARA D—By: T.L.S./DA [btr 10/12/2020 fors LGSDOD-0sr.0DOINCL if1005906S .00D000WC_ AIM 067.000-07/.000 INCL and 074.000 AIA)071000 AfYSPLS HO.50528 2 APPra.ed Br 7.L.S I"N0- 20099.000 LEGEND PROPOSED euLaNc SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ��' 19'�*5-0- PERMITFOR APPROVAL OF CONSTRUCTION FOR A ,1' SINGLE FAMILY RESIDENCE ONLY 'YOB fiGyy PROPERTY ONE OGq�F�r Ll PROPOSED CONTOUR /}/�'✓� TOrq�,t - t 1.0- EXISTING CONTOUR I4; PROPOSED STANK PROP. D.G. EEING DATE 2i9i2021 H.S. REF. No. R-21-0038 `469, ESERvcE / PROPOSED FUTURE SANITARY LEACHING Pa PROPOSED IRE PMf510N SANITARY LEACHING NG POOL i ( PROPOSED SAWARY PIPE FOR MAXIMUM OP 4 BEDROOMS PROPOSED 8-AOS ROOF DRAINAGE PIPE 1 \/ •s /`` \ I ;-` PROPOSED DRAINAGE STRUCTURE(sem COW,) EXPIRES THREE YEARS FROM DATE OF APPROVAL PROPOSED WATER SERVICE Z F PROPOSED U.G.ELECTRIC sFFNCE �/• ( � I COEX INDERGROUND WATER '� �� EX.UNDERGROUND TELEPHONE CLEAN OUT "r I PROPOSED EXCAVATION INSPECTION REQUIRED o ';;'•L FOR SANITARY SYSTEM BY HEALTH DEPARTMENT W �; ; m 00 DEPTH EXISTING GRADE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES R' j h rtyr "I / °': ,O 0'•.:�:::::•55.8'DARK BROWN LOAM 54.8' ♦� S r— ti / BROWN CLAY �Ien 2 J( tY'�q ' PALE BROWN FINE SAND 50.8 P O\ a 3 P ) r ) SA BROWN CLAYEY SAND t 44.8 • 4 -- I %J..Q-k H195 I,1 45m PROPOSED PALE BROWN FINE SAND PROP. TRENCH DRAIN Z 1 r 1 - � U.C. � tT 380 % o°A J SSERVICE /� I TEST HOLE BY MCDONALD GEOSCIENCE o� I I DECEMBER 23, 2020 N*" (NO WATER ENCOUNTERED) y HIGHEST EXPECTED GROUNDWATER O EL. 0.5' I TEST HOLE #2 N.Ts. ROJCT, LOCATION id IX. 56 WATER ` METER — _ —— R'k0 h' f' S 67°3r's6� LOCATION MAP r SCALE: 1"= 1,000' I \ I I SITE PLAN SCALE: 1"= 40' D zDPROPOSED 4e - BUILDINGS: 2 STORY RESIDENCE 4 BEDROOM R-40 (RESIDENTIAL) SITE DATA: SCTM/: 1000-108-00-081 SITE AREAL 0.848 ACRES GATE BY DESCRIPTION APPROV. BY GENERAL NOTES: REVISIONS 1. THERE ARE NO KNOWN WELLS(DEEP OR SHALLOW)WITHIN 150.OF PROPOSED SANITARY STRUCTURES. TOWN OF S O U T H O L D 2. THERE ARE NO KNOWN STORM DRAINS WITHIN 20'OF PROPOSED CESSPOOLS. 3. THERE IS A WATER MAN AVAILABLE ON STANLEY ROAD. SUFFOLK COUNTY NY 4. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 BEDROOMS, go THE FIELDS AT MATTITUCK - SURVEY NOTES: - 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM,LONG ISLAND ZONE LOT 7 PROPOSED S A N I TA I 3. ELEVATIONS SHOWN HERE ON REFERENCE/AVD 1988. OF NEW - 4. TOPOGRAPHICAL SURVEY OBTAINED FROM 2014 USGS CMGP LION.POST SANDY FROM THE NATIONAL �� yp PLAN ADMINISTRATIONOCEANIC AND ATMOSPHERIC 5. PROP RTY SURVEY PERFORMEDBYA CLEAN ASSOCIATES.P.C.ON 5-13-2009:UPDATED ON S`o0 \ Siff. T 11-25-20 *, L. K. McLEAN ASSOCIATES, P.C. CONSULTING DIGNem 6T 7aRN IXXW=N6,1Ib010M M TCI YM 1171/ JSA55D°°W-d By. MF/CFD I swN.: AS NOTED D—W. MF DL°: DEC. 2020 10 APwww BY: RAS FIN N.. 20099.000 SITE PLAN DATA'• m Kidd Dnve • ',:"`, ,." ,Y• , ',, � . . Gapes r...- ... , �... _ ZENITH PROPERTY GROUP LLC ' r - 4525 STANLEY RD., MATTITUCK NY 11952 '`^00° 1000-106.00-08.00-061 .000 / j/ SITE AREA: 36,951 SF /0.848 ACRES Ria l 820$Q� LIMITS OF GRADING: 32,880 SF /0.931 ACRES EAR Q8� .rrc�T�E F VHF NO WELLS LOCATED WITHIN 100' / p.04-cE 404A, TRU T �l 1-14o SILT FENCE R s _ T µ GRADING LIMIT x Mattit�ck Hills 63, D" 45 TI1 ✓ \ OU DW3 ✓I 158 f • \J � ' (/ �' `/ `-� � /) / �\f � a - }r',i� % �'I�i�'u��'' '::" •��4'•'3':;�,�� •,�,r• � i �oAp �®�. w"�`s�t�• e I /• / \ `'` ° L ' ; 'V h� `" 1 y� L,�Y< .I ' `S� �• •;.-; �; Ay y�t��;,�.• ZP� �L `..n„ • / ✓ I 3' 3 3 3 D �J .�b:� `� �`�,*ri K 'S''"` ";i•Y .yy q "� `► @ r,' N �` 1' -- ' i. ``' � I d � � -� �•�� 1 LPJ ' � ► s� �Y 'PROJECT LOCATION i / I=DAT.A R.C.A.RL m ter ., ^V _ _t . �• — / /NGRpUN• .- i / �/ �� I 1 � y �k ± / �i�eac c�aaTwo auaE wR `V D ](Z- W/'/ • � �1. 2 sH /FE w�UN�N R / J \ a , r� { / \\ die M'E / r PLAN VIEW , t LAJ �� , � � �� / LOCATION MAP 00 / l R ° A ° SCALE: 1"= 1,000' � % 1 V... 1. / /— jo / \ r\ " sR1tK .Y.fRA1L DART ArvRa RaA �7 f� ( F�A�R6A� I �'`*1 / Ptk'1 4 ►gip nu.mlar PM.)�eov[neafra aewe MR m kWAOL 00 /POOL\ / Cs / CROSS SECTION z C1. ` ss= t D.W.J r _ _ j D 1\ Ij/ \ /� TEMPORARY CONSTRUCTION ENTRANCE SUM mm J I /Q ti 1. L i-- —i o ( (� ROOF LEADER r I / .W •\ ' o / .... o Q ) ' TRANSITION ^c„ SOIL STOCKPILE I I AREA 500 SF ± 1 o Q 5� BRANCH WITH BRASS OT CAST IRON CLEANOUT 'T' cam' BRONZE THREADED PLUG PERSPECTIVE VIEW s �.r I•. O 1 • ` ————— 4" CAST IRON PIPE 38" MINIMUM 2 x 2 :� �. 2 t Jf W PROPOSED CONSTRUCTION 19 MIN. PITCH GRADE FENCE01 \�� /• /. ""`.----- ` ENTRANCE 8" THICK CONCRREINFORCED ETE SLAB BELOW GRADER M I I- (6x WIRE 0 / 10 O — , f SURFACE AS PER SITE PLAN FILTER CLOTH s I W PROPOSED SILT FENCE E \. / 3 AT ENTRANCE e o i AREA AS I IWASH" �� h DEfAd�O / 9 w N• 1+►--5'-0"--►) 8. ADS EMBED FILTER CLOTH / I ' / rr� J / a SLOPE O 11 MIN. 6' INTO GROUND 3 PROPOSED TRENCH DRA / ; „ RECAST CONCRETE ROOF LEADER DOWNFALL DETAIL +' • W/� 6 ADS DRAINAGE E / 3 w CHIMNEY / ` TO D ELL w I °° III a " .�_ ` .. ..9., MAXIMUM DRAINAGE ARIEk N.T.S. 3 (n 013 1X =1 ® 1/2 ACRE / 100 LINEAR FEET 13 cm C9 C9 an m I 4- '� J I "/,�� / S 19 rG1 8" ADS DRAINAGE PIPE Y / / J , Y / W / I I�II I D®®®® ® SECTION DETAIL / 3 f � / 6 ADS DRAINAGE PIPE FOR f / / / /�h �� / ®®®® TRENCH DRAIN ONLY. SILT FEINCE DETAILS E � . /) / / v 3 �w // Z A C3 C3 C0 IQ 56 a ®® s _ 2" HEAVY DUTY BAR GRATE, HOT 2}' (\ 13®C9 I I( I= DIPPED GALVANIZED, 1.5' O.C. �. ©® . 3/4" DIA. 0 A' o , ANGLE FRAME HOLE 4 z \ S 67031/56 W 138,855— / / 1-1 W j =I I I I I DEEP FOR t •TCONNECTING f3;V CLW SAND i '` CLEAN . p FILLA — _ _ - —r__ r' I GRAVEL FILL. ,_ r PIN oi" A: f.'CIf1Ch'ET E� A CUsW GROUND • A r WATER _ �,• M M M M M M—'---M�, � 2'-0" Mi 8'-0" Diameter 2'-0" Mi s • �. ASPHAL�T'AVL '.NtA I 'I W —1-71 V CLEAN SAND do GRAVEL FILL ,yZ1 0 l D VIEW -/ '� 11 - �W TYPICAL SECTION 0 LEACHING POOL (DW) cn �_ r--- -3' - NOTES �•�-• ____._ _ ~� I 1. CONCRETE DESIGN STRENGTH PER ASTM 01 4,000 PSI AT 28 DAYS SITE PLAN s ' S" 4' 2. REBAR ASTM A-615 GRADE 60 GENERAL NOTE: r m •'� 3. WELDED WIRE FABRIC ASTM A-185 ' 4. TRENCH DESIGNED FOR AAS'HTO H-20 LOADING - SCALE: 1"= 20' O 2O 4O z'. •• ~ t•. • .s c THE LOCATION OF THE SCDHS Feet 0 APPROVED SANITARY SYSTEM +' souDOMITENDEND wAu. FOR INSIDE sEcnoN HAS NOT CHANGED AFTER SECTION A—A MOVING THE HOUSE. DEPTH EXISTING TYPICAL TRENCH DRAIN GRADE Of :•:•:•:•:•:•:•::•: 55.8' DETAIL ` DARK BROWN LOAM 1 54.8 BROWN CLAY N.T.S. LEGEND: STORMWATER DRAINAGE NOTES: to' 2, 53.8' F-7PROPOSED BUILDING CALCULATIONS: 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED c O b 0 AS A MINIMUM. PALE BROWN FINE SAND REQUIRED DRAINAGE CALCULATIONSe 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES 3/19/21 MF MOVED HOUSE 20' FROM NORTH PROPERTY UNE CFD a� E� PROPOSED ASPHALT DRIVEWAY (2" RAIN EVENT) SHOWN, THE CONTRACTOR SHALL COMPLY PRIOR ALL AND/OR UR MEASURES 5' 50.8' DATE �. DESCRIPTION APPROV. BY DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE s IMPERVIOUS (ASPHALT) - 2,100 SF COURSE OF THE CONSTRUCTION. 0--'--SAND PROPERTY LINE C=(1,050 X 1)- 1,050 3. ALL SEDIMENT CONTROL DIEICES AS INDICATED ON THE PLANS SHALL BE 1.050 X 2„/12" (RAINS"- 350 CF INSTALLED PRIOR TO DISTURBING ANY SOIL OR MILLING OF ASPHALT p O IMPERMEABLE BROWN CLAYEY SAND REVISIONS PROPOSED CONTOUR PAVEMENT THIS CONTRACT OR AS DIRECTEDOUENCE OF BY THE ENGINEER. THEON PLANS " A A 4—SHEETING IMPERVIOUS (ROOF) - 2,000 SF CONTRACTOR SHAM MAINTAIN ALL SEDIMENT CONTROLS AND REMOVE TOWN OF S O U T H O L D v —11.0—EXISTING CONTOUR C-(2,000 X 1)- 2,000 COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY THE 2.000 X 2"/12' (RAINFALL)- 333.33 CF ENGINEER. COLLECTED MATERIAL SHALL BE DISPOSED OF PROPERLY To AN 11' 44.8' SUFFOLK COUNTY, N Y + OFF—SITE LOCATION AS DIRECTED BY THE ENGINEER. SECTION { � PROPOSED SEPTIC TANK PROPOSED DRAINAGE CALCULATIONS: A--A E 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL �LF1 (—� BY SEDIMENT THE ENGINEER, MEASURES DEPICTED ARE IN PLACE. AND APPROVED O O O 1:1 OR FLATTER SIDE SLOPE OMAR PROPOSED SANITARY LEACHING POOL 350PT REQUIRED RED °W'' O THE FIELDS AT M ATT I T U C K PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL 80 DRYWELL— 350 CF/42,25 CF/VF— 8.28 VF 5. STABILIZED CONSTRUCTION ENTRANCE SHAH. REMAIN FOR THE DURATION PALE BROWN FINE SAND ]HII @ � E PROPOSED SANITARY PIPE PROVIDE: (1)80 LEACHING STRUCTURES 010' DEPTH OF THE SITE WORK UPON COMPLETION of WORK IN SEQUENCROOF (DW2 & DW3) CONCRETE WASH0UT DETAIL LOT 7 STO R M WAT E R to 8'0 DR CF REQUIRED N.T.S. �� N�� o MANAGEMENT SITE PLAN 17' 38.8' A. �,.. I —o- PROPOSED ADS ROOF DRAINAGE PIPE 8'0 DRYWELL= 333.33 CF�42.25 CF/VF= 7.89 VF lF _ PROVIDE (2)60 LEACHING STRUCTURES 04' DEPTH TEST HOLE BY MCDONALD GEOSCIENCE *��o S 4- Iow�A PROPOSED 8'a► DRAINAGE STRUCTURE (SOLID COVER) O DECEMBER 23, 2020 �- � L. K. McLEAN ASSOCIATES P.C. —• PROPOSED WATER SERVICE (NO WATER ENCOUNTERED) r' i CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 0') —o-- PROPOSED SILT FENCE HIGHEST EXPECTED GROUNDWATER 0 EL. 0.5' " p,„ 0 MMY+o�sm FROM ALT MNO MfMNG O N THE MtVn s P��. 9 "7• M F/CFD Scale: O TEST HOLE LOCATION 7IlEWPANYM STATE LW OF THE 9 Sheet No. O Designed AS NOTED Q9 TEST H 0 L E "► R THE DREcnoN OF A UCDM PROFE.SS04AL ' ENceNEFx,MFERE 8Up1 ALTERATKRNS ARE MADE THE SW 1 T} N PROFES5oNA.ENOIIEQt MUST slcxN,siAL, aATE ANO FESSIQ��' / Drawn By: MF Date: FEBRUARY 2021 --- EX. UNDERGROUND WATER N.T.S. TIF BE THE FUt.L EMW OF TFE ALTERAT DA ON THE _ /OR IN 7W IN's 0'` Approved By: RAS File No. 20099.000 ' SURVEY OF PROPERTY ON THE . ; I SUBDIVISION MAP OF THE FIELDS AT MATTITUCK LOT 7 FILED MARCH 31,2006 AS MAP NO. 11370 I \ SITUATE AT MATTITUCK 169; TOWN OF SOUTHOLD • ;.. ; I SUFFOLK COUNTY,NEW YORK AREA OF PARCEL = 36,951 t SQ.FT. OR 0.848± ACRE X54 � ti ; ; ; I b` / of / NOTES 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. Ru 1 . ' 1; �Z, ; 2. BEARINGS AND DISTANCES AS SHOWN ON THE FIELDS AT MATTITUCK,FILED MARCH 31,2006 AT ti THE SUFFOLK COUNTY CLERICS OFFICE AS MAP NO.11370. I / 3. ELEVATIONS REFERENCE N4 VD 1988. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND a Lb I 4. SURVEYOR'S SEAL ISA VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE �EDUCATIONLAW. x 5 4 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S EMBOSSED'OR'INKED°SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. 8(b, q q J 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN 2 Qti A ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE q 1 ; Z•O I v 3 = NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND y •Z Z• J 4 W TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. -VACANT- 24 4 ,j tl 7. UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON 3 h Q J THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE O ; ; A• ; ; i O y RESPECTIVE UTILITY COMPANIES. RIGHTS-OF-WAYNOT SHOWNARE NOT CERTIFIED. .O ; I 1 A7 I 9. THE SURVEY CLOSES MATHEMATICALLY. � PO • I I� LEGENDZ i. ; . ; . . I QE •......•••••••ELECTRIC MANHOLE I •......•••••••WATER VALVE I 1 C of NEW CERTIFIED TO: Q ••••.•••..••••CABLE TV BOX I I Q� }'� 1.ZENITH PROPERTY GROUP LLC 2.FIRST INTERNATIONAL TITLE AGENCY ..............LOT NUMBERS r ; ; ; I "` C-,) $j� ,O�i ••• ••• BUFFER AREA 53.3 % * �-� TG X y I hereby certify that this map was made from an actual survey —T—••••.......•••UNDERGROUND TELEPHONE . . . I ^ I completed by me on 05/13/2009 and updated-11/25/2020. —E—.•••..•••.••••UNDERGROUND ELECTRIC , -W—..•...•••..••.UNDERGROUND WATER / y ■ ••••.••••..•••CONCRETE MONUMENT .. • , ' I I- 050528 �O' TAMARA L. STILLMAN,P.L.S. 4O I <` `(T SU�� NYSPLS No. 50528 Bodo, I LAND CP 439 7'31'"' ' 138.88 < DATE BY DESCRIPTION JAPPROV. BY CB 60D SET E]STONE PILLAR REVISIONS - I CONCRETE CURB = - w ~I - Town of Southold Suffolk County, New York ASPHALT PAVE NT �W"t��—w ` Stanley Road X56.1 I x151 X54.5 X53.7 x13.0 `S�}� Mattituck, New York N/F �v I SIGNA<I"URE FIVE LOAN TRUST Surve Of Property SUFFOLK COUNTY REAL PROPERTY TAX MAP I y P Y DISTRICT 1000 L. K. McLEAN ASSOCIATES, P.C. SECTION 106.00 CONSULTING ENGINEERS & LAND SURVEYORS BLOCK 08.00 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK LOT 061.000 Surroyed By. KG/JL Saate: 1'= 30' Sheet No. l Drawn By, GLB Date: 12/09/2020 Il L1'_1a1_011'1_10_1=lds E kattltuck Engr 8 Survey\Surve Dept\DrawIngs\20099,000 lot 7.dwg 6/29/2011 4117 PM Tamara Stillman approved By. TLS Flee No. 20099.000 ]< SURVEY OF LOTS 1-3 INCL.,LOTS 5-11 INCL., 13-17 INCL.AND 20,21 AND 27 MAP OF THE FIELDS AT MATTITUCK FILED MARCH 31,2006 AS MAP NO.11370 LOCATED AT MATTITUCK MAP OF SUNSET KNULLS, SECTION TL'O I AREA SUMMARY TOWN OF SOUTHOLD ,MAP NO 5448, FILED 4/9/70 � SUFFOLK COUNTY,NEW YORK LL7NG I0 AREA NG SOFT. SUNSET DRIVE 1 _--56,640_ (50' WIDE) 2 61,994 IIT 3 100,312 Vl VI /] h I S.CVA WELL SITE N/F 5 38,395 I MA h, W 'PI - r_ N W __ - Da,v 7[L v AND MARIA I \ y IY C N/F {ty�� Ay, BRlrarrr � 9P, ,� I N/F I N/F I MTCNFLLr AND I 6 41,673 } Ntt,t_ER ANDREV AND A )t tONSTAN rINOS STEVEN MACROS N/F `xU N/F I N/F I o I N/F I I MARIA I SUFFOLK CQUNTY o0=`s'V 7 36,951 j0O �4' o i Se '� 1' N/F tAiF,CRINf AND M �1 AND N9RKELLA NA \ _ ��'Y THAtM3 PANDD KONSTANIINfDf'1 I I LOULCU LOIMAS WATER AUTHORITY PER7SINlOES C17NTOVERLIS / 8 32,744 m S �• wN ren N S22'W'S0"E Y' aeaKm, ws aiA tr r - sz311'a' yE / 12236' 13APB' S22'20'07'E 9 56,959 c L_ Ac _67/.PY 100.03' _ __ __ -- tm — ,�3� 10 47,933 cF�'�'v. �Tpu.aD -7 LFTER h Ai' 25'VIDE EXISTING AND/OR 11 37,104 SZ\t B RELOCATED R.O.V. 1 _ 3 51,437 14 50,850 , W OI raao-106.QU-aBao-o]5ooa A\ If uix AQ / JE P ` q I I AP Mpaaalc..al.a.DPo-«laoa I EASEMEYT FOR 9 P r I,t ��tt�� W IS 49,208 e + PETER AND EL4TNC 11:31 rOp-t SGT04p-0ip 0p L• / 4v, / S.C.TX NO Il /- AIPB•371p"V�2VQ00' STORM WATER I--- P W a f PSYL;.QS IRO-IaK.00-GR00-068000 ^ RETENTION \' 16 37,24 �-pY / /3 -AREA AL ,t '_: RI 0 8 17 30,931 SUBJECT ism-- N - - — 3 I 1 W 20 32,685 �o SGTX Q SGTX!Q , 1 1 ! I W PROPERTY JE ` .N/l -^ IOp-x06.00-OBLIO-OT�(� Id'!p-1M-Ria000 5 !C l = 21 41.195 RITE RDW LLL "n I $ ' . �' n h s +r ..,,;. t, ( 22 31,876 4a N 231 33,931 NiF 60-1 24 32,803 TOWN OF SOUTHOLD c$ NICK@AS AND DINA KAneltos Iwi ' -R NF-r_: % scrx Aa 2 c.e DL *� 25 34,082 q O .'�' SC,. An /� Ip0-/At00-1600-0960Y uTA/8 5 I ' rDao-r&C.TXmw o]xom an-la m-oBm Dromo S ¢y aoa law mm o7Rauo I NEs•3eio•v f04.arr 26 32,010 b Iyl�scmrX � F I // It I W 27 1,367,048 aT-0saNOa-a6um I $ RDADI 145,800V NtDti,F.RD 2D'WTDE IB 22 al 2,481,801 -RELOCATED O 17 O 24 I Q «I OTALi56.974 ACROSS SDLD'ID qV AVF I""14 r< W R JOSEPH N AND I SGTX m S.0 TX AIT % UGO RQNDTADNE $$ pKyA ck:N R AfAI:RR7 tUPO-tO6.OD-AR00-0)I.00A IOOt-ldiro-OBa0-0]6000 23 i Jf. E SGIX A6 I tRD-10600-C6.N a7BRtl P 2 JIItOtaROaeltme u rx Iu yz�W r 2x ttw-lacao-arm-cram rG rX nn j 4 I�-raKoa-OB.00-OGI.000 1 �• QP c4I'a Tom; I 50'WIDE WATER MAIN d �/f EASEMEnr TD THE LEGEND 1 SUrTOLX COUNTY WATER AUTHORITY \�7 ��, -+ \A =145,800 SO.FT./ a ' O N/F Q IXCIDUfATS 'RCE „� 9 / CAROL C KEf 0 DRAINAGE MANHOLE LOCADTION MAP > I / SL TX c ELECTRIC MANHOLE 2 N/f 5 $ 1000-l06.ro-OBm-LKJ.Rtl Q FERE HYDRANT N/F JAMES AND COLLEEN O O .1 O O TELEPHONE NANHm.0 EVE STRAUSHAN VlNSTO1J w I O MONTGOMERY x600Alt tp6-r SGT06 00p O7 1 CATCH DRAIN INLE r b ` SGTX AO t O SCrAt N3 =TA AO. DIS WATER VALVE NOTES 'FORMERLY ARTHUR BURNS) lap-t0a,p0_Og0o-0810pp / 4 /ppP14600-046-A6yR0 1000-Imm-OB00-41MI a WATER TATTER 1. MEASUREMENTS ARE IN ACCORDANCE WITH US STANDARDS. `A / ® CABLE TV BOX POINT OF LOT NUMBERS 2. BEARINGS AND DISTANCES AS SHOWN ON THE FIELDSA7 MATTI7UCK',FRED MARCH 3/,2008A7 •� ur BEGINNING �,' BUFFER AREA THE SUFFOLK COUNTY CLERKS OFFICE AS AMP NO.11370. INDFRGROIND TCL EPHnW 4 _ -- IN ta'c 67'50„ -r- WELL J. ELEVATIONS REFERENCE MAT VD 19M N23'15'OD"V A73•37'W,V NE078'00"V Ames, NE2.39'00"V aV`"' AVF •MP1'P9'EO"V 85443' ® UNAUTNdDZED ALTERATION OR ADDITION TOA SURVEY MAP BEAMNGALICENSEO LAND OQUGL AS A AND FRANCES M COOPER - / 4. SURVEYORS SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2.OF THE NEW YORK STATE EDUCATI NLAW. 5. ONLY COMESFROMTHE'OR7ALOF THIS SURVEY MARKED ERDTORIGINAL TRUE LANG SURVEYOR'S'EMBOSSED'OR 9NKED'SEAL SMALL BE CONSIDERED TO BE VALID TRUE COPIES I PROPERTY IS SUBJECT TO 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN • DECLARAOON OF COVENANTS AND RESTRICT'DNS IN USER 11835 ACCORDANCE WITHTHE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE PML 254(NOT LISTED)AND LIBER 12389 PACE 816(NOT NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.SAIDCERTIFICATKNS LISTED). SHALL RUN ONLY TO THE PERSON FOR WHOM THE SU,^,VEY IS PREPARED AND DIY HIS BEHALF TO COVENAN AND T FOR ROAD DEDICA�ON AND THETITLECOMPANYGOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND DECLARATION AND HOMEOWNERS ASSOCIATION IN OBER 12129 PAGE 522(NOT TOTHEASSIGNEESOFTHELENINNGINSTITUTM CERTIFICATIONSAREMOTTRANSFERABLETO LISTED). ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS • ELECTRIC AND TELEPHONE EASEMENT IN LBER 12520 PAGE 531 - VNDERGROUND UTILITIES SHOWN ON THIS SURVEY ARE FROM UTILITY MARKOUT LOCATED ON (AFFECTS STREETS). THE ROUND ANDIOR RECORD PLANS BEFORE ANY EXCAVATION IS TO BI All • ELECTRIC EASEMENT W USER 10]02 PAGE 482(NOT APPUCABIE). WATER EASEMENT IN LIBER 12495 PACE 13T(PLOTTED). UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SREANOTYPEBYTHE I • RESPECTIVE UTILITY COMPANIES i 8. RIGHTS-CF-WAY NOT SIpWNARE MOTCERTIFIED 9. THE SURVEYCLOSES MATHEMATICALLY. E 3 10. ZpVMO USEdSTMCT AC(LOTS 126)AND LOT 274ROTECTEO }R F - DATE DY DESCRD'TION JAPPROV. BY REVISIONS a Town of Southold { Suffolk County, New York 8 TITLE SURVEY Property at Mattituck CERTIFIED 70' Sl/FFdKCOUNTT'REAL PROPERTY TAX MAP NO ZENITHP mO I-YGFI 7O""I 901NIXO SCHEVERCOURT'LLC: zerNtw "THE FIELDS AT MATTITUCKtt SECTION 113.00 JOHANNA RICHARD 2012 TRUST, BLOCK 02M BROOKLYNTIMBERLLC 5 0.N f/ 'P ? LOT 091.002 GRAPHIC SCALE * :� k� L. K. MCLEAN ASSOCIATES, P.C. allo 'Ile,aero.MBrmetaKeDMRweeKl.deawDaDemRlaK6er A, i * CONSULTING ENGINEERS & LAND SURVEYORS I FOLK couNTYREAL PROPERTY iAXMAPNo. aao 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK SUF TOWN OF SOUTHOLD completed OY ms wn iBORM20. r Deely°ed By. G.L.B./D.M. Seae: 1"= 100' seer N°. 1 1 1 ) - /t ,M�/I/ (' c50s2a ,Lo SECTION 106.00 ( IN RBST BLOCK aB00 _ _ 1 tin too n TAMARA L.snu.MaN Pts. �(p yam Dt•°m By, T.L.S./D.M. Data: 70/12/2020 1 LOTS 05500�v1d 007.0000-x.000 INN aIM 074.OO mM 507.000 5 q Flle No. Approved Bye T.LS 20099.000 2 LEGEND SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PROPOSED BUILDING PERMIT FOR APPROVAL OF CONSTRUCTION FOR A A' O PROPOSED ASPHALT ORNEWAY 'Y 82 E SI r FBF — R SINGLE FAMILY RESIDFNCP ONLY 3.0, PROPERTY LINE PROPOSED � Ar r46V T'W/S7 1.0 EASOWG CONTOUR PROPOSED SEPTIC TANK PROP. U.C. DATE 2/9/2021 H.S. REF. No. R-21-0038 ELECTRIC/ SERVICE (u) PROPOSED SANITARY LEACHING PORI. PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL APPROVED M.."Lu L-,�L�_� PROPOSED SANITARY PIPE FOR MAXIMUM 4 BEnROOMS `` PROPOSED e'ADS ROOF 'E PIPE EXPIRES THREE YEARS FROM DATE OF APPROVAL PROPOSED e'I DRAINAGE SIISTRUCTNCNRE(soup COVER) a - PROPOSED WATER SERVICE T � o Q�• _ i I -A-PROPOSED U.G.ELECTRIC SERVICE EX.UNDERGROUND WATER �( EX.UNDERGROUND TELEPHONE \ 8' / \ ` I CO PROPOSED CLEAN OUT MIN s i ! EXCAVATION INSPECTION REQUIRED (�>J m+4e• MIN. �. MIN. (U I z X46 =m 4��I L 10' �L '�ti`4` �5`'" FOR SANITARY SYSTEM I O y our MIN. \��'S'MIN. IT / BY HEALTH DEPARTMENT DEPTH EXISTIN SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 0'77=:55.8'DARK BROWN LOAM K dd U"( W _ GO yL ' 1' 54.8'BROWN CLAY GaPtmn 2 2 6js / \ ~ u h 2 53.8' mo _j Q / PALE BROWN FINE SAND °a / e 50.8' c BROWN CLAYEY SAND cz 44.8' (� 2 PROPOSED � PALE BROWN FINE SAND TRENCH DRAIN _ Z I PRU.G. 38.8' CTs+ i 17' WATER / TEST HOLE BY MCDONALD GEOSCIENCE AG SERVICE DECEMBER 23, 2020 4 ` (NO WATER ENCOUNTERED) 1 HIGHEST EXPECTED GROUNDWATER O EL. D.5' TEST HOLE 12 N.T.S. PROJECT I ! I LOCATION EX. 0%.WATER ` METER LOCATION MAP S 67•31'56' w i �g ,- SCALE: ,•_ ,,DDG' 1 i Er SITE PLAN SCALE: 1"- 40' a zo Ac BUILDINGS: pROPO_ 2 STORY RESIDENCE 4 BEDROOM ZONING R-40(RESIDENTIAL) SITE DATA: SCTM/: 1000-106-08-061 SITE MEA: 0.848 ACRES DATE BY DESCRIPTION APPROV. BY GENERAL NOTES: REVISIONS 1. THERE ARE NO KNOWN WELLS(DEEP OR SHALLOW)WITHIN 150.OF PROPOSED SANITARY TOWN OF S O U T H O L D STRUCTURES. 2. THERE ARE NO KNOWN STORM DRAINS WITHIN 20•OF PROPOSED CESSPOOLS. SUFFOLK COUNTY NY 3. THERE IS A WATER AWN AVAILABLE ON STANLEY ROAD. 4. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 REDRCOMS. THE FIELDS AT MATTITUCK SURVEY NOTES: 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLM COORDINATE SYSTEM, LONG ISLAND ZONE LOT 7 PROPOSED A R Y 3. ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988. .` OF NEW 4. TOPOGRAPHICSUIMDFROM2 U 14 USGS CMGP DAR: POST SANDY FROM THE NATIONAL ��o A.S,f(o ., PLAN OCEANIC AND ATMOSPHERIC ADMINISTRATION 5. PROPERTY SURVEY PERFORMED BY LK. MCLEAN ASSOCIATES.P.C. ON 5-13-20M a UPDATED ON fl *1 L. K. McLEAN ASSOCIATES, P.C. 11-25-20 r � W/dULRKG[INOWIR113 437 70UIM COUMY TIB.N>A0910MVCl 1!W TONNA 1171H Ilw�.pm roi w10�i«,1'r a n1"s"�'r1O � DoWpod By. MF/CFD scow: AS NOTED N0' IIO�I M �Arb �� 7 (t '' A q '�"�" •""w+•ax SSIONR� Om"Br MF Dow DEC. 2020 SH I RAS F w No. 20099.000 F.F.ELEV.-60.0' STOPPER OR END PLUG FINISHED LOCKING CASTING TO GRADE 10'x 15'OUAZITE GRADE (EL 57.45) •GRADE ENCLOSURE WITH COVER ELEV.- IN LANDSCAPE AREA EXISTING 58.00' GRADE CONCRETE COVER 20' 1' IN. MIN. 1'MIN. 2' 2'MAX. 4. AX CONCRETE CHIMNEY 20" MIN.4•DIA. MIN. 1 SDR N PVC4'PIPE PITCHED PER 1• ® • 6, 6, SDR PI PIPE PITCHED SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES INVERT(IN) —�-- -- ----- 1/8' PER 1' ELEV. 53.20' 1 1 BAFFLE 1 25' WALL CAST IRON PIPE SHALL INVERT(IN) 8' INVERT(OUT) EXTEND THROUGH FOUNDATION WALL A MIN. ELEV.52.20' 4.0 ELEV. 51.70' OF 2'. (�• DEPTH) INVERT(IN) � ,-�1�' 6'SDR 35 ELEV. 50.70' !.L 1,-o' PVC DROP TEE e 4'� oSECTIO 9111 MT 8'0 1,250 GALLON SEPTIC TANK WZDOME PLAN Iliri warm 3/C o-rarD aAv¢7 1. WiFRW i WNNPLS M ASN A48 MAO 300 OR IV 0• 2. LOM MRIs FOR AASHTO&HS 20-44 H WMAY 3. FPAM AND CWM AS WNIWAONAED BY{ONO KIND ME=OR APPND4FD EWA. NOTES: 1.CONCRETE MINIMUM STRENGTH: 4,000 P.S,I. 0 28 DAYS. 24"0 WATER TIGHT HEAVY DUTY FRAME & COVER 2.ALL FRAMES & COVERS SHALL BE, WATERTIGHT, INSECT—PROOF AND3.0' I I u+e LOCKABLE. COILNLA R 3.CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT 30 71 EXCEED TWO FEET IN HEIGHT. (TYP.) •(MIN•) COLLAR _ 4.UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON �1p,��,� EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. IT IS THE I I aPAtt nac A�suftE oam CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. 5.BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL BOTTOM OF POOL RtNTR _ - .. VIRGIN.-STRATA TA' COMPACTOR AT 6' LIFTS. ELEV. 39.03' - ..::�OF SAND'k'GRAVEL 6.CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY .. DISTURBED AREAS. z¢ a7µsa 3s we Pec - .•a.]P B.G. 7.ALL UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH CLEAN FILL MIN. 3' AROUND AND BELOW SANITARY STRUCTURES. .WAr ,a , BACKFILL MATERIAL CLEAN SAND AND GRAVEL ♦p,� Har 3'MIN.ABOVE HIGHEST rat EXPECTED GROUNDWATER II11 TYPICAL CLEANOUT DETAIL TYPICAL LEACHING POOL 1ATs. HIGHEST EXPECTED WATER ELEV.=0.50' LOT 7 SANITARY PROFILE N.T.S. 2/8/21 MF AS PER COMMENTS FROM SCDHS DATED 2/5/21 CFD v' DATE BY DESCRIPTION APPROV. 8Y REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY NY THE FIELDS AT MATTITUCK LOT 7 SANITARY DETAILS y1p0�0 ANs >� L. K. McLEAN ASSOCIATES, P.C. * 1 ': comsuL1IN0 Oi0011 m 437 mm mei"RD.mcowYL16 wo ym 11719 ^ 'ww YIPalC"aGaO TZW n, 4 511101 N0. • 1arOm1rrGlwo.oAral.oaancal� ,.. �_tt Dwq�ed By: MF/CFD style: AS NOTED law'M" w'Kmc"°s.�"v°M 77 7� / riorerall�oeam.,.auG 'a�at.a Dram B7: MF Daly. DEC. 2020 S/� mos ac wu moaaae ruewnla+K A\. �-+A� w.a Noiv x�v .y pee mlr FESSION: ......_.,a,. wee c:i.Nn 9nnQQ_r f SURVEY OF PROPERTY ON THE SUBDIVISION MAP OF •2a.64 THE FIELDS AT MATTITUCK `-\2,S J J �a,4i Q� LOT 7 -�5 ' �l, FILED MARCH 31,2006 AS MAP NO. 11370 SITUATE AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK - �IDlq, AREA OF PARCEL = 36,951 t SQ.FT. OR 0.848± ACRE I. I PDs s ti Cb \ Op n 4.7' O O E \ I ti o 4i o-) 12.6' 'V 0 Q 54.9 5 e j 4,5'6.2 q 3,0 �� x NOTES v N 7 h i(/ a I 1 10 A� v 4 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. `C W 3.6- 2. BEARINGS AND DISTANCES AS SHOWN ON THE FIELDS AT MATTITUCK-,FILED MARCH 31,2006 AT . THE SUFFOLK COUNTY CLERKS OFFICE AS MAP NO.11370. 1 DIA ' O,0 7- POST 1 / 3. ELEVATIONS REFERENCE N4 VD 1966. 1 : BEARING A LICENSED LAND WI 37 "F�UNDA tlpN P 7 45 4.- _ py 4. SURVEYOR'SEAL S AA VIOLATION OF SECTION 7209,I UNAUTHORIZED ALTERATION OR ADDITION TO A VSUBEY D VISION Z OF THE NEW YORK STATE E I -I-.. �: :I 46 s� EDUCATIONLAW. l.7 J �� x4.4 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S'EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. 2 IZ)�. I 07• I O q I y 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN Z 4, ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE 4. n V Qi 3 NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS 1 W• O• I RNi ti Z SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND ti .I - - -111,3'- - - v V h TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO 4 - - - - - 256' 1 = A W ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. o Q: 1\ 0 O I =� qzjI O v 7. UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR L0CATION,SIZE AND TYPE BY THE O I la I O n,h Q, = RESPECTIVE UTILITY COMPANIES. IN ;Lt y y 8. SIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. 1`G x 9. THE SURVEY CLOSES MATHEMATICALLY. 0 53.7 I LEGEND 1 QE •......•••••••ELECTRIC MANHOLE Z I I I v pQ •......••••••.WATER VAL VE 0 •............•CABLE TV BOX 'I j .......••..•••LOT NUMBERS r f ..••.••.•..•. BUFFER AREA II -T-.•••.••••.••••UNDERGROUND TELEPHONE :I I 5x3 y J f'N a 20gt -E-..............UNDERGROUND ELECTRIC I I �OV I �, Z��F NEW? . :=p� , T � -W-..............UNDERGROUND WATER . I I r=,a,L^;•`;:;r,<j :?,;t'\`�t,�- ,�.',=T h ■ ..............CONCRETE MONUMENT I I I Y �'\r �A L. S J�l O/p s, •.L', '.,. f_t�i)�:Jr.'i.iIlt' TF, £L. ••••.•••..•••.TOP FOUNDATION ELEVATION TC ..............TOP OF CURB 20,00, �. .�'R'/R Z 6 W EP •••••.•••.•••.EDGE OF PAVEMENT 7°31'56' 138.88 STONE 53,2 DATE BY DESCRIPTION APPROV. BY PILLAR EP REVISIONS TC 56.1 .3 CONCRETE CURB ,4 53, <�� 05()52$ �Z Town of Southold EP 55.8 EP 551 EP 54.2 EP 53.4 I wy �` �� Suffolk Count New York ASPHALT PAVEMENT FA WN LANE FD Sv x56.1 I x55553,0Xsa4 �AN� 4525 Stanley Road X 54.5 X 53,7 Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP FOUNDATION AS-BUILT DISTRICT 1000 NIF I hereby certify that this map was made from an actual survey SECTION 106.00 SIGNATURE FIVE LOAN TRUST completed by me on 05/2812021. L. K. McLEAN ASSOCIATES, P.C. BLOCK 08.00 CONSULTING ENGINEERS & LAND SURVEYORS LOT 061.000 437 S0. COUNTRY ROAD, HRO'K- 30' N. NEW Real RK •b-�!!/V{((/L sureyed 9y. KG7JL goals. 1'= 30' TAMARA L.STILLMAN,P.L.S. Dr-By. DM Date: 06/01/2021 l PAR0099.000 Fields P Mattltuck Engr 8 Survey\Survey Dept\Drawings\LOT 7\20099,000 Lot 7 Found. As-bullt.dwg 6/29/2011 4d7 PM Dalva Matonlene NYSPLS No.50528 Approved ey. TLS File No. 20099.000 R i SURVEY OF PROPERTY I ON THE SUBDIVISION MAP OF THE FIELDS AT MATTITUCK ?°64LOT 7 I Al FILED MARCH 31, 2006 AS MAP NO. 11370 \e- SITUATE AT a MATTITUCK E`- 204 TOWN OF SOUTHOLD I. /ION LpNCOpADS EL SR(6SUFFOLK COUNTY,NEW YORK 9' EC `� / PANEL C N1 G GypTAS METL'R AREA OF PARCEL = 36,951± SQ.FT. OR 0.848± ACRE llj/ INSTgLL �l ch 1 A.C,/ EDJ ROOF LG-APER N l - PLASTIC I•'OOD IRR,gpXNl ` . ROOF!LEAD gASf STOOP 1 ME EC O l R O Cb % / O y O 54.9 2a.9• ROOF LEADER a' x R1 I 'Ice�� s (L NOTES A^, J97 V O m Off~ 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. V I• Z• •I v p I,v W ;� y p W�! 3 j W `G 2. BEARINGS AND DISTANCES AS SHOWN ON"THE FIELDS AT MATTITUCK';FILED MARCH 31,2006 AT •0 ' 1 o e THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO.11370. �R e �� • e J 3 4 0 a aA °o 3. ELEVATIONS REFERENCE NAVD 1988. or A I O q} �� UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND a j 0.l 0 i W ti ye' 4. SURVEYOR'S SEAL ISA VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE 1 EDUCATION LAW. p U I , C�' I `q = C:) 4 F •� LIJ _ 71.4F' 2 (L QJ „1'7 o „j xA 4 5. ONLY COP/ES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND ---------- SURVEYORS EMBOSSED OR INKED SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES W � -- a. 4W11� 4 •� I GATE ' ci 06 0 3 _- I �. �� 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE q y NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS v O O ] SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 1 , W, Z• •I W v0 e h 4 1 V THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND y 4 ti OF E p a TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO Q I 26 f Soo I 1 �W X 5.I = ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. l� CqLQ ROOF LEAgER J O =h 4 7, UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON S I , THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE RESPECTIVE UTILITY COMPANIES. B. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. ASPMAL TIDRIVEWAY (1 x 9. THE SURVEY CLOSES MATHEMATICALLY. ® I ' - I ~ v 537 I ,y I , --------------------- ------------------- ---_ I -----------------------B _ LEGEND (t 1 -` Q .•••.••.•••...ELECTRIC MANHOLE 1 j I pQ ..............WATER VALVE I 1 © CABLE TV BOX O+I h 2� ..•...•..•..••LOT NUMBERS r 4 CERTIFIED TO: I i EDGE OF BRUSH W .••.......•.••BUFFER AREA 1 I I N 533 1.JUDYZOZZARO GUARINO -T- UNDERGROUND TELEPHONE :I ^ x 2.FIRST AMERICAN TITLE INSURANCE COMPANY • I 3.FREEDOM LAND TITLE AGENCY LLC -E-..............UNDERGROUND ELECTRIC ,I I h�. �bf NE�l�, 4. US BANK,N.A.,ITS SUCCESSORS AND/OR ASSIGNS/ATIMA, -V-........•• .•UNDERGROUND WATER 1 I I V� L• S �dFOR THIS TRANSACTION ONLY ■ ..•.••••••••••CONCRETE MONUMENT I I TC ..•.••. .••...TOP OF CURBI 20.±10'. K Ido £P .•••••... EDGE OF PAVEMENT o STONE CL p�OO7°31"✓O, 138.80 & DATE DY DESCRIPTION APPROV. BY 2 [� .� y3• PILLAR EP REVISIONS 050528 _`� I�+L` d. 53 LONCRE7'E CURB T 54. 3 ,AV Town of Southold EP 55.8 EP 55,1 EP 54.2 £P 53.4 wa I fOLANID Suffolk CountV, New York ASPHALT PAVEMENT FAWN LANE A 4525 Stanley Road X 55.5 X56,1 I xss,7 (PRIVATE ROAD 50' VIDE) s2.4 X 548 X 53.7 X 53.4 53.0 X Mattituck, New York N/F SUFFOLK COUNTY REAL PROPERTY TAX MAP ZENITH PROPERTY GROUP LLC Final As-Built Survey DISTRICT 1000 I hereby certify that this map was made from an actual survey SECTION 106.00 completed by me on 028/2021&06/20/2022. CLEAN ENGINEERS ASSOCIATES, CONSULTING & LAND SURVEYORS BLOCK 08.00 1 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK LOT 061.000 4w-rAa Surveyed By. CM/NR Scale: 1'= 30' sheet No. TAMARA L. STILLMAN,P.L.S. Dr.-By, GLB Date: June 20, 2022 )< SAShared With Me\Projects\20099.000 Flelds @ Mattltuck Engr & Survey\Survey Dept\Drawings\LOT 7\20099.000 Lot 7 Flnol As-bullt.alwg 10/26/2022 9109 AM Frank Papanikolatos NYSPLS No. 50528 Approved By, TLS Flle No. 20099.000 Il SURVEY OF PROPERTY 'oN THE SUBDIVISION 1 MAP OI' THE FIELDS AT MATTITUCK 2064; I -:I� .`hLOT 7 I2 S0-p8, X02 FILED MARCH 31, 2006 AS MAP NO. 11370 SITUATE AT »dV.e ...1 /�® �T' T(� g', aQ;„a�i. , I LN•.+Fw��':��`��$33 8;'l.^a.g.,'§#".s 4^r'.-x.gx7 yyi 81��l 6 TOWN OF SOUTHOLD 69- SUFFOLK i COUNTY, NEW YORK AREA OF PARCEL = 36,951± SQ.FT. OR 0.848± ACRE 40T I 1.4,.N.r;-� `e�e ' Nsr NOTES PR�E C 1 S n, !" 7. MEASUREMENTSRREINACCORDANCEWJ77iU.S.STANDARCS `v j '! '�•-� Q M£T£RCF � 2. BEARINGS AND DISTANCES AS SHOWN ON"THE FIELDS AT MATTITUCK';FILED MARCH 37,2006 AT Cu ` Q y LEa 'V O c 7 THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO 11370. QJ ' Q•`w -ti LEAD 3. ELE'✓ATIONS REFERENCE NAVD 1988. 1 3 k i v9.7. q ER UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND fRI 1 ❑ V' Q.. K 4. SURVEYOR'S SEAL ISA VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE '•V /. �. ,I W Q y V b 1V�1 3 1 ` r EDUCATION LAW. 5, ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND r �4�' Lf l SURVEYOR'S EMBOSSED"OR'INKED"SEAL SHALL BE CONSIDEREDT0 BE VALID TRUE COPIES. L5 ( I c 1 6. CER TIFICA TIONS INDiGA TED HEREON,SIGNIF Y THA T THIS S UR VE Y WA S PREPA RED IN 4Tt f i+ J ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE W r '" I NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, SAID CERTIFICATIONS ?+ p c y j y r SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND ?h P 4 Z �g t J /` 1 _ 70 THE ASStGNEES OF THE.CENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO i I ±;ATE --••-r J 1V 06 co f ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 1 lift Jr�Q 7. UNDERGROUND UTILITIES SHOWN ON THIS SURVEY ARE FROM UTILITY M'ARKOUT LOCATED ON Q I O b a o q R THE GROUND AND/OR RECORD PLANS:BEFORE ANY EXCAVATION IS TO BEGIN,ALL w < ? UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO'THEIR LOCATION,SIZE AND TYPE BY THE /�Ib RESPECTtVEUTILI YCOMPANIES, We0 t _ 8. RIGHTS-OF-WAY NOT SHOWN ARENOT CERTIFIED. AS-BUILT SANITARY Qa ' I � � ( R 'LEggEp O 9. THE SURVEY CLOSES MATFfEMATICALLY DISTANCES PROM 60RNERS OF BUILDING ❑ !� I tr ¢ J a ST 20' 24' CENTER OF.COVERasPtigLrtRrvEWar ¢ i�j - - W 32 35' CENTER OF COVER / N ) i WTD IS T T # it i � P CiVAL OF 0 3S U TED Wo �GKS F LEGEND - = — ------------ �I ASSIGU Via+ ; �a� . O ..........ELECTRIC MANHOLE -`'� WATER VALVE ; .,.CABLE TV BOX $ to LOT NUMBERS i I �.'y ' DeprLY'.fB2il.er cre r� 5 J3 EBGF 171apusH f F y t tlr BUFFER AREA —T— UNDERGROUND TELEPHONE 'J �wL ` —E--•....•........UNDERGROUND ELECTRIC 2! I1` ., .m 7v .V..............UNDERGROUND WATER i // spa s I i"i�`�.� .n ." P'. ,..•: (Dhl ■ .............CONCRETE MONUMENT �� I 1 s "`L°` ,� '� `& .I•_µ �•.I;yfs„�> F . ? ,.._.._.- Tc -, • 7VP DF CURB SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES I EP •••••••••.••EDGE OF PAVEMENT �� O' " 6/22 CFD 8/76 22 AIF AS PER COMMENTS DATED 8/28j22 CFO � �/ L 6/16/22 MF AS PER COMMENTS DAtED e/1 _ 7`31�56.� W 138.88' • " 7/11/22 MF AS PER COMMENTS DATED 7/9/22 CFD I e, a ~'" DATE BY DESCRIPTION APPROV. BY I O PILLAR ,`, ri5" Y q r,. ph �, REVISIONS cavcREr£CURB Town Of Southold i ASPHALT PAVEMENT FAWN LANE ' „; r. =s" •,; iSuffolk Count New York I 'PRIVATE ROAD 50' WID17 }'� a ` � f, 3 b ; 4525 Stanley Road NiF Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP ' ZENITH PROPERTY GROUP LLC " ,+t. LOT 7 SANITARY AS—BUILT PLAN DISTRICT 1000 —�7wx ai - �"' \ r L. K. McLEAN ASSOCIATES; P.C. SECTION 106.00 ICONSULTING ENGINEERS & LAND SURVEYORS f BLOCK 08.00 ° ``"`-- Q 1437 SO. CtlUh'TRY ROAD. BROOKHAVF.N, NEW YORK f CM/NR L t LOT 061.000} t3 ` ' I "— ~— •ai ,�^"� SUveyed By. Sheet No, _ frame L'- 30' I Droy MF Dd. AUGUST 2022 Ply, TLS SAShared With Me\Projects\20099000 Fields R Mottituck£ngr 8 Survey\CIvil dwg\Contract Drawings\Lot 7 Sanitary As-Builtdwg 978/2022 900 AM Matt Frascinello AppwnroyeBa ^�M- Fite No. 23059000 �osuFFoc,��o BUILDING DEPARTMENT-Electrical Inspector o < TOWN OF SOUTHOLD W Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 G41, �•a0�� Telephone(631) 765-1802-FAX(631)765-9502 Temporary Certificate # I I Date Vf r 3 2021 Customer Name-Zeo40rG , 1CQ-16 3) (�-�f iitjL Electrician Name Mark Ric U Address . 5JR6 S+aoV d ' i :— Phone (PJ ,_ gW �-- 2(V e-mail fltf Cts e-mail info, QUCG 'o-de , C c Or , c Phone 3 I _ 5(p(o —(�� l License# Size 'a,U O A Phase Overhead Underground ➢ #of Meters Remarks #of Underground Laterals 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verific a'd f�r s from ate above. Authorized by DING DEPARTMENT- Electrical Inspector 0 TOWN OF SOUTHOLD o Bull-DtNGOEPNown Hall Annex- 54375 Main Road - PO Box 1179 o c jowN OF Sou Southold, New York 11971-0959 !yjj -a0� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a)_southoldtownny.gov - seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 10 111.,U Company Name: Puccio Electric Contracting, Inc. Name: MdirK FuC60 License No.: 4806-ME email: dei xo Phone No: 31- gq-a0q$ [�]I request an email copy of Certificate of Compliance Address.:Al fML4Ja" t%&rlche5 M 11x34 JOB SITE INFORMATION (All Information Required) Name: 'j(5 C& Mail I Address:Lk6.1 5 N Cross Street: Phone No.:V) NAO-09 I I Bldg.Permit#: L4 (o,56 b email:14oa PiAc4b .cv Tax Map District: 1000 Section: Block: Lot: B F WORK (Please_Pr_Int Clearly) New Dwelling with 200amp U.G.service; New Dwelling with 200amp , .G se.viEe,.- Check All That Apply: Is job ready for inspection?: 1]YES ❑NO ❑Rough In ❑Final Do you need a Temp Certificate?: (]YES ONO Issued On eMqjed Temp Information: (All information required) Service Size ❑✓ 1 Ph ❑3 Ph Size: 200 A # Meters 1 Old Meter# Z New Service ❑ Service Reconnect ❑✓ Underground [:]Overhead # Underground Laterals Z1 ❑2 ❑H Frame[-]Pole Work done on Service? ❑✓ Y ❑N Additional Information: Need Temp ASAP Need Temp ASAP Need Temp ASAP PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx ('Y) e\* �ov�� OCT 2 7 2022 LIE&A air.. " `ILD' L. K. McLEAN ASSOCIATES, P.C. ToVUl- LETTER OF TRANSMITTAL - CONSULTING ENGINEERS DATE: 10/216/22 1 PROJ NO.: 20099.000 437 SOUTH COUNTRY ROAD ATT: To Whom It May Concern BROOKHAVEN, NEW YORK 11719 RE: Fields @ Mattituck Lots 7&11 TO: Town of Southold Building Department 54375 Main Road Final CO Submission PO Box 1179 Southold,NY 11971 We are sending you F—x I Attached Under separate cover via the following items: r Shop Drawings Prints Plans Samples Specifications Copy of Letter Change Order Other: Copies Date No.Sheets Description 1 Ea. 10/26/2022 4 Energy certificates(2012 combustion safety form&HERS certificate) 1 Ea. 10/26/2022 2 Solder Certification 1 Ea. 10/26/2022 2 Final Signed and sealed survey 1 Ea. 10/26/2022 2 Final SCDHS green stamp approval 1 Ea. 10/26/2022 8 Insulation Certificate 1 Ea. 10/26/2022 1 Electrical Compliance Cert. These are transmitted as checked below: For Approval Approved as Noted Resubmit Copies for Approval X For Your Use Returned for Corrections Submit Copies for Distribution As Requested No Exception Taken Make Corrections as Noted For Review and Comment Other: For Bids Due Prints Returned After Loan to Us REMARKS: Copy To: LKMA File,Zenith Property Group LLC Signed: Christopher F.Dwyer,Associate(Auth.Agent) LKAIAL. K. McLean Associates, P. C. ❖ 437 South Country Road • Brookhaven • New York • 11719 (631)286-8668. • FAX(631)286-6314 ❖ 25 Newbridge Road • Suite 212 • Hicksville • New York • 11801 https://www.lkma.com RAYMOND G.DiBIASE,P.E.,PTOE,PTP,PRESIDENT and CEO Associates ROBERT A.STEELE,P.E.,EXECUTIVE VICE PRESIDENT JAMES L.DeKONING,P.E.,VICE PRESIDENT CHRISTOPHER F.DWYER STEVEN W.EISENBERG,P.E. ANDREW B.SPEISER R MATTHEW C.JEDLICKA,LEED AP Llfj I�r I� KEITH J.MASSERIA,P.E. OEC A.CORRADO,P.E. tJEC 2 1 202. TAMARA L.STILLMAN,P.L.S. �ece 7, 2021 Town of Southold BUILDING DEPT: Building Department TOWN OF SOUTHOLD 54375 Main Street(NY-25) P.O. Box 1179 Southold,New York 11971 Attn: Mr. Michael J. Verity, Chief Building Inspector Re: "The Fields @ Mattituck"—Lot#7 (1000-106-8-61) - 4525 Stanley Road Modifications to "Zenith" Model by Oasis at Mattituck Corp. LKMA Project#: 20099.000 Dear Chief Building Inspector Verity: On-behalf of the Oasis at Mattituck Corp.,owners of the Fields at Mattituck Subdivision on Stanley Road Ext., enclosed you will find four (4) sets of updated construction drawings for the "Zenith" Model that was previously approved for this lot in Mattituck. Due to material supply chain issues and functionality preferences the developer/owner had their design professional make minor changes to the plans. These changes were appropriately identified by the Town's Building Inspector (John Jarski) and we have since memorialized them with this submission to your i, Department. Enclosed you will find the following documents to support your permit review; • Four(4) sets of Sealed Architectural Plans. Should you require any additional information on this building permit submission do not hesitate to contact my office at your convenience. Very truly yours "'s t�� J �� D e 1� , / Q'� CFD:cfd `` \� Christopher F. Dwyer C1, `�� J CC: The Oasis at Mattituck Corp. LKMA File Copy (drawings scanned to server) TODAY'S CHALLENGES JOMORROW'S SOLUTIONS Since 1950 TONN COMMENTS z ' ' THE I — ZENITH ' ' APR VED ASDATE: 3 B.P. v A G�UAL I TY NEN HOME: MODEL 5Y _FEE: E bBY: COMPLY WITH ALL CODES G = ° NOTIFY BUILDING, DEARTMENT AT NEW YORK STATE & TOW N CW 1 •S 0 OSS I ST MATT I TUG1G, GOi�. 765-1802 8 A 70 4PM FOR THE AS REQUIRED AND CON ITION' FLU FOLLOWI G INSPECTIONS: 1. FOUNDATION - T*O iEQUIRED �. ; .,�,�, Z — z FOR POURED CONCRETE 2. ROUG - FRAMI JG & PLUMBING jG`''H'�.."0"` 3. INSULATION "USTEE y I- 4. FINAL CONSTF.''710N MUST p BE CO 4PLE T E �.; 0, N,�%S- ALL CON TRUCTICN S,'ALL MEET THE # l REQUIRE VENTS OF THE CODES OF NEW — YORK STATE. NOT RESPONSIBLE FOR OCCUPANCY OR DESIGN R CONSTRUCTION ERRORS. USE IS UNLAWFUL RETAINS ORM WATER RUNOR WITHOUT CERTI LCAT � PURSUANT TO CHAPTER 236 OF OCCUPANCY LU THE WN CODE, o PLUMBER CEPTIFICA 7ON 11 IT I ii IT II d IT I ��M�� I�-; ON LEAD CONTENT BEFORE ALL L�,raING�,�yAyjB CERTIFICATE OFOCCU ANC1 tw .TER LINES '``:=o SOLDER USIED IN WA ER 115STIN t BEFORE co'v'e lrac� SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% L EAD. r I ELE TRICALa r Q pECTI � �EC�U4l�F..� TRlIBS P�.t�caR®O�Rr�afErJ� �: Nit S I I lH I 1 111 1 11111 11 1 yhust pro"ide J,anuals DO NOT PROCEED WIT!'' 11 FRMAING UNTIL SUPVr - 1 an S as per OF FOUNDATIC,N !.:��',; is iN NYS Code HAS BEEN APPROVED, Z o / OL O 12 Blower door � � L W m z z 1 'hL Vu x aaW►a 8 and ductwork installed,replaced or Z Z �-t o z w ' ll conform _ FINISHED SECOND FLOOR repaired shy _ _ _ _ _ _ - - _ _ _ testing required. — � IU g 4 to Chapter 172 p � }- �C- r o z 1 of the Town Code Z lU O Z o w JillUJ O a Q� moi L Oil AREA TABLE= � O - X} � Q� LU uJ. FIRST FLOOR 1,373 sf d SECOND VT GARAGEFLOOR 1,1241 Sf 585 sf p p BASEMENT 1,406 sf PORCH 66 sf Z o ° TOTAL LIVING SPACE 2,502 ST ' CONDITIONED FLOOR AREA 3,x08 s1f (INCLUDES BASEMENT) INFILTRATION VOLUME 42,5 FINisH>D FIRsr FLOOR - - - - - - - - - - - - (INCLUDES ATTIC, 4 BASEMEN ) 83 cif Ll FINI5HED GRADE I I I I I INDEX TO DR � .. r I i I i t I I lel 1 N C5 DRAWIING No. COVER 4 ELEVATIONS A--I •'�1'a+,.:,, _ _ I I I I I I ELEVATIONS A-2 DE-JIVER ED FEB 2 1 2021 I I FOUNDATION PLAN A-3 FIRST FLOOR� — N A 71— Ll I I I �' — 2nd FLOOR PLAN - 1 4 L— _J I I I — J WALL BRACING 8 ROOF PLAN A-6 p- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - I � SECTIONS DETAILS A-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NOTES O r A-8 d) TJI-DETAILS A-el O It N � tL o � O 1=RON7 ELEVATION ON 3: o U r SCALE: 1/4" = 1 ft O z Z OIr 4 u' 1-- Ll N u U 1— o p I— a 4 a IL tu Ow � r 0 It- to J DATE: FEBRUARY 2021 COVER $ ELEVATIONS DRAWING NUMBER A == I Z O V O V O LL LU z _� O O � III HII I II h 11 11 1 11 11 1 11 11 1 11 11 11 1111 11111 Hill I Q - - - - - - - - - - - - - - - - - - - - tu ---------------- ..l ' . Fr rT • ... .' . . ' . .. , . . I z V V O LH m � O z z O -�w p z z 1-u o zz �- o aLU ul > d� moi REAR ELEVATION � nO � o a �d< SCALE: 1/4" = 1 ft Z x< �nAFR.R,w.fap a'�` a t..+•��"+`,M ♦a�d+ I '^-RaR-O f:o•,�•^gym 1R� �a RasR aR.q 1� .•IFiO IA,l1 01 �e`�•iA±epe 4"�A DIS IVERED FEB 2 7 2021 �TT0 O 12 12 = O � iL to 12 12 - - - - - - - - — — — - - - - - - 8 ��ta 3: Z oQ o ~ 9 N13o Y I~— o 0 � � EE ® ® z o � 4El 0 0 � ED El 0 0 0 E] 0 OL El ED-0 7- tu otuIL O r= 0 � m O DATE: FEBRUARY 2021 SIDE ELEVATION SIDE ELEVATION REAR 4 SIDE ELEVATIONS SCALE: 1/4" = I ft SCALE: 1/4" = I ft DRAWING NUMBER A == 2 m A STRIP FOR EAVES LE55235# ASPHALT 5;MIN. (4)-FA5TENER5 PER z THAN 20' ABOVE GRADE A-7 [R905.2.6] Il-_ O No. 15 ASPHALT FELT UNDERLAYMENT [R905.1.1] TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 2x8 [UG313] P.T. LEDGER SELF-ADHERING POLYMER-MODIFIED 1/2"(P x 4" GALV. LAG 50REH5 AT 16" O.G. 5TA5GERED BITUMEN ICE SHIELD BARRIER [Rc105.1.21 O [R50-J,2] 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES v 11 1 36" INSIDE EXTERIOR WALL LINE FOR > 8:12 SLOPES 1/2" STRUCTURAL PANEL SHEATHING[R803.2] 43 2'-0" 3'-6" R-39 CLOSED-CELL SPRAY FOAM (SPF) INSULATION ° Lu 15'-O" 4'-6" 5'-6" 14'-0" 6'-6" 4'-6" Q a SOLID WOOD BLOCKING z N P.G. FTG (V - - - - - - - - CEILING JOIST Q BASEMENT ENTRANGE 5TAIR5 _- _ -O+_-_ _ I DRIP EDGE CIA 8" REINFORCED CONCRETE RETAINING WALL (2) 2x8 P.T. GDR 1x8 WOOD FASCIA # _ #4 REBAR AT 12" ON-CENTER EACH WAY - J - �' DECK LATERAL G NNEGTION (R5079.. ] I/2" GYPSUM WALLBOARD L SOFFIT VENT - 51MP50N D7T2 STANDARD HOOK AND LAP INTO I6" x 8" P.G. U `' DECK 8 INSTALL IAN MANU ACTURER'S 5PEG1 IGATION DOUBLE 2x TOP PLATE ( 1 VINYL SIDING. ATTACH THROUGH RIGID FOOTING. 2' MIN REBAR COVER in H; o (TYPICAL-2) I ' ' p ABOVE MINIMUM 24" LAP SPLICE LENGTH [R602.3.21 i INSULATION TO WOOD FRAMING PER MANUFACTUX ~ I i AREAS AND TO RES STA MINIMUM 28 psf S FOR -WIND s O - - - - - --O- - - - - - I i SUCTION LOAD (EXPOSURE B) OR 40 psf { } I = _ _ = I I (EXPOSURE G). r 36" HND I [R II.18] GONGPLAT� r 3°245LR - - -- - - - - - - - - - - - - - - - - - - - - - - -- 3°245LR AND STEPS I I P I I1 N 12 R SE S - OO I 0 EMERGENCY ESCAPE $ RESCUE OPENING DRYHELL I I [R310] PLASTIC HOUSEWRAP INSTALLED OVER FOAM 4'-3" INSULATION. INSTALL AND TAPE ALL 5EAM5 PER _ _ _ _ _ _ _ _ __ _ J L - - - - - - - - I 3o6a i L - 2x4 WALL 5TUD5 AT 16" O.G. MANUFAGTURER'S INSTRUCTIONS [R'7032] R-15 UNFAGED FIBERGLASS BATT INSULATION II R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XPS) O - - - - - - - - - - - - - - - - - - - - - - - L - 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL USING - - - - - - _ BASEMENT I I GAP-HEAD NAILS WITH A MINIMUM 3/4" 4 2x8 PLATFORM I o I R-13 2" CLOSED-CELL SPF INSULATION I6 O.C. IEOND;SPACED 12 O.G. PERIMETER AND _ I (V (ALSO AT RIM JOIST IN SECOND ' 6A5 WATER HEATER Q it A. 0. SMITHHW I I `fl FLOOR PLATFORM - NOT SHOWN) 1/2" STRUCTURAL PANEL SHEATHING GPVT 50 200 I ( - CAPACITY = 509 al .L Q I I I I NOTE: I i 3/4" STRUCTURAL PANEL SUBFLOOR 2x SOLE PLATE N I I I I HOLODOWNS ARE N 5-1/2"(1) 5TL COLUMN I L- - - - 2x BAND J015T N NOT REGUIRED FOR x 6"A2"A/2" TOP PLATE' O z I I I I N12"xl2"x3/4" BASE PLATE - 2x6 PRESERVATIVE TREATED SIILL [U62] THIS PROJECT. W I I S ON 4'-O"x4'-O"xl4" DEEP P.G. FTG. I r cp Z O I I I I w/#5 REBAR AT 8"ON-CENTER EACH WAY I I N N l9 FLOOR JOISTS COPPER TERMITE SHIELD O CD (TYPIGAL-4) - Qp 0 I I -- -- 2x8 [U65131 P.T. LEDGER OVER SILL SEAL z Q I I 1/2":V x 4" GALV. LAG SCREWS EXTEND SIDING TO WITHIN 12" OF FINAL - I I (3)-I.-15x11.8'15 LVL GDR AT 16' O.G. STAGGERED (ENGINEERED DESIGN) - [R507.2] I I 2x�6�J O - WOOD SILL PLATE TO FOUNDATION ANCHORAGE GRADE FOR HISTORIC DISTRICTS LL ( I DOUBLE FRAME r -] - - F - - - - I IAT161ro �' cV [R403.1.6] O AT 5TAIR5 1 m MINIMUM y2" dlo. ANCHOR BOLTS SPACED NOT I I I I 1 GREATER THAN 6 FEET ON-CENTER EMBEDDED (� Q I I I _I __ _- I__ __ I __ _ I I �/ I NOT LESS THAN �!" INTO CONCRETE OR GROUTED FINISH GRADE `J UNEXGAVATED I - '- -- -- -- - - --T_ _j - - �'----- "--- -- -- CELLS OF CONCRETE MASONRY UNITS. THE l l• _ I I I I I I I I I I BOLT5 SHALL BE LOCATED IN THE MIDDLE THIRD v N I I I I 3-O OF THE WIDTH OF THE PLATE. A NUT AND (� BEAM POCKET I I I I I I I II I WASHER SHALL BE TIGHTENED ON EACH ANCHOR f- 0- (TYP-2) L - - - J LJ z O 8'-6" L- - - - J I I'-8" L - 10'-4" 8-10' 8-10 I BOLT. THERE SHALL BE NOT FEWER THAN TWO 1 I 1 m 1- O BOLTS PER PLATE SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES OR LESSz Lu V w m Z N I I I I _ THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH w0 r- z >s z z O tt1 in O END OF THE PLATE SECTION. WALLS 24 INCHES Vn O } < O wIL - _ -1 1w O -1 W TOTAL LENGTH OR SHORTER SHALL HAVE NOT U1 z z m _ w I I I I FEWER THAN ONE ANCHOR BOLT LOCATED IN THE N Q 0 ° Iv ,- F O z CENTER THIRD OF THE PLATE SECTION AND t N W th O z z 0 O I I Y I SHALL BE ATTACHED TO ADJACENT WALL w u^ OC ) O CJ Q PANELS AT CORNERS AS SHOWN IN ITEM a OF Q m Q W k, tu Q O I I 0 I TABLE R&O2.3(I). Q cqLL V �l =a, UL Q-1 O IX 8� I I X �( I I I I R-11 BASEMENT WALL BLANKET INSULATION �>O Q dJ O= 0 � a O } Q 'P V x- m f>_ _ - O �� i - - - - - - - - - - - - - ' Ot/PG. °nII II P.G. FOUNDATION WALL J O 6 OCY Q (] I I CONTINUOUS HORIZONTAL REINFORCEMENT: ONE No. 4 R tL (� < I I BAR WITHIN 12 INCHES OF THE TOP OF WALL STORY =" O O I ( L -- - - - - - - - c0 i r I 8" -'j P.G. UNDATION STEMWALL UPON `fl AND ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL �� N `Z - - - - - - - - - - - - -I m I I I I I6" x 8" EEP CONTINUOUS P.G. FOOTING STORY [TABLE R404.1.2(I)] O O N I L - - - - - - - - - - - - - - -� vo I I EXPANSION JOINT DECK I - - - - - -- - - - - - - - - - - - - � dJ I I N Q ABOVE I I 4" P.G. FLOOR SLAB - - - - - - - - - - - - - - -- - - - --- - - - - -- - - - - - - - - (� -I 2x8 [UG3B] P.T. LELDGER POURED CONCRETE FOOTING N I(2)-2x8 P.T. GqR� - -- I ��, .....�" Pr r- .„ '1i'' 1/2 (P x 4" GALV.L,AG 5GREW5 AT 16 O.G. ON UNDISTURBED 501L [R403.1] �` +' -v- + `• STAGGERED [R507'.q] FILM -/ .,^• ."°^qw.y(. C ,' G7�, , 4 . 6 MIL POLYETHYLENE •�•••"••"•®T. R � a' - - - - - _- -- - - CONTINUOUS UNDER 5TEMWALL f,�. c� a j P.G. FTG L L I At 11'-4" �.e' ��I§."'' I,4:.Pt•�7T� A 1"y c`,� 211 211 TY I GSL. NL.L. SECTION 221-8" -P-4" 12'-4" 10'-O" 1'1'-1011 SCALE: NTS f pll n11 IVF 4"x4" [UG4B] PRE5ERVATIVE TREATED P05T WITH GALV. METAL P05T BASE ANCHOR ON 12"(P x 6-0" HIGH P.G. COLUMN WITH(2)-#4 VERTICAL REBAR ON ° 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY,REBAR 4" ABOVE BOTTOM -1 i- MAXIMUM SUPPORTED LOAD AT ll'DESIGN DEPTH = ISk IN PRESUMPTIVE 2k BEARING SOIL (TYP-6) 1 O (ENGINEERED DESIGN) OO j A LL Q. oX O (6 ° FOUNr1 )ATION PLAN. SCALE: 1/4" _- I ft �- } iIL Lu p1 ° N _10 < IL ° z STRUCTURAL DESIGN NOTE w LH � rZ In accordance with the 2020 ROWS; structural < d A' �-- v < WW INDOAND DOOR SCHEDULE elements such as engineered wood, steel and X X -j No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL steel/wood composite columns, beams, headers and Q d WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS girders that: o A UNITED WINDOW 3900 3050VGA 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.28 -22.0/-26.6 psf[20 sf] 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE I) resist gravity loads, and v W B UNITED WINDOW 3900 3030V 30 7/8"x 14 13/16" 3.18 sf 6.04 sf 3.18 sf 9.0 sf U=0.30 SHGC=0.31 -22.0/-29.7 psf[20 sf] 36"x 36" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE V C UNITED WINDOW 3900 TWIN 3050VA 30 13/16"x 26 11/16" 5.71 sf 22.24 sf 11.42 sf 30.0 sf U=0.30 SHGC=0.31 -20.0/-27.0 psf 150 sf] 72"x 60" C SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE 2) are not contained 1n the prescriptive design O W O D UNITED WINDOW 3900 TRIPLE 3050VGA 30 13/16"x 26 11/16" 5.71 sf 33.36 sf 17.13 sf 45.0 sf U=0.30 SHGC=0.28 -20.0/-27.0 psf[50 sf] 108"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE provisions of the 2020 RGNYS E UNITED WINDOW 3900 2030VG 18 7/8"x 14 13/16" 1.94 sf 3.67 sf 1.94 sf 6.0 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf 120 sf] 24"x 36" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE T' F NOT IN PROJECT F Were designed in accordance with 13 G UNITED WINDOW 3900 4040V PIC N/A 0 sf 12.84 sf 0 sf 16 sf U=0.30 SHGC=0.31 -26.0/-35.1 psf[20 sf] 48"x 48" G PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE ANSI/AWG NDS-2018 With 2018 supplement. H UNITED WINDOW 3900 SPS-7G PIC N/A 0 sf 18.80 sf 0 sf 23.3 sf U=0.30 SHGC=0.28 -23.0/-31.1 psf[50 sf] 70.25"x 50.25" H EYEBROW PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE I UNITED WINDOW 5500 3024V N/AV N/AV N/AV N/AV 7.0 sf U=0.30 SHGC=0.30 -22.0/-29.7 psf[20 sf] 36"x 28" 1 SLIDING,VINYL FRAME,LOW-E GLASS,ARGON,NO(GRILLE(BASEMENT) Structural elements such as Halls and fenestration that: J UNITED WINDOW 4500 PD6068V N/AV N/AV N/AV N/AV 40.0 sf U=0.28 SHGC=0.31 -20.0/-27.0 psf[50 sf] 72"x 80" J PATIO DOOR,LOW-E GLASS,ARGON,NO GRILLE K THERMA-TRU FIBER-CLASSIC FCM65/FCM12102SL 36"x 80" 20 sf 5.0 sf 20 sf 32 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sf] CHECK UNIT K FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS DATE: FEBRUARY 2021 L C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x T± 56 t sf - 56 t sf 56 t sf N/A N/A -23.0/-27.8 psf[50 sf] CHECK UNIT L RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS I) resist Hind loads, And M THERMA-TRU FIBER-CLASSIC FCM600 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.17 SHGC=0.01 -22.0/-29.7 psf[20 sf] CHECK UNIT M SOLID PANEL SIDE DOOR,MAHOGANY 2) are not contained in the prescriptive design FOUNDATION PLAN N THERMA-TRU SMOOTH-STAR SSF220 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.18 SHGC=0.01 N/A CHECK UNIT N SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR provisions of the 2020 RGNYS TYPICAL WALL SECTION 0 CUSTOM 2'-8"x 4'-4"INSULATED DOOR 32"x 52" 11.5 sf 0 sf N/A 11.5 sf R=5.0 N/A N/A AS REQ'D 0 SITE-BUILT ATTIC ACCESS DOOR WITH 1"RIGID XPS INSULATION P THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21.6 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sf] CHECK UNIT P HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR were designed in accordance With ASCE 1-16 Wind MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED provisions and acceptable engineering practice. DRAWING NUMBER MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[_sf] ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 Where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A _ m NOTES INDEXED TO THE 35'-O" 2 2020 ENERGY2'-011 CONSERVATION GONSTRUGTION 31-0 31_/'I GORE OF NEW YORK STATE 1= 6-4" 10'-8" 10'-8" T-4" RI01.5 COMPLIANCE: This building was designed and shall be A constructed to meet the 2020 ECCCNY5. Both RE5check N.S. MAJESTIC QUARTZ 32 DIRECT A-� O Department of Energy) and REM/Rate (Norelco) computer VENT GAS FIREPLACE. Z WALLS, CEILING AND FLOOR OF V software was utllitze to demonstrate compliance. All INSULATE d AIR-SEAL ALL mandatory provisions of the 2020 ECCGNYS - Residential Provisions are in force. PROVIDE RESERVED SPACE IN SERVICE PANEL FOR WOOD STEPS THE CHASE. HALIDE WALL SURFACES SHALL BE FUTURE SOLAR ELECTRIC INSTALLATION[TI03.qSHEETROCKED AND TAPED. ] Q R105.22 WRITTEN STATEMENT. To the best of m knowledge, belief and professional judgement,these plans comply with the 14'-O WALL SHIELD AND CEILING IL " GL05ED-GELL SPF .- ,. Energy Code. Furthermore,as a RESNET certlPied rater (LD. FIRESTOPS SHALL BE CAULKED Q WITH CAULK HAVING A 300° F 1LI No. 26143CI I), I certify that these plans comply with the Home ATTIC PATHWAY FOR SOLAR ELECTRIC (TI03.8] DEGK - MINIMUM CONTINUOUS EXPOSURE `i Energy Rating System (HERS) program. A signed certification INSTALL 2"4) VERTICAL SCHEDULE 80 PVG CONDUIT 5/4x6 DEGKING Q RATING. COAXIAL VENT HAS O N of compliance with the HERS program (NERC) will be submitted THROUGH ALL WALL5 TO ATTIC, WITH TEMPORARY PLUGS Z \ of the constructed building to demonstrate compliane. OR GAPS AT EACH TERMINUS [E3802.3.2]. INTAKE. COMBUSTION AIR z GYPSUM BOARDI <R301.1 CLIMATE ZONE: 4A Suffolk,NY O 030 O 0 OG N CONTINUOUS BEAD OF 36" GUARD [8312.1] r p. SEALANT R401.2 COMPLIANCE: This project complies with 2) Section R405 F--===--- ---- ------------------------- ' Simulated Performance Alternative, and the provisions of I I I I I 6068 SLDR 606e SLDR I (2)_3°50 (V GYPSUM BOARD Sections R401 through R404 labeled "Mandatory." r---i ----� I --_-j (2)-2x12 HDR (2)-2x12 HDR (2)-2x12 HDR ' Mandatory requirements: BASEMENT ENTRANCE i rJ--__—L—__--__L-- J III O R40f.3 CERTIFICATE, Builder to post per Code. `b DOWN -> CONTINUOUS BEAD OF 8402.4.1 THERMAL ENVELOPE: To be tested 4 verified to 3 i O r------------------� - I I I I �11 I WALL LINE ABOVE I tt ;i PL TE Ht. " A F LA H . ct'-1" A5F SEALANT AGH by HERS rater. See Table R402.4.1.1 in plans. R402.42 FIREPLACES: Factory built with UL 127 doors. I I o Ql R402.4.3 FENESTRATION See window/door schedule - �- <t -----------------� _ � W W ----� L-- sI CONTINUOUS MINIMAL KITCHEN Ito ml ! w' EXPANDING FOAM AT WINDOW 8402.4.4 FUEL-BURNING APPLIANCES= All room heating and ® 1 I LL UNIT PERIMETER hot water heating appliances to be direct vent with both 23'-4 1/2" " I Intake and exhaust pipes Installed continuous to the m m I/2I o Q r I O o OI outside. 3 1/2 0 1 I 1 WINDOW UNIT R402.45 RECESSED LI&HTIN6= IG-rated and labeled as `� CLI- 1 II® - i having an air leakage rate of not greater than 2.0 cfm v k -- z 1 I I o d O I = per ode. _ o J cp - I I ua O I ILid 84025 MAX. U-FACTOR d SHGG: See window schedule. --------------- N w d I I > 1 I I� FAMILY ROOM wl R403.1 CONTROLS: See Ictus for thermostat Information, - 11-- 8403 32 DUCT SEALING:plans duct joints shall be I p ~ "I I m -- 4'_311 it I p `� p mechanically fastened and sealed with duct mastic i Q I z t CONTINUOUS MINIMAL sealant. Apply mastic to duct seams. 1 GARAGE m EXPANDING FOAM AT WINDOW R403.3.3 DUCT TE5TIN6: A duct air-leakage test Is not I I 5" P.G. SLAB U 1'-3 1/2" UNIT PERIMETER required under exceptions I and 2. Q Q PITCHED TO DOOR }___ __ ' 1 F I I I-� NOTE: q'-0" CEILING HEIGHT �I 20 cfm CONT. TO ERV a R403.35 BUILDING CAVITIES: Framing cavities shall not I: _ � � r -r � 1 I } = THROUGHOUT FIRST STORY } [M1505.4] used as ducts or plenums. iv I v � I I I I J P �I O i dJ I R - p I I I >nl ll 8403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate N I I x I 0) Z) L r 1-• = mechanical system piping carrying hot water to an R-value of not less than R-3. _ j WALL LINE ABOVE— rn 8 8 25 TO ERV Ix x N R403.5.1 HEATED SERVICE HOT WATER(SHV) CIRCULATION N i I 1 r 2 6 2868 (V I u�I SMOKE 8 G.O. �DL-CN11111 SYSTEM= Not In protect. I I SELF-CLO51NO 20-min I - [MI505.4] IT T' x7" P5L COLUMN I DETECTOR (TYP) 246e'CONTINUOUS BEAD OF HEAT DETECTOR SEALANT R403b MECHANICAL VENTILATION: ERV continuous m 1F.R. DOOR[8302.5.1] (2)-1.715 x 11.875 LVL u) Nventilation system specified In the plans exceeds the 0 IFLUSH HDR m C� cJ minimum efficacy of 1.2 cfm/wott. _ ® ® (2)-2x10o R4053 HVAC EQUIPMENT: Sized In accordance with ALGA - T L_ __ (4)1_175 x 11.875 LVL FLUSH_HDR _ (2)-1.75 x 11 815 LVL FLUSH HDR_ H_D_R J and Manual S. m __ __ N x Ib LVL DROP HDR__ __ (ENGINEERED DESIGN) ------------------ Manual ---- - - ' (ENGINEERED DESIGN) BEARING WALL 2868 GYPSUM BOARD R403.5 MULTIPLE DWELLING SYSTEMS: Not applicable -- - I - 1 I R405A SNOW MELT: Not In project. ?v (ENGINEERED DESIGN) 2 3/4" BATH-{ I R403.10 POOLS AN SPAS: Not in project. ---------------� it i Pro I TECHNOLOGIES 2468 j ' I ' CONTINUOUS BEAD OF R403.11 PORTABLE SPAS: Not in project. I l GL II MODEL 7105 20 cfm GOVT. TO ERV 11--1 i; 1 ADHESIVE R404 LI6HTIN6: Builder to install hl h-effictenc lams In at I v`9 -711 PROGRAMMABLE --- g y P I - N o l [MI505.4] j. least cIOAS of permanently installed fixtures. t THERMOSTAT I INTERIOR GARAGE WALLS: I ,� �p „ � II � j I CONTINUOUS BEAD OF t I R-15 BATT INSULATION - N 2x10 STUD WALL AT 24 O.G. p }� i o SEALANT R405 SIMULATED PERFORMANCE ALTERNATIVE: This method was 1 ' _ HVAC, R.A.G. CHASE - iv F (Y Y2 GYPSUM BOARD �9 t, 2 3" used to show compliance with the Energy Code. REM/Rote p - O li FOYER software was used to model the building performace - see $ I J GARAGE GEILING: I tY m I- dJ I OPEN TO ABOVE _T i-' V 2020 IECG Ener Cost Compliance report provided with ry I I 6 m Q = Q BEDROOM 4 _ 9y P P P � x O Ys GYPSUM BOARD 4 8 v 2' GLO5EV-GELL 5PF Permit Iicatlon. REScheck was used to model the bulldin NI I 2 6 x �p g dJ [TABLE 8302.61 is u- _ >L performance based on national standards - see RECcheck II I DINING ROOM O r — '. Compliance Certificate and Inspection Checklist provided with N I p 1 - -11 m -------- (�/ Permit Application. I Q I 3 i/2" 1 u� ,� u- _ 1 (2)-1.75 x 11.875 LVL FJ k I 12-5' I 10-3 1/2" - �0 1Li m o v UNDER SECOND STORY WALL h PANTRY 3 I/2" 3 H/2" V lY) O �9 q - K ° Ja--1 ! w Z i I x r N r m 12'-5" 5'-21/2" Z 111 CONTINUOUS BEAD OF l-K- I I(1 NI " I Cf z - - — -I V- O –1 til SEALANT ------ _ - ------- _ ---------- �- _ I N ----------� 3°68/(2)-01068 5L = z Z GYPSUM BOARD 22'-III 0 (� ," ll•1 f O — {� O = �;:; cv m WALL LINE ABOVE I O IU m PORGH -- - 2 ro <Q —z O w -----------------------------� 4 a Q r (3)-305° 5/4xb DEGKING (3)-305° j IL L ® Q dI CONTINUOUS BEAD OF O 3050 O 3050 (2)-1.75 x 11.875 LVL HDR (2)-I.'S x 11.875 LVL HDR i 1�-- -1 m SEALANT 4x4 P.T. F05T fL O +�-- } Q i ` O (TYP-2) O Pi O 0 Q Q ! CONTINUOUS MINIMAL PLATE Ht. 8'-5" ASFJ PLATE Ht. q'-I" A5F _—® < Z 9 D EXPANDING FOAM AT WINDOW i T PERIMETER I WOOD STEPS WINDOW UNIT(OR !1p9i!111 WEATHER-PROOF DOOR) I II II 1_ II 1_ II II b-4 101-0.1b'-4 b b b 6 (2)-2x12 UPSET HEADER bl40 12'-0" i I II I II 7'-4 13-O 101-01, "�� ."l r'1 CONTINUOUSIAO MINIMAL • It .a+ F . J "= EXPANDING FOAM AT WINDOW GG II �I/� �I/'� G _711-61 UNIT PERIMETER AIR SEAL I I `lV I `OTE5 71'-6" �,f. '«c"a ' ` ► C .j k ,tib ''t) � Y t'•i•^ TABLE 8402.4.1.1 -2020 y�i AIR BARRIER AND INSULATION :51' �i INSTALLATION 3 - � f�--. •..: r CONTINUOUS BEAD OF INSULATION INSTALLATION s� ,'ea"'aa �,� �'w;•'`,n j COMPONENT AIR BARRIER CRITERIA SEALANT CRITERIA A continuous air barrier shall be installed In the A `d< ?t•('^"'""�; - � building envelope. General requirements The exterior therm al envelope contains a a sealing mae insulation shall not be used as A-7 MIMED FEB 2 j 2Q21 j GYPSUM BOARD continuous airbarrier. a sealing material. i i CONTINUOUS BEAD OF Breaks orjoints in the airbarrier shall be sealed. ` ADHESIVE The air barrier in any dropped ceilin app in shall be F I RST FLOOR FLAN I � Q j aligned with the insulation and any gaps in the air f'� CONTINUOUS BEAD OF Ceiling/attic barrier shall be sealed. The Insulation In any dropped ceilinglsoffit SEALANT shall be aligned with the air barrier. SCALE: I/4" = 1 ft Q O Access openings,drop down stairs or knee wall doors to unconditioned attics aces shall be sealed. O j Cavities within corners and headers of frame 2" CLOSED-CELL SPF The junction of the foundation and sill plate shall be walls shall be insulated by completely filling 1- sealed the cavity with a m aterlal having a thermal �p resistance of R-3 per inch minimum. m Walls Thejunctfon of the top plate and the top of exterior Exterior thermal envelope insulation for Q O walls shall be sealed. r framed walls shall be Installed In substantial Q K Q �l.,:l .,:,,1111 Knee walls shall be sealed. contact and continuous alignment with the air � Q II \ barrier. { The space between window/doorjambs and Windows,skylights and doors Q - O I framin andskylights and framingshall be sealed. � O GONTINUOU5 51LL SEALER - Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. , \ FULL WIDTH OF SILL Floor Pram ing cavity insulation shall be (� installed to maintain perrnanent contact with Q _ the underside of subfloor decking. Z O< FOUNDATION WALL Alternatively,floorframIng cavity Insulation (� Floors including cantilevered floors The air barrier shall be installed at any exposed O - shall be in contact with the to side of O and floors above garages. edge of insulation. p O sheathing or continuous insulation installed N - v Q Q CONCRETE SLAB on the underside of floor framing; and < / of all 'I , 111 p- ��/. '/+ \ flop framing members. lu - /� extending h STRUCTURAL DESIGN NOTE perimeter r i r Z 1 I — Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided < V L� — Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be In accordance with the 2020 RGNY5; structural Q d — overlapping joints taped. ermanentl attached to the walls. elements such as engineered wood, steel and OL X Duct shafts,utility penetrations,and flue shafts X / steel/wood composite columns, beams, headers and Shafts,penetrations opening to exterior or unconditioned space shall be `• ` / sealed. girders that: Batts to be installed in narrow cavities shall � 0 V� � — '. be cut to fit or narrow cavities shall be filled U resist gravity loads And Narrow cavities with insulation that on installation readily g y Y LU conforms to the available cavity space. --1 F Air sealing shall be provided between the garage 2) are not contained in the prescriptive design O LU O pro Garage separation and conditioned spaces. provisions of the 2020 ROWS _ NOTE: IT IS THE INTENT TO PROVIDE FORA Recessed light fixtures installed in the building Recessed light fixtures Installed in the ~ O CONTINUOUS AIR BARRIER AL16NED WITH THE Recessed lighting thermal envelope shall be sealed to the finished buildingted.thermal envelope shall be airtight were desl ned in accordance With 1- Q THERMAL ENVELOPE. TH15 DETAIL SHOWS surface. and IC rated. g 1- m TYPICAL METHODS OF AIR-SEALING U51NO in exterior walls,batt insulation shall be cut ANSI/AWG ND5-2018 with 2018 supplement. O VARIOUS BL'ILDING ELEMENTS,APPROVED neatly to fit around wiring and plumbing or ADHESIVES AND SEALANTS. FRAMING Plumbing and wiring insulation that on Installation,readily Structural elements such as walls and fenestration CONFIGURATHON5 NOT SHOWN, SUCH AS conforms to available space,shall extend CANTILEVERS AND STAIRWELLS,SHALL BE behind i in and wirin . that: SEALED IN A 51MILAR MANNER TO PROVIDE FOR The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs A CONTINUOUS AIR BARRIER ALIGNED WITH THE Showerltub on exterior wall showers and tubs shall separate the wall from the shall be insulated. DATE: FEBRUARY 2021 THERMAL ENVELOPE IN ALL LOCATIONS. shower or tub. 1) resist wind loads, and The air barrier shall be Installed behind electrical Electrical/phone box on exterior walls and communication boxes. Alternatively,air-sealed 2) are not contained in the prescriptive design FIRST FLOOR boxes shall be Installed. provisions of the 2020 ROWS PLAN HVAC supply and return register boots that AIR /� I �+ � � A I�� HVAC register boots penetrate building thermal envelope shall be sealed f-� (� f-� to the ate building wall covering eor nvelope s penetrated Were designed in accordance with ASCE 'f-I6 Wind by the boot. provisions and acceptable engineerin=g practice. DRAWING NUMBER SCALE: 5/4" = I ft Where required to be sealed,concealed fire sprinklers shall only be sealed In a mannerthat is Concealed sprinklers recommended by the manufacturer. Caulking or Where annotatedn ENGINEEiRED Dn the E51�Nthey are other adhesive sealants shall not be used to fill �C voids between fire sprinkler cover plates and walls or ceilin s. m A A-� Z O H v 47'-10" O l� 1'-10 1/2" 0/ 2'-51/2" 5'-6" Q IL 3'-q 3/4" 14'-2 1/4" 6'-4' 6-4" 3'-8" 3'-S" ijj W IO Z _ r------------ ------------- � I I ry .. O I I I (V I I I I ## I I w I OI O i HAZARD GLA INC [R308.4] I O I (2)-3°5° r------------------------ -- — —L-- --------- ---------- WALL LINE BELOW I OI G �p F 2x8 GJ AT 16" o.c. 4°4° PIG �q 1 �t I 4040 PIG j = -------- ------ ------------ --- (2)-1.75 x 11.8'15 LVL FL HDR (ENGINEERED DESIGN) I I DOUBLE WALL STUDS - 4'-II" I _ r------- = N 3 1/2" \ BEDROOM 3 , I O 2'-2" 6'-q" 2'-5 I/2" 0 m - 2x8 PLATFORM W.I.G. - `? 8'-O" G Ht m o 1 I Q i 20 cfm CONT. P � N m BPcTI—f '�' i TO ERV [M1505.4] -� O 2468 U i r M BATH 3'-l0" I m WHOLE-HOUSE MEGHANIGAL VENTILATION [R403.6] LENNOX HEALTHY CLIMATE ERV5-175-TPD ENERGY RECOVERY VENTILATOR 4'-O" - I- 20 cfm CONT. Pro I TECHNOLOGIES I 8'-O" G Ht I I 1 4'-2 I/2' I INSTALL ERV UNIT IN CONDITIONED ATTIC. p I I TO ERV = = N MODEL T'705 I _--------- DUCTS SHALL NOT BE CONNECTED TO THE HVAG SYSTEM. z l I z4 z i [M1505.41 PROGRAMMABLE m !L =I Iz p I m m THERMOSTAT I ---------7 --------- Q m 1 m 0 1 I SHOWER HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL _--------- INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. ---------- 4 a 286a 6 2"'b" =r fu N LIN 36"GUARD[R312.1] _ _ _ - STALE AIR TO OUTSIDE AND FRESH AIR FROM OUTSIDE: 6" dfa. DUGT5 g 246& r // _ N �� I `� CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL g5P07 (L�D — — — — ® ,�— — —� A.G. RETURNI �i m SMOKE 3 G.O. HALL 2868 2a6B HVAG EQUIPMENT IN ATTIC N i / rn FRESH AIR TO INSIDE DIFFUSER IN HALLWAY: b dla. DUCT GA5 OR PROPANE FURNACE: LENNOX ELIg6UH0-1OXE36B SLOPED x DETECTOR(TYP) I �_ � o I I STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. CLA55 IV DIRECT VENTED TO OUTSIDE;AHRI 2018485'10 O GEILING (2)-2x10 _ y — — (2)-2x10 I STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL 18N48 --(2)-1.75x11.8-75 LVL FLUSH HDR--- _ HEATING GAP: 64,000 Btuh;AFUE = q6.1 _� HDR HDR _ slca� � __ (3)-175x11.875 LVL FLUSH __ i --J N ALL DUCTS INSULATED TO R-4.2 ------ (n I c`�v 2aba BEARING WALL 2868 (ENGINEERED DESIGN) (ENGINEERED DESIGN) Q i r- vv INDOOR COIL: LENNOX CH35-506+TDR I" RIGID IN5UL v i m SYSTEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE [MI505.4.41: j OUTDOOR UNIT: LENNOX MLI4XG1-036-230G;AHRI 2033'l46g0 ON ATTIC I COOLING GAP: 34800 Btuh;SEER = 15.10 12" x 12" AIR 36"GUARD [R312.1] I MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM ACCESS DOOR TRANSFER GRILL S m ®S \x/ AND MINIMUM 25 cfm EXHAUST FROM KITCHEN, INSTALL IAW MANUFACTURER'S SPECIFICATIONS O0 2844 3 N LAUNDRY IN CEILING ++- 7 �— �o _ ; j 2x10 STUD WALL AT 24" O.G. I m Q _ HVAG R.A.G. CHASE r _ MASTER BEDROOM � z ' w z DRYER EXHAUST ' Ht TRAY GEILING W•1•G• _ - O -1 W I p q I DRYE WASHER Q OPEN TO BELOW - j cv [MI502] m Q i O ,^ I V_ -4 Z iv BEDROOM 2 1 3 1/2" 3 1/2" U 1 IZ'I ' � z - 6-O I/2 &'-0.. G Ht U m 2°3° (� J-t-1 �' V ® O r----------- O N O <y m pOC N DOUBLE WALL 5TUD5 N 51042 EYEBROW PIG N .(1 N Q Q Qn 1/2" W.I.G. 266a 12'-5" O 12'-5" iv j rn Q (2)-L-75 x 11.8'15 LVL HDR __ O (2)-3°5° iv m I I WALL LINE BELOW r _ (ENGINEERED DESIGN) m -------------------------- -------� �J (2)-3050 ------------ m G WALL LINE BELOW I I O I I I I L ----------------------------- ot ------------------------------ ,I�■pyy(+ 1,'- : b'-6" 6' 47'-10" DE .IVERED FEB 2 7 2021 SECOND FLOOR FLAN, Q A 50ALE: 1/4" = 1 ft A-'7 QO r LL 1112=1 Oz � 0.3 O ® Z o Q `L 9 't 50LAR—READY LLI Q x p F— O CERTIFICATE N O Y f— w � k) < z This home has STRUCTURAL DESIGN NOTE w j2p- ` incorporated features at O Z the time of Initial In accordance with the 2020 RGNYS; structural 3: Q< �-- < construction to enable the elements such as engineered wood, steel and DL installation of solar steel/wood composite columns, beams, headers and Q OL electric. girders that: o Q The solar-ready roof o 0 1) resist gravity loads, and Q W zone is shown on this Y — < IL construction Ian excerpt 2) are not contained in the prescriptive design O to O GO UI and Is ree of provisions of the 2020 RGNYS I obstructions that would r limit placement of solar were designed in accordance with O panels. ANSI/AWG NDS-2018 with 2018 supplement. O m Plastic conduit for future Structural elements such as walls and fenestration electric wiring has been that: o Installed through walls at DATE: FEBRUARY 2021 the locations shown to 1) resist wind loads, and facilitate the installation of wiring between the 2) are not contained In the prescriptive design 2nd FLOOR electric service panel and SOLAR-READY provisions of the 2020 RGNYS PLAN roof-mounted solar ROOF ZONES panels. were designed In accordance with ASCE 7-I6 wind provisions and acceptable engineering, practice. DRAWING NUMBER where such elements occur in the plans;, they are CONTRACTOR To AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANELABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TI05.10] annotated "ENGINEERED DE51G'N." A == 5 BNL- A BWL B BNL G BWL 0 10'-4" ii I5'-1" I I z I I O II BWLI -----!------------------ ---------- --- ...------.------ --- WALL LINE BELOW :!. - - wA.a,... .., ROOF BELOW 2x10 RR AT I6" o.r,. .c. 2x10 RR AT 16" o ' Oi I j �. ROOF BELOW1z LL •�-, . E ° (VO is mLU ROOF LINE Q Q f 9 (V -' i q ATTIC PATHWAY FOR 50LAR ELECTRIC [TIO3.51 - - 0 - # INSTALL 2 VERTICAL SCHEDULE 80 PVG - - - x - x6 RR ry O " - - ---- I ".,......,"1 ',,;:....._..-.,......,...,.. ......::. ...:...,.: _ CONDUIT THROUGH ALL WALLS TO ATTIC, WITH �I TEMPORARY PLU65 OR GAPS AT EACH TERMINUS ° # s i I .•.. 1 i O [E3W2 3 2] g I ' � tI I -- ----- --- q s - t. 1z P�GGESS ROOF -- - -- - , 1,. „ ff N `i% I N - N �0 AGGESS ROOF a l� 1.15 x 14 LVL STRUCTURAL RIDGE x P05T RIDGE DOWN TO BEARING \ f N r WALL AT 12'-0" ON-GENTER OR LE55 - - _ 2x12 RIDGE 2x12 RIDGE 2-0„ 2,-0„ EXTEND RIDGE TO BWL 2 ---- ----------- k ---------- - - ---- I BEARING WALL AT ° j " ROOF BELOW I 6,_4 3-6 3-6 Y D 1 k ( ALL VAULTS n, GEILING5 - 6 I Q SOLAR-READY ZONE [TI03.3] +. � ° PROVIDES 36" WIDE AGGE55 PATHWAYS R----- --- , a Q p �O FROM SAVE TO RIDGE WHERE 5HOWN ! x 24.61. THE Q REMAIN CLEAR OF 055TRUGDTIONS 5UGH A5 :... ........... ...... , �� LU ci v .....`,,.�.,-- Qy VENTS, ETC. [TIO3.4] 1, p N j �Pv (TYPIGAL-2) _ N �+ _ 2x6 RR AT 16" o.c. 5EGON7 5TOR"'r �3V4L. FLAN - � x X 2x10 RR AT I6" o.c. 2x10 RR AT I6" o.c. r� SCALE: 3/16" = 1 ft :...r__.. :.• \ - WALL LINE I 2x1O RR AT 16" o.c. 2x10 RR AT 16" O.C. � - PORCH ROOF BELOW +c9 - ....., WALL LINE 1 � m � O ROOF LINE N V W m Z Z <d � z TABLE R802.5.2 RAFTER/CEILING JOIST HEEL m - - -1� o - w JOINT CONNECTIONSa, b,c, a, e, g p }- - 7 o z iii u GROUND SNOW LOAD(psf) >. uj Z z UA ® W O ROOF FLAN RAFTER 20f 30 � 0 W- I} 0< � RAFTER SPACING Roof span(feet) nn�� O BNL E BNL F BWL C BWL H SCALE: 1/4" = 1 ft SLOPE <p 22'-4" 7'-8" �. 38'-6" (inches) 12 20 28 36 12 20 28 36 p d common Required nailsa b per heel joint splices', e I I 12 4 6 8 10 4 6 8 11 , 3:12 16 5 8 10 13 5 8 11 14 BRACED WALL PANEL CALCULATIONS 24 7 11 15 19 7 11 16 21 4'-10" 3'-O" 4'-4" I 12 3 5 6 8 3 5 6 8 Wind Adjustment Factors -Table R602.10.3(2I (p.187) 4:12 16 4 6 8 10 4 6 8 11 24 5 8 12 15 5 9 12 16 0' �` �" =}•. ; !I Upper Story .a'�4... , Ti. C fico t. - - ------------------------ -------- 12 3 4 5 6 3 4 5 74r,, ,�; 5 + J ' t ' .• BWL 3 - - -------------- --- - --- ----- - " •n.y _ Numbered Lettered -'r u- 3I-O ( i i `r I 5:12 16 3 5 6 8 3 5 7 9 " i �; Wail Lines Wall Lines Comment '=.� r`��`'�� ,f ,�, �'�• I Ex osure Category E 1, ;`' 24 4 7 9 12 4 7 10 13 op g ry 1 00 1 00 xposure B, 2 Sty 7 j, € Roof Eave-to-Ridge Height 0.98 0.98 9'-8"; Roof Only 12 3 4 4 5 3 3 4 5 = ,3 Wall Height rPo r, t Y. I- 0.90 0.90 8'-0" 7:12 16 3 4 5 6 3 4 5 6 �' '� ., '' ,' £ : ✓ +� - 4 N Number of Braced Wall Lines 1.00 1.45 2; 4 24 3 5 7 9 3 5 7 9 ;r., I� 12 3 3 4 4 3 3 3 4 0% .IVERED FED 2 7 2021 _ v Additional 800 Ib Hold Down 1.00 1.00 N/A - -- -__,_. I Gypsum Board Fastening 1.00 1.00 N/A 9:12 16 3 4 4 5 3 3 4 5 Wind Factor Total 0.882 1.279 24 3 4 6 7 3 4 6 7 12 3 3 3 3 3 3 3 3 I ' - - 1212 _- m 1 Braced Wall 140 mph Total Bracing 3 4 4 5 3 3 4 6 O d) 16 , 24 Braced Wail Bracing Wind Factor O� -' Line Spacing Required Required Length Status - O O Line Method Total r (ft) Bracing (ft) Bracing Provided (ft) For SI: 1 inch-25.4 mm, 1 foot=304.8 mm, 1 pound per %p r ! square foot=0.0479 kPa. - O w 1 WSP 27.08 7.27 0.882 6.41 17.67 OK _ ;..: ......,....:......,_..,_...... .... ..: ,":..: ,.. - - a. 40d box nails shall be permitted to be substituted for 16d p z ' m 2 CS-WSP 27.08 6.42 0.882 5.66 24.33 OK , a common nails. O� A GB 19.08 9.59 1.279 12.26 18.67 OK b. Nailing requirements shall be permitted to be reduced 25 m B GB 14.71 7.62 1.279 9.75 24.17 OK percent if nails are clinched. 1- C GB 12.96 6.83 1.279 8.73 26.08 OK C. Heel joint connections are not required where the ridge is O v = 0 D CS-WSP 15.58 3.90 1.279 4.99 23.00 OK supported by a load-bearing wall,header or ridge beam. �-- �p-'F } 1 d. Where intermediate support of the rafter is provided by z (� = - - I 4 , - -. 1 z , Q / .. O .1 �' ' vertical struts or purlins to a load-bearing wall,the O u- - d- m tabulated heel joint connection requirements shall be O 0 ` j q - _ -I---- Wind Adjustment Factors-Table R602.10.3(2) (p.187) permitted to be reduced proportionally to the reduction in N s f - = Lower Story v d C. Equivalent nailin patterns are required for ceiling joist- 1 Numbered Lettered Lettered Wall Lines Wall Lines Wall Lines Comment to ceiling joist lap splices. Q a V _ ______________ I f. Applies to roof live load of 20 psf or less. - IL BWL 4 cv ------ ------_ - ---------- ---------;`----------------- --- Exposure Category 1.00 1.00 1.00 Exposure B _j I g. Tabulated heel joint connection requirements assume X - Roof Eawe-to-Ride Height 0.98 1.00 0.99 9'-8"; 10'-0"; 9'-8" aC OL _ - g 9 that ceiling foists or rafter ties are located at the bottom t- 4'-10" -0" 4'-10" t - 1` -- -1' = I ,- 0 -f'-6.. Wall I Height 0.98 0.98 0.95 9'-8"; 9-8 , 9 0 of the attic space. Where ceiling joists or rafter ties arse _ Number of Braced Wall Lines 1.00 1.00 1.30 2; 2-GAR; 3-DWEL located higher in the attic,heel joint connection v J _.__._..___,.._.._._.__-._.._ ..n_...y.....:_ ' Additional 800 Ib Hold Down 1.00 1.00 1.00 N/A requirements shall be increased by the following factors: JO it O Gypsum Board Fastening 1.00 1.00 1.00 N/A tl l Wind Factor Total 0.960 0.980 1.223 HC/HR Heel Joint Connection Adjustment Factor LIL GARAGE DWELLING 1/3 1.5 r 1/4 1.33 m Braced Wall 140 mph Total Bracing 1/5 1.25 -J Braced Wall Bracing Wind Factor 1/6 1.2 FIRST STORY BBL PLAN Line Spacing Required Required Length Status Line Method Total 1/10 or less 1.11 SCALE: 3/16" = 1 ft (ft) Bracing (ft) Bracing Provided (ft) DATE: FEBRUARY 2021 3 CS-WSP 27.00 11.80 0.960 11.33 43.17 OK where: 4 CS-WSP 27.00 11.80 0.960 11.33 36.50 OK E CS-WSP 22.33 5.47 0.980 5.36 7.08 OK HC=Height of ceiling joists or rafter ties measured vertically WALL BRACING 4 above the top of the rafter support walls. ROOF PLAN F-GAR GB 22.33 10.93 D.980 10.71 12.33 OK HR=Height of roof ridge measured vertically above the top sof F-DWEL GB 7.67 7.67 1.223 9.3$ 10.00 OK the rafter support walls. G GB 23.0$ 21.12 1.223 25.82 27.67 OK DRAWING NUMBER H CS-WSP 38.50 16.40 1.223 20.05 26.83 OK A - & m I ROOF ---------------------� 2x EXTERIOR WALL I------------------------------------------------------------------------------------------------------ -- I , z I O Im I v I — - - — I I - - - - - - - - - - - - - I - - - - - - I R-30 BATT INSULATION Q - I ( STUD TO FLOOR JOIST v I 51MP50N COIL STRAP V I I (4)- d NAILS AT EACH END O ------------------ - ------------------------------------------I -- --------------------------------------------------------------- 1L GEILIN6 LAUNDRY I I FAMILY BATH -�_ I - - - - MASTER BATH I I 2x SOLID BLOCK d AIR-SEAL BETWEEN FJ Q _ _ - - - - - - - - - - - - I _ - - - - 2x RIM BOARD W ' 912 w } } } I >1 I I I } I I I } I > 1 >1 > I =I I j GANTILEVERED FLOOR JOIST ZO N i u, I > I i In - IWG - - - - WC O WASHE1 1 1 Jjl R I i I LAV. I I I LAV. I LAV. n lik," OSB $ VINYL SOFFIT TUB TUB �y FLOOR JOIST TO WALL: 5HOHER I 51MP50N H2;(5)-8d NAILS TO FJ $ (5)-8d NAILS TO STUD I I I 2x EXTERIOR WALL } - 2nd FLOOR { ___ --____-- ----- -__ _-- _-- a ALTERNATE WHERE FJ/STUD MI5AL16N5: AWL { 11 I ------- 2 W 3 W 1-1/2 W I-I/2" W I-i/2" W 2" W 3" W 2" W T ------ I FLOOR JOIST TO PLATES: 22 W I I G.O. 211 H 3" H I I G.O. 2" H 311 1 1 I i SIMPSON H2.5;(5)-8d NAILS TO FJ, (5)-8d NAILS TO PLATES ------------------ I PLATES TO STUD: -- ------------------------------------------ ------------------------------------------------------------------ -------------------------------------------------------� SIMPSON H2.5;(5)-8d TO PLATES, (5)-8d TO STUD GEILINS -- - - - - - - - POWDER - BATH I 2x ROOF RAFTERS AT I6" O.G. O - - - - - - - - KITCHEN - - - - - - I USE OALV. HURRICANE TIE BETWEEN }1 } }T - - - - }T I EVERY RAFTER AND THE ROOF BEAM F— }I �, - I I DETAIL AT F00�' II �nI _I "I 2x GEILIN6 JOISTS AT 16 O.G. I I I CANTILEVERS � 5ETBAC, 5 USE (JOIN NAILS RAFTER I WG I WG I HEEL JOINT CONNECTION ION 3 KIT 51N< x I 3 I IROOF BEAM (SEE PLAN FOR SIZE) LAV. _ LAV. SCALE: NTS N DW m m I IA ASS MBLE HIR HIO-d NAIS�D I TUB I 12" O.G. 5TA65ERED ALONG LENGTH I I I I I VENTED VINYL SOFFIT 15t FLOOR -------------- ------- - ------------------ 1x8 TRIM BOARD ----------------------------------------------------------- ----- ----------------------------------- ---------- -------- --- - 211 W I-I/2" W 3" W I-I/2" W 3" W 2" W j UPLIFT CONNECTIONS: 6518 6ALV. COIL STRAP G.O. 1 211 H G.O. 211 H 3" W G.O. 2" H 3" W USE (2) AT EACH POST, TOP $ BOTTOM I 5/4"xb" DECKING (4)-I0d NAILS AT EACH END ------------------------------------------ -------------y PERPENDICULAR TO JOISTS CEILING " j (2)-8d THREADED NAILS OR G.O. 4" H 4" H r F.A.I. (2)-No. 8 WOOD 5GREWS AT 4x4 WOOD COLUMN 4 EACH 5UPPORTIN6 MEMBER I [R507.7) UG3B PRESERVATIVE TREATED REST DIRECTLY ON FLOOR BEAM f FLOOR BEAM (SEE PLAN FOR SIZE) I FLOOR JOISTS UG3B PRESERVATIVE TREATED / I (SEE PLAN FOR SIZE) ASSEMBLE WITH TWO ROHS OF IOd NAILS FLUME31 NO RISE D I AORAM TO APPROVED J � UG3B PRESERVATIVE TREATED 16" O.G. ALONG EACH EDGE [R507.5] HOUSE 1RAF, SCALE: NTS I SANITARY SYSTEM GRADE 4x4 HOOD P05TI BASEMENT FLOORI UG3B PRESERVATIVE TREATED z l l --------------------'------------------------------------------------------------------------------------------------------------------------------------------------------------------------------� ((V PB44 HOT-DIPPED 6ALV. LL- POST BASE ANCHOR Lu m W V Lu W to zIV 12"(P x 6-0" HIGH P.G. COLUMN WITH (2)-#4 v Z Vi' Wz VERTICAL REBAR ON - -_1� () Z W 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 fA - REBAR EACH HAY, REBAR 4" ABOVE Q Iv )- t- O Z TYPICAL ROOF R-3q BOTTOM oz � �z ASPHALT ROOF SHINGLES OVER 15# FELT OVER < UA > W d ® LU O " STRUCTURAL PANEL SHEATHING OVER ly J - O 2x10 RAFTERS AT 16" O.G. 7'rF I GAL FORGi� DETAIL (L - m a Q R-3q 6" THICK CLOSED-CELL SPRAY POLYURETHANE FOAM (SPF) Q. O � > Q 'Q j: 135 x 14 LVL STRUCTURAL RIDGE HITH)'" 6YP5UM HALLBOARD OR OTHER THERMAL BARRIER [R316.41 SCALE: NTS O AC y < (SEE ROOF PLAN FOR POST LOCATIONS) OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.6] V/ N 0 Q Q fizli0E TENSION ST AF: 12 WRAP STRAP OVER RAFTER 4 (5) 10-d COMMON NAILS AT EACH END OF STRAP7 8 I I I I 1 1 1 I ' 1 I I I I I I I 2x4 GOLLAR TIE GABLE HALL INSULATION AT 48" O.G. ��+t.L'•a•°�'t^q , (OPTIONAL) CONTINUOUS: R-5 I-INCH RIGID FOAM XPS ` �;" •:F« 11 fE T530G STRAP—TIECAVITY: R-13 2 sPF SEALED ATTIC INDI GTLY GONDITIONED 2" SOLID ACH RAFTER WOOD BLOCKING(BEYOND SECTION) SMOKE d G.O.2X8 GJ AT I6" O.G. j �� DETECTOR IN ATTIC1/4" WIDE 20-OUAC-EALVANIZED STEEL STRAP RAFTER TO STUD : NOTE: ALL DUCTS SHALL BE " EAGH 51DE OF WINDOW AND :``� .•• r ` '� WRAP STRAP OVER RAFTER TYPICAL EXTERIOR HALL R-20 LOCATED IN THE ATTIC, 1/2" GYPSUM 2x4 STUDS AT 16" O.G. INTERIOR SECOND STORY BOARD FIN15H I-O DOOR OPENINGS. INSTALL (4) 8-d COMMON NAILS AT EACH END OF 5TRAP STRAP FROM TOP OF TOP rte_,f:.r ".,*'`^•. (2)-2x4 TOP PLATE;2x4 SOLE PLATE WALL CAVITIES AND SECOND PLATES TO JACK STUD. Q�_IVERED FEES 2 1 2021 ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED (2)-2x8 HEADERS UNLE55 OHERH15E NOTED ON PLAN N FLOOR PLATFORM. MIN. R-6 MINIMUM LENGTH BELOW IAN MANUFAGTURER'5 SPECIFICATION R-15 UNFAGED FIBERGLASS BATT GAVITY INSULATION D DUCT INSULATION IN ATTIC. HEADER = LENGTH ABOVE WHERE RAFTER ALIGNS WITH 5TUD VINYL SIDING OVER HOUSEWRAP OVER R-5, I" XPS INSULATION N z BOTTOM OF HEADER OVER 1/2' STRUCTURAL PANEL SHEATHING G5-W5P < - - < r � Q HALL LAUNDRY BEYOND SECTION (2)-1.75 x 11.875 LVL " O f O � DOUBLE-FRAMED 3/4" 5UBFLOOR = O OLS STAIRWELL (TYP) Q N 0 11.675 TJI-560 FJ AT 16" D.G. R-13 2" CLOSED-CELLO tL o� ,SPF AT RIM JOIST p OV m TYPICAL INTERIOR WALL II 2x4 STUDS AT 16" O.G. I I (2)-1.75 x 11.875 1/2" GYPSUM u� NALL STUD TO NALL STUD : (2)-2x4 TOP PLATE;2x4 SOLE PLATE I I LVL FL HDR BOARD FINISH � ° < d —A STRAP OVER OR UNDER 5HEATHINO Ys" 6YP5UM HALLBOARD ON BOTH 51DE5 (4) 8-d COMMON NAILS AT EACH END OF STRAP o SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 8 Ist FLOOR PLATFORM WOOD FLOORING OVER R-13 2" CLOSET RIM J SPF 2x8 PLAT I I o TEN51 ON STRAW I NO AT RIM JOIST s Q 3/4" PLYWOOD SUBFLOOR - O 2 x 12 FLOOR JOISTS AT 16" O.G. I I '^I �I/�` O 1 Q O CRO55 BRIDGING AT MID5PAN i- AT NALL ALL OPEN I I `05 ^' 1/2" GYPSUM I I HALL PANTRY SCALE: NTS `� -1 Q < Z SILL CONSTRUCTION: BOARD lW 2x6 P.T. (UC3B) SILL ON TERMITE SHIELD FIN15H I I UC z ON SILL SEAL WITH I/2 ANCHOR BOLTS I (SEE TYPICAL WALL DETAIL) FINISHED FLOOR� STAIRS I— A-� ~ OL IL r 0 (3)-1.75 x 11.875I IO STUD TO 51 LLLT LVL GIRDER 1/2" 6YPSUM FINISHED GRADE V wNRAP FINISH GRADE J BOARD FINISH STRAP UNDER SILL PLATE PER CODE SLOPE 6 IN 10 MIN. AWAY FROM BUILDING (4)-3/8" LA6 5CREW5 0 1L (6) &-d COMMON NAILS AT EACH END OF STRAP o BASEMENT O w Lu SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 8 2x8 PLAT (INDIRECTLY CONDITIONED) 1L o FULL HEIGHT R-11 BLANKET WALL r '9 INSULATION AS MANUFACTURED BY tO 'O a' r• °• •. a Q 6ERTAINTEED CORP. A5TM E84 MAX. O 1/2" OYP5UM N FLAME SPREAD INDEX `; 25 BOARD i MAX. SMOKE DEVELOPED INDEX 50 FIN15H m 4 P.G. FLOOR SLAB TOP OF BASEMENT SLAB DATE: FEBRUARY 2021 48" x 48" x 14" DEEP SECTIONS S 8" POURED CONCRETE FOUNDATION STEM WALL P.G. FOOTING DETAILS UPON 16" x 8" Ht CONTINUOUS P.G. FOOTING W#5 REBAR AT 8" ON-CENTER E.W. H I O H-lel I ND UPLIFT 5T AFF I NO MINIMUM 3'-O" BELOW GRADE SCALE: NTS D INC NUMBER S�GTION � NOTE: ALL METAL STRAPPING SHALL BE 1 1/4" x 20 GAGE (SIMPSON 0520 COILED STRAP). SCALE: 1/4" = I ft A ==7 STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RESIDENTIAL GODS OF NEW YORK STATE RIOI.I UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and Building Code - 19 NYC,�� TABLE R301.2(l) and publications Incorporated by reference therein. ZO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA R1052 BUILDING PERMIT. A building permit shall be issued by the H WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN STANDARD: 2020 RGNYS Town prior to the start of work. A copy of the bvilding permit 0 GROUND SEISMIC WINTER ICE BARRIER AIR MEAN FLOOD ULTIMATE DESIGN WIND SPEED: OBTAINED FROM and approved construction documents shall be kept on-site until project completion. SNOW DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL htt s:/Mazards.atcovncll.or FOR THE PROJECT LOCATION: p p Speed Topographic Special wind Windborne HAZARDS https://hozorcls.otc.ovn(�.1l.org N LOAD (mph) effects region debris zone CATEGORY Weathering depth Termite TEMP REQUIRED INDEX TEMP N 41.0031° W '72.5665° THI5 NEW RESIDENTIAL STRUCTURE UTILIZES RI06.3 DESIGN PROFE55IONAL: A Certificate of Authorization is z WIND DE51ON 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE PRE-ENGINEERED WOOD CONSTRUCTION filed with The State Education Department entitling D'Amoro v 20 psf 127 None No No B Severe 36" M to H 15 OF Yes None 599°F-DAYS 51.0° F R301.2(5)B FOR FLOOR FRAMING AND ROOF FRAMING. Engineering and 5vrveying, P.G. ("Designer") to provide professional engineering services. However, the Designer has MANUAL J DESIGN CRITERIA- Central Islip MEAN ROOF HEIGHT 15 NOT GREATER THAN 30 FEET [TABLETHE OWNER SHALL NOTIFY THE TOWN AND not been retained to provide construction engineering, 4 R301.2(3)] AFFIX THI5 SIGN IN ACCORDANCE WITH supervision nor Inspection,and therefore Is not responsible Winter Summer Altitude correction Indoor design Design temperature Heating temperature for work performance of the builder. The builder shall Q EXPOSURE CATEGORY: EXPOSURE B � ,,,, TITLE la NYGRR PART 1265. Elevation Latitude Immediately notify Designer, in writing, if there Is any UJ heating cooling factor temperature cooling difference COMPONENT AND CLADDING LOADS [TABLE 8301.2(2)] DO NOT discrepancy found between field conditions and plan 70 ft 41° North 150 99% outdoor DB 850 1% outdoor DB 0.997 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE 8301.2(3)] dimensions,especially with regard to existing construction. N MAIN ROOF UPLIFT CONNECTION FORGE = 200 plf (28'-0" roof R3012.1 WIND DESIGN: In accordance with Figure, R3012(5)B,wind - Cooling temperature Wind velocity Wind velocity Coincident Winter Summer - 9 N Daily range span, 140 mph, pitch greater than 5:12) [TABLE 8802.111 design is not required. This building Is designed in p difference heating cooling wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 140 plf accordance with the wind provisions of the 2020 RGNY5. 10°F T_ 15 mph 7.5 mph 72°F Medium 16°F to 25°F N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 80 plf 83012.12 PROTECTION OF OPENINGS: This building In not located D UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP In a Windborne Debris Region. tV OF ALL BRACED WALL PANELS [R602.3.5]. R301.2.4 FLOODPLAIN: This building Is not located In a flood hazard area. R301.5 LIVE LOADS: Minimum uniformly distributed live loads= 11Lz1 J�I-J Attics without storage 10 psf,Attics with storage 20 psf, O Balconies d decks 40 psf,Rooms other than sleeping rooms 40 psf,Sleeping rooms 30 psf, Stairs 40 psf TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) R301b ROOF LOAD= Roof Design Load Is based on the greater of the Ground Snow Load (20 psf,applied per ASCE-71) and NUMBER AND TYPE NUMBER AND TYPE SPACING` OF FASTENERS projected roof live load per Table R30116. span table ITEM DESCRIPTION OF BUILDING ELEMENTS a,b,� SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS7- a b SPACING AND LOCATION NOMINAL MATERIAL a h design corresponds the psf ground snow load column to OF FASTENER OF FASTENER THICKNESS DESCRIPTION OF FASTENER AND LENGTH Edges Intermediate account for unbalanced cd load conditions. Roof Floor (inches) support (inches) (inches) R301.5 NOMINAL SIZES: Dressed lumber dimensions specified on Ions are nominal sizes. En 4-8d box(2 Y2""x 0.113");or 4-8d box(2%"x 0.113"); or (inches) these P gineered wood dimensions 3-8d common(2 2" x 0.131")• or 3-8d common(2%"x 0.131")• or Wood structural panels,subfloor,roofs and wall sheathing to framing and particleboard wall sheathing to framing (LVL,PSL, I joists, glu-lams,etc) are actual dimensions. 1 Blocking between ceiling joists or rafters to top plate 3-1 Od box(3"x 0.128"); or Toe nail 21 Joist to sill,top plate or girder 3-10d box(3"x 0.128")• or Toe nail Staple 15 ga. 1 4 4 g 8302.1 FIRE-RESISTANT EXTERIOR WALLS: All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131"nails 1 1/ projections shall be located at least 5 feet from lot lines and Up to 0.097-0.099 Nail 2 3 6 are not fire-resistance rated. 4-8d box(2 2" x 0.113"); or 8d box(2 2" x 0.113") 4"o.c. toe nail Staple 16 ga. I 3/ 3 6 R302A FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common(2 72" x 0.131"); or Rim joist,band joist or blocking to sill or top plate 8d common (2Y2"x 0.131"); or 0.113 Nail 2 3 6 WALL5 AND CEILINGS: Gypsum wallboard Is a Glass A finish 2 Ceiling joists to top plate Per Joist,toe nail 22 roof applications also 19 s Staple 15 and 16 a 2 having a F51 = 15 (req'd max. 200) and a SDI = O (req'd max. 3-1 Od box(3"x 0.128");or ( pp ) l Od box(3 x 0.128 ),or 6 o.c.toe nail /2 and/ p g • 4 8 450);and compiles with Code. 3-3"x 0.131" nails 3"x 0.131"nails 0.097-0.099 Nail 2% 4 8 R302.I0 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter, laps over 4-1Od box(3"x 0.128");or 3-8d box(2 2"x 0.113"); or Staple 14 ga. 2 4 8 INSULATION. Exposed Insulation that Is not installed In 3 partitions [see Sections R802.3.1'R802.3.2 and Table 3-16d common(3 2"x 0.162")• or Face nail 2-8d common (2 2"x 0.131")• or Staple 15 ga. 1 %4 3 6 concealed spaces having substantial contact with cavity 23 1"x 6" subfloor or less to each joist ° Face nail 2%2 and 4 surfaces shall have a F51 s 25 and a SDI ; 450. See plans 8802.5.1(9)] 4-3„x 0.131 ) 3-lOd box(3„x 0.128„),or 0.097-0.099 Nail 2 4 4 8 for exposed Insulation values. 1 4" long 16 ga. Stale 16 V crown, , a Ceiling joist attached to parallel rafter(heel joint) 2 staples, p g • 2 4 8 8302.11 FIRE BLOCKING: Use approved material to fireblock 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail 3-16d box(3%2'x 0.135"); or Staple 14 ga. 2 4 4 8 around all penetrations of the floor and ceilingg planes, and R802.5.1(9)] 24 2 subfloor to joist or girder 1 „ Blind and face nail 5 2-16d common 3 / x 0.162 i where otherwise specified by the 2020 RGNY . ( ) 0.113 Nail / 3 6 4-1Od box(3"x 0.128");or 3-16d box(3 2"x 0.135"); or 1 Staple 15 ga. 2% 4 8 8302.12 DRAFTSTOPPING: Not needed for his project. 5 Collar tie to rafter, face;nail or 1 %4"x 20 ga ridge strap 3-10d common(3"x 0.148"); or Face nail each rafter 25 2 planks(plank&beam- floor&roof) 2-16d common(3 2"x 0.162 At each bearing,face nail 0.097-0.099 Nail/ 4 $ 8302.13 FIRE PROTECTION OF FLOORS= Not needed for this to rafter 4-3"x 0.131") 1 „ „ , � project under Exception 4. 3-16d common(3 /2 x 0.162 ),or SPACING O FASTENERS 4-1Od box 3"x 0.128" • or NOMINAL MATERIAL a b 8302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed � „ „ , ( )� DESCRIPTION • OF FASTENER AND LENGTH 3-16d box(3/ x 0.135 ), or 2 toe nails on one side and l toe 26 Band or rim joist to joist ,: ,: End nail THICKNESS Edges Body of aneld luminaires shall be IG-rated I/AM NI102.4.5 with separation 3-lOd common(3"x 0.148"); or 4-3 x 0.131 nails; or (inches) (inches) g Y p from Insulation per listing. Z 6 Rafter or roof truss to plate pp 4-3 x 14 ga. staples, /6 crown ) inches inches - nail on opposite side of each rafter �� (inches) (inches) 4-10d box(3"x 0.128");Or Or truss' R30b.4 HAZARDOUS&LAZING LOCATIONS. Tempered glass or 4-3"x 0.131"nails 'or Nail each layer as follows: 32"o.c. Floor underlayment; pl3r<vood-hardboard-particleboard f-fiber-eementh other approved safety glazing material shall be Installed in F O 20d common(4"x 0.192")' and adjacent to door panels;within 60 Inches of wet surfaces; LU at top and bottom and staggered. Fiber-cement and at locations where shown on the Tans. tin z 4-16d box(3 2" x 0.135");or p LU ► " IOd box 3"x 0.128" or 24"o.c. face nail at to and bottom 3d corrosion-resistant ringshank nails Z 3-1 Od common(3 x 0.148 ), or Toe nail ( )' p 3 6 ��•1 GARAGE FLOOR SURFACE: Garage floor shall be 5-Inch �:: Z Z Q� dJ �a 4-10d box(3"x 0.128");or 3"x 0.131"nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-inch per foot toward vehicle -1 W Roof rafters to ridge,valley or hip rafters; or roof rafter di 4-3"x 0.131"nails 27 Built-up girders and beams,2-inch lumber layers entry doorway. Q t n \ Q= t- 0 Z 7 And: Staple 18 ga., %long,4 crown v 1-- 0 � r O� finished flooring other than the 3 6 R310 EMERGENCY ESCAPE AND RESCUE OPENIN65: It is the 0 dJ z to minimum 2"ridge beam 2-20d common(4"x 0.192");or i ( g ) builder's responsibility to verify that window units supplied Z 0-z 1- 0 3-16d box(3 2 x 0.135"); or „ „ Face nail at ends and at each splice / P y y upp by Q cq W 1� 3-1 Od box(3 x 0.128"); or 1 %ion x .]21 shank x .375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for tL L l AC tu ® O 2-16d common(3 72 x 0.162 ),or End nail :: :: g 8 8 emergency escape, and rescue openings where required. u� 4-1 �0 ly 3-3 x 0.131 nails (galvanized or stainless steel roofing nails for tile finish g y pq 4 m lY 3-lOd box(3"x 0.128"); or (g ) g ( ) Q �- d 3-3"x 0.131"nailsR311.'1 STAIRWAYS: Interior stairways shall be re-assembled A- O } 4-16d box(3 2"x 0.135");or 1 long,No. 8 x .375 head diameter,ribbed wafer-head screws 8 8 wood units. The maximum riser height shall be 8-1/4 Inches and ry p Q 4 Wall for the finish 28 Ledger strip supporting joists or rafters 3-16d common(3 2"x 0.162");or At each joist or rafter,face nail ( ) the minimum tread depth shall be Inches,plus nosing where z La � g P pp g J „ „ . J required. Provide handrails per Code. d 16d common(3 2"x 0.162") 24"o.c. face nail 4-1 Od box(3 x 0.128 ), or Plywood � 8 Stud to stud(not at braced wall panels) l Od box(3"x 0.128");or4-3"x 0.131"nails 14 ring or screw shank nail-minimum R312.1 GUARDS: Walking surfaces more than 30 inches above Z 16 o.c. face nail 12/ga. (0.099 shank diameter 3 6 grade, and steps leading thereto, shall have guards that 3" x 0.131"nails 2-1Od box 3"x 0.128" • or 2-8d common i " ( )� and%6 ) conform to Code. .X 29 Bridging or blocking to joist 1 „ „ • Each end,toe nail 'tel\ 1 „ „ . (2/ x 0.131 ), or 2-3 x 0.131 nails Staple 18 ga. 3/,%6 crown width 2 5 16d box(3/ x 0.135 ) or „ 8312 2 WINDOW FALL PROTECTION: Windows with sills less than Stud to stud and abutting studs at intersecting wall 12 o.c. face nail 9 corners(at braced wall panels) 3"x 0.131"nails SPACING OF FASTENERS 1 s is 1 14 ring or screw shank nail-minimum a 24" above finished floor and greater than 72" above grade /2, /, /2 and/ 6 8 shall be protected per Code. 16d common(3 2"x 0.162") 16"o.c. face nail TEM DESCRIPTION NUMBER AND a h e Edges Intermediate 12Y2 ga. (0.099")shank diameter 16d common(3 y2"x 0.162") 16" o.c.each edge face nail OF BUILDING ELEMENTS TYPE OF FASTENER ° ° g h supports`,' 12 ring or screw shank nail-minimum 8314 SMOKE ALARMS AND HEAT DETECTION: Interconnected ,.,..,•,►.«, 10 Built-up header(2"to 2"header with 2" spacer) (inches) inches 19/2 % 2%2 and 4 1 a 0.099" shank diameter 3 6 smoke alarms,carbon monoxide alarms,and heat detection 16d box(3%2'x 0.135") 12" o.c.each edge face nail (inches) 12/g • ( ) alarms shall be Installed at all locations shown on the plans. Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 a 12 6 8 5-8d box(2 2 x 0.113 ),or p � � g g p g g p g •� 8315 CARBON MONOXIDE ALARMS: Install at all locations ;':P.,�R c •;,••,� l ��.�'''`� 11 Continuous header to stud4-8d common(2 2"x 0.131");or Toe nail [see Table R602.3(3) for wood structural panel exterior wall sheathing to wall framing] Hardboardf specified on the plans. 4-1 Od box(3"x 0.128") 30 �� 6d common 2"lx 0.113" nail 1 Z lop ring-grooved underla underlayment nail 6 6 8317 WOOD DECAY PROTECTION: Lumber s ecifled in the plans i-• +��' t ,U; ( ) 6 12' gY p P 16d common 3 2"x 0.162" 16"o.c. face nail (subfloor,wall) 0.200 4d cement-coated sinker nail 6 6 as pressure preservative- treated (P.T) shall be In '.�".�•�°I."{ :1. .;;,:7., ,•x'- t x ( ) accordance with AWPA UI for the Intended use and location. 12 Top plate to top plate 31 I 32" - 1" 8d common nail(2Y2"x 0.131" 6 12f Staple 18 a %long(plastic coated) 3 6 Fasteners shall be hot-dipped galvanized steel,stainless I Od box 3"x 0.128" or 1 , - ( ( ) �) p Particleboard steel,silica pp greater „ ( „ ) 12 o.c. face nail steel silicon bronze, copper or I/2 diameter ori 3 x 0.131 nails l Od common 3 x 0.148 nail; or 6 12 :. ..-..M� 32 1/ 11/4 8d 2 2"x 0.131" deformed nail 4 ( ) 1 4d ring-grooved underlayment nail 3 6 8401.4.1 6EOTEGHNIGAL: Footings and foundations shall rest on 1 „ Other wall sheathings /a Staple 18 ga., Y8 long,%6 crown 3 6 undisturbed soil with a minimum load-bearing value of 2,000 �]VERED FED 2 l 2021 8-16d common(3 x 0.162 );or Face nail on each side of end joint 1 „ psf. Visually graded soils that have this load-bearing value 12-16d box(3%2' x 0.135");or1 „ 1/ galvanized roofing nail, /6 head 3 6 3g 6d ring-grooved underlayment nail 6 10 Include &W t GP-gravel and sandy gravel;GM 4 &G-silty and 13 Double top plate splice: ( ) (minimumachid lap splice length 33 / structural cellulosic fiberboard sheathing diameter,or V crown staple 16 ga., 1 %4" long Staple 16 ga., 1 %long,%crown 3 6 ch ey gravel;5W Q 5P-sand and gravely sand;5M s 5G-silty 12-lOd box 3"x 0.128" ;or , each side of end joint) ` 12-3"x 0.131"nails 3 �: � :: an clayey sand. Unsuitable subsoil material encountered O 1 /a galvanized roofing nail, /6 head 1 2 6d ring-grooved underlayment nail 6 10 dvrl excavation shall be excavated and replaced In-situ O O 34 2%2" structural cellulosic fiberboard sheathing diameter,or V crown staple 16 a. 1 4" long 3 6 �' s s s with /4" crushed stone to a minimum depth of 8 Inches or ROBE. P g g Staple 16 ga., 1 /long, /crown 3 6 P 16d common(3 2"x 0.162") 16"o.c. face nail t „ d I Y galvanized roofing nail; staple galvanized R402.2 GONGRETE: Basement walls, foundation walls, exterior 0 tt Bottom plate to joist,rim joist,band joist or 35 /2 gypsum sheathing „ i „ 7 7 walls and other vertical concrete work exposed to the 0 1� „ . 12 long; 1 / screws,Type W or S For SI: 1 inch=25.4 mm. 'r - N 14 g( panels) 16d box 31/2 x 0.135 , or 12"o.c. face nail weather shall be air entrained stone concrete with a minimum IL blocking not at braced wall anels ( ) 3 „ compressive strength of f o-3,000 psi at 2b days. Porches, t- 3 i 3"x 0.131"nails s „ d 1 /4 galvanized roofing nail; staple galvanized, P 9 P y • O 0 - 36 / gypsum sheathing s :: s :: 7 7 a. Nail is a general description and shall be permitted to be T-head modified round head or round head. carport slabs and steps exposed to the weather,and garage (� m 3-16d box 3 2"x 0.135" •or 3 each 16"o.c. face nail 1 / long; 1 / screws,Type W or S g p P floor slabs shall be air entrained stone concrete with o Bottom plate to joist,rim joist,band joist or ( )� b. Staples shall have a minimum crown width of%6-inch on diameter except as noted. minimum compressive strength of Pc=3,500 sI at 2b cloys. 15 2-16d common(2 2"x 0.162");or 2 each 16"o.c. face nail Wood structural panels,combination subfloor underlayment to framing p P P 9 p y 0 blocking(at braced wall panel) c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. 4-3 x 0.131 nails 4 each 16 o.c. face nail 6d deformed(2 x 0.120 )nail; or R405.1.4.1 FROST PROTECTION: Exterior footings and foundations 6 12 Nails or staples shall be spaced at not more than 12 inches On center at intermediate supports for floors. systems shall extend below the frost line, a to a minimum 0�L 37 %4" and less i „ „ i. ., 8d common(2/ x 0.131 )nail d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 3'-0" below finished grade. � 0 v _ 4-8d box(2 2"x 0.113");or 1 3-16d box 3 2"x 0.135" or „ _ 8d common(2 2"x 0.131")nail;or e. For 5-ply panels, intermediate nails shall be spaced not more than 12 inches on center each way. f- �p P } ( ); 38 / 1 „ 6 12 R404.1.'1 BACKFILL: Backfill shall not be placed against - 0- a � Z CQ Toe nail 8d deformed(21/2 x 0.120 )nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minimum of-1 days. Brace to < 0 4-8d common(2 2"x 0.131");or y • p i � �••-4-1 Od box(3"x 0.128");or l Od common(3"x 0.148")nail;or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speer is less than and bottom of wall during backfill placement. Z 00 39 1 g" - 14" 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using to 0 4-3"x 0.131" nails 8d deformed(2 2 x 0.120 )nail 8502.1 WOOD FLOOR FRAMING: Load bearing dimension lumber 0 16 Top or bottom plate to stud the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer N 1 Q 3-16d box(3 2"x 0.135")•or h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336,Category C. lumber (LVL) shall have a minimum Fb=3,100 psi and modulusW k) < Z 2-16d common(3 2"x 0.162");or End nail For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. E=2.0 x 10^6. tuZ 3-1Od box(3"x 0.128"); or 8602 WOOD WALL FRAMING: Load bearing dimension lumber shall Q V 3-3"x 0.131"nails a. Nails are smooth-common,box or defortned shanks except where otherwise stated. Nails used for framing and be Douglas fir-larch No. 2 or better. Studs shall be a minimum �-- OL - sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL No. 3,standard or stud grade lumber. X < 3 l Od box(3"x 0.128"); or a OL 0.192 inch(20d common nail),90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch,and 100 a,b,c „ WALL SHEATHING USED TO RESIST WIND PRESSURES R7o2.3 GYPSUM BOARD: All Interior walls to be covered with)� � 17 Top plates,laps at copiers and intersections 2-16d common(3 2"x 0.162"); or Face nail ksi for shank diameters of 0.142 inch or less, gypsum board;taped, sparkled and painted;unless otherwise tf1 tV 3-3"x 0.131"nails � noted on plans. b. Staples are 16 gage wire and have a minimum 16-inch on diameter crown width. MINIMUM PANEL NAIL ULTIMATE DESIGN V 3-8d box(2 2 x 0.113 ), or p pp p g MINIMUM WOOD MAXIMUM WIND SPEED V R-103.3 SIDING: Exterior wall coveringshall be vinyl side tested Y u-- �� • c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or greater. MINIMUM NAIL NOMINAL ntr y n9 �� 0 2-8d common(2%2"x 0.131")• or d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. STRUCTURAL PANEL WALL STUD SPACING (mph) by the manufacturer for use In high-wind regions and installed 0 W with fasteners In strict accordance with the manufacturer s 18 1"brace to each stud and late „ „ . Face nail PANEL SPAN SPACING !L= p 2-10d box(3 x 0.128");or c. Spacing of fasteners not included in this table shall be based on Table R602.3(2). Penetration THICKNESS Edges Field Wind exposure category Instructions for higgh-wind regions. Use stainless steel nails for 1L F- f. For wood structural panel roof sheathing attached to able end roof framing and to intermediate supports within 48 Size RATING (inches) g p g fasteningvinyl siding on buildings located within 3,000 feet of 0 2 staples 1 4" p g g g pp inches (inches) inches o.c. inches o.c. y g g �f � p (inches) (• ) (• ) B C D the ocean Zine. inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less m 3-8d box(2 2"x 0.113");or than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but 6d Common 15 24/0 % 16 6 12 140 115 110 be Rb02.1 WOOD ROOF FRAMING: Load bearing dimension lumber 0 3"x 0.128"), or O 2-8d common(2 2 . " x 0.131");or less than 140 mph. (2.0"x 0.113") for rafters,trusses,roof beams and telling joists shall 19 1"x 6" sheathing to each bearing 2-10d box • Face nail Douglas fir-larch No. 2 or better. ( g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Common � 16 6 12 170 140 135 2 staples, 1"crown, 16 ga., 13/4" long sheathing shall conform to ASTM C 208. (2.5"x 0.131" 1.75 24/16 16 8806 ROOF VENTILATION: Soffit vents shall be provided with a 24 6 12 140 115 110 minimum net free ventilatin area of h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and requires' vented space within the soffit. Attic is vonvent d.ea of the DATE: FEBRUARY 2021 3-8d box(2,V2"x 0.113"); or blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges P 1� g P Y p g gp g pp p g 3-8d common(2 72"x 0.131");or supported b framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular t) For SI: 1 inch=25.4 mm, 1 mile per hour=0.447 m/s. RaO52 ASPHALT SHINGLES: Asphalt stripshingle wrappers shall pp Y g q g g gl? g p iP 3-10d box(3"x 0.128"); orbe labeled to Indicate comp lance wi A5TM D-1158 Glass 6 the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall b� NOTES 3 staples, V crown, 16 ga., 1 %4" long supported by framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 acco,or rdanceTwith he IClass man fa turand er''s Instructions fastened achieve p p pp pypY g P 20 1"x 8"and wider sheai:hin to each bearing Face nail i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails or inches on center shall be applied with panel strength axis perpendicular to supports. that rating. Use a minimum of six nails per strip shingle. Use g g Wider than 1 x 8 b. Table is based on wind pressures actin toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 3,000 feet of 4-8d box(2 2"x 0.113");or one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on p g Y g .saltwater the opposite side of the rafter shall not be required. Lateral bracing requirements shall be in accordance with Section R602.10. DRAWING NUMBER 3-8d common(2Y2"x 0.131"); or j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. c. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 RIO06.2 AIR SUPPLY: All combustion air for factory-built 3-10d box(3"x 0.128");or span rating. Plywood siding rated 16 o.e. or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be provided from the exterior of the dwelling 4 staples, V crown, 16 ga., 13/4" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. in accordance with the UL listing. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING Load bearing or braced/shear wall JOIST DETAILS Plate nail-16d(0.135"x 3Y2")at above(must stack over wall beow) 12"on-center Load bearing or braced/shear wall above Plate nail, 16d 0.135"x 3 Y2") Plate nail, 16d(0.135 x 3 Y2") 7 Blocking panel: 1Ys"TJ®Rim Board, 1 (must stack over wall below when present) ALLOWABLE HOLES - TJI® J o i Sts ( When sheathing thickness exceeds/", 2x stud wall at Floor panel nail- 9 P at 16"on-center at 16"on-center - 1 ® ®• No load bearing Z trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2/2")at 6' on-center Y4'TimberStrand LSL or TJI joist. Blocking panel: Web Stiffener wall above Min.distance from Table A Min.distance from Table B 1)z"hole may be cut Q 11/s"TJ®Rim Board,1 a" required on both Plate nail-16d(0.135"x 3Yz") Web stiffeners required on 2x4 minimum Web stiffeners Blocking panel: Do NOT anywhere In web out- 117- T TimberStrandD LSL or at 16"on-center* 1Y"TJI'Rim Board, side of hatched zone sides at A2W ONLY both sides at A3.4W ONLY squash blocks required each side cut or notch flange. TJ Is joist Floor panel nail- Sheathing q q 8d 0.131"x 2Y" at 6"on-center* boundary nails, at B3W ONLY or TimberStrand® LSL ( ) 1 1 or TJI joist 8d(0.131"x 2/2")a 1/4"TimberStrands O ••3 E:3O N Web Stiffeners required 4"on-center LSL rim board. %s Web stiffeners 6" 6" Z Rim-to-joist � required on both O nail each side at A3._W se sides of both joist 6^ L, 2 x D, D, Closet rou ed round L 2 x L D 'J Toe nail-10d(0.131" 1 y r P z z z 6" s" 1/s"TJ Rim Board A3/A3W 9 holes are permitted if OC Toe nail, Toe nail, • , 1 ® ( When sheathing x 3")at 6"on-center ends at B4W ONLY No nerd cur minimum P minimum No field cut Do not cur O I Od(0.131"x 3") 10d(0.131 x 3") TJI®rim joist only)or thickness exceeds 7/", 12„ Web stiffeners required DO NOT holes rn (applies to all holes the group perimeter holes In holes larger min. End of joists at hatched meets requirements for hatched + IL at 6"on center at 6"on-center 11/4"TimberStrande LSL, trim sheathing tongue 3 „ on both sides at B1 W cut holes in cantilever except knockouts) q than 1/-!n For rim board thicker than 1/4 centerline :ones round or square holes. zones cantilever J Attach TJI Joist to rim board with one 10d 0.128"x 3" of su ort reinforcement. q TJI®rim joist at nm board and 82W ONLY Web stiffener Toe nail-10d(0.131"x 3") - ( ) PP � Table A - End Support Ul required on both Must have 13/4"minimum at 6"on-center* Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels may be required pp O se sides at Al W ONLY joist bearing at ends. Attach * support all panel edges -Connect cornerwith four 10d(0.128"x 3")nails.Toe B2 B2W Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from ed a of hole to inside face of nearest end su ort Z8(99 Obelow O O A3.3 nail from side of parallel closure into rim board, walls above or -see detail B1 below-see detail B1 ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE - rim joist per A3 detail. A3.4 t �k Jolsr rJl®For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 A3.3 For additional installation specifications see Rim Board O DEPTH p•• 3" 4" 5" sY" 7" 6'/e 11" 13 z' 3 a' S" sY" 7" E'/e" 1t" t3' O O O O y Nail through 2x cantilever,wood backer and O Details and Installation in Weyerhaeuser Installation Guide 110 1'-0" V. z'-o" 3'-0" 5'-0" 1•-0^ 1'-s" z'-s" 3'-s" a'-s" (V 1%i T it Rim Board or 1%"TimberStrand® LSL. Blocking TJI®joist web with 2 rows 10d(0.148"x 3") 210 1'-0" 1•-6" 2'-s" 3'•0" 5'-s" 1'-0^ 7-0~ 2'-6~ a'-o" 5'-0^ < r Weyerhaeuser Installation Guide for f=loor and Roof Framing,TJ-9001. for Floor and Roof Framing,TJ 9001. Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 9�" 230 1'-6" 2'-0" 7-6" T-s" 5'-6" 1'-0" 2'•0" T-0" 4'•6•' 5'-0" - top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3Y2")nails with 3%"TJI 360 1•-6" 2'-0" 3'-0" a'-o" s'-o" 1'-s^ z'-s" 3-6" 5'-0" s'•6" I with connections equivalent to floor panel joist flange widths. 560 r-s^ 2'-6" T-s" 5'-0' r-o•' 7-0" 3•-0" 4'-0' 5'-6" 6'-0" schedule. 110 r-o^ r-o^ r-s" r-o" r-s^ 3'-0^ s'-s^ r-o^ r-s^ 2'-0^ 7-6^ a'-s^ s-o~ s'-o" # 6'-0"length of TJI®joist 8"diameter maximum hole for 11 8"- 1%"TJ®Rim Board 1%"TimberStrand 210 r-o^ r-s" r-o•' z'-o" 3'-0~ 3'-s° s'-o^ r-o~ r-s^ 2'-6" 3'-0" s'-o^ s-s" s'-s^ _ reinforcement and filler 16"deep blocking panels;6"diameter 4'-0"length of 8"diameter maximum hole for 117/"- block.Use 4'-0"length maximum for blocking panels 9Y2"deep LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist It%" 230 T-0" 1'-6" 2'-0" 2•-6" T-0" T-6" s'-6" 1'-0" 7-0" 2'-6" T-6'• 5•-s" 5'-6" 7'-0^ 1 LU 3/' reinforcement On , 7 " ® one each at top and bottom flange. " 2%") 360 1'-6" 2'-0" 3'-0" 3'-6" 4'-6" 5'-0" T-0" 1'-6" 2's" 3'-6" 4'-6" 6'-6" 6'-6" T-6" 16"deep blocking panels;6"diameter with 9/z and 11/8 TJI or shorter than 12"long. with one 8d(0.131 x 560 1'-6" 2'-6" T-0" 4'-0" 5'-6" 6'-0" 8'•0" 2'-6" 3•-6" 4'-6" 5'-6" T-0" T-6" 8•-0" 8"diameter maximum hole for 11 one side at E2,both � joists. Do not cut flanges. Attach reinforcement to joist nail at each corner F1 applies to maximum for blocking panels 9/2" j 110 1'-0~ 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" T-0" 5'-6" 1'-0" 1•-0" 1'-6" 2'-0" T-6" 4'-0" 6'-0" 8'-0" Web stiffene^s 7/8"-16"deep blocking panels;6" sides at E3 deep or shorter than 12"long. with one 8d(0.131"x 2Y2") Horizontal blocking � loaded zto r-o^ r-o° r-o^ r-s° r-o^ z'-6^ 3'-s° 6'-0^ r-o^ r-o" z'-o^ 2'-s" a'-o^ a'-s" s'-s° s'-s" Load from above required on both diameter maximum for blocking Do not cut flanges. 1Ya"TJ®Rim Board 1Ya" nail at each comer panels between each a ed jo sts 14'• 230 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" 2'-6" 4'-0^ T-0" 1'-0" 1'-0" 2'-0" T-0" 4'-0" s'-o" 7'-0" 9'-o" sides at E1 W ONLY panels 9/2"deep or shorter than TimberStrand®LSL.Nail with joist.Nail to top plate with • only. 360 1'-0" 1'-0" 1•-6^ 2'-6' T-6" 4'-0" 5'-6^ 6'-0" 1'-0" 1'-6" z'•6" 4'•0" s'-o" \ 12"long. ; 10d(0.131"x 3")nails,one 12"length of 3/4" connections equivalent to Wood R �d` 560 r-o" r-o° r-o" 3'-0" 4'-6" 5'-0" s'-6" 9'-0" r-6" T-0" 4'-0" 5'-0" T-0° r-s" s'-o" 10'-0° Ye„� Do not cut flanges. 1Y"TJ®Rim Board or 1Ya" each at top and bottom flange. reinforcement on floor panel schedule. backer a�`��e� ��`1� z10 ,'-°^ r-°" r•o" r-o" 1'-°^ r-s" 2'-s" 3•-6" 6'-0" VA 1'-0" r-o^ 2'-0^ T-0" 3'-s" 6'-6" 8'-°" 1 r-o" O TimberStrand® LSL.Nail with one side at E5, 12"length of 3/4" ti�R`e ee Ge's-\oad5o L16- iso r-o° r o r-o� 1=0° 2'.6" z-s" a'-s" s=s s'o" r-o° r-o~ 1'-s" 3'-0" 5'-0" s=s° s'-o~ 10'-0" 11=6N --1 10d(0.131"x 3")nails,one Attach reinforcement to both sides at E6 at 1 1� e� et(` each at top and bottom flange. joist web with 3 rows Full depth vertical reinforcement on one side a�t�� tir ego 560 11 0" 1'-0" 1-0^ r-o~ z'-s" 3'-0^ 5'-0^ 7'-6" 10-0^ r-o^ 7-0^ 3'-0° a'-s~ s'-6^ r-o^ 10-0" 1r-o^ 12'-0" blocking between ET both sides at E8 F1 0 �e�° l� 10d(0.148"x 3")nails at 6" 9 a~ s" s•• r• s" 10" 1z•' 1s" 1r• a- s•• s" r• a" 10" 12" 1s" 17" - Attach reinforcement on-center,clinched.Use 2 each joist 360 1'-0" 1'-0" 1'-0" 1'-0" 7-0" 4'-0" 5'-6" 10'-0" 1'-0" 1'-6" T-0" 4'-6" 6'-0" 10'-0" 11'-0" 13'-6" 2x4 minimum j ' g ' `L R` rows with 9 a 7 " E7 E8 Less than 5" 1a" t0 OISt flan e with 1/2" nd 11/8 Less than 5" 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-6" 7'0" 11'-0" 2'-0" 3'-s" 5'-0" 6'-6" 8'-0" 11'-0' 12'-0" 14'-6" squash blocks p 8d(0.131"x 21/2")nails at 6" tae' TJI®joists. 360 1'-0" r-o° r-o° r-o" r-o" r-o° a'-o" 7'-0° 10'-6" r-o" r-o" r-s" 3'-0° a'-s~ &-0-111--6-11,'-0" O O Gap*: WEB STIFFENER ATTACHMENT 20 56o r-o° r-o" v-o° r-0" r•0" r-0" 4'-6" r-s~ 3-s~ s'-o" 1Ya"TJ®Rim Board or on-center.When reinforcing E5 E6 /-� CS Use 2x4 minimum squash blocrks to 1Ya"TimberStrand® LSL. Face grain oaf both sides,stagger nails. Y"minimum transfer load around TJI®joist E1 E 1 W Nail with 10d(0.131"x 3") E2 E3 horizontal E4 Not for use with 3%2"TJI®joist flange widths 1'. 23/"maximum Table distance om edge of hole oe or f ns de aver Support e op nearest est intermediate or cantilever su ort O O nails,one each at top and O O (1Y"for TJI® Nailing: Pp Option#1: 560,5600 See sizes below. ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE bottom flange. ) Joisr rJl� EXTERIOR DECK ATTACHMENT Appy TJI®joist blocking with end DEPTH I subf/oor J g � Web stiffener both sides. 2•• 3" a" 5'• sY•• 7" s%" 1r• 13" 2•' 3•' a" s' s>4•' 7" a%•' 11" 13" adhesive to all blocks installed at Y,joist-span See sizes below. *With point load from above,and no support 110 T-0" T-6" T-s" 4'-6" T-6" 1•-6" 2'-6" T-6" 5'-6" 6'-6" Flush bearing plate required. Structural exterior sheathing locations using p pp Hanger height must Double TJI®Joist Filler Block: Hanger Backer Block: Install tight Maximum 1/a"overhang contact surfaces below,instar web stiffener tight to top flange s�• 210 2'-0" T-s" 3•-6" 5'-0" 8'-0" 2'-0" T-0" a'-o" s'-6" r-6" T-6- be a minimum of so% Attach per the table.Clinch to to flange(tight to bottom permitted at beam. Flashing two 8d(0.113"x 21/z") � Tight fit* (gap at bottom flange) z3o z'-s" 3'-o" a'-o" 5'-s~ a'-s" 2'-0" 3'-6" a'-s" s'-s" 7'-s~ p P 9 ( 9 P nails or iso 3'-0° a'-o" s'-s" 6•-6" s'-o° 3'-0° a•-s" 5'-6" r-s° s'-o^ ofloist depth 1 „ Nailing Requirements 560 3'-s" 5'-0" 6'-0" 7'-6" 10'-0" 4'-0" 5'-6" 6'-6" 8'-0" 9'-0" nails when possible. flange with face mount hangers). Treated 2x_ �sQa 2/ screws, Depth Minimum Web r Clinch nails when possible. , ledger e;1°�� ap typical TJI®Joist Series (in) Stiffener Size Type Number Nails 110 r-o" r-o" r-6" 2'-6" 4'-0" 4'-6^ 8'-6• r-0" r-6" 2'-6" a'-a' T-0" 7'-0" 9'-6" g I g�` End Intermediate 210 1W 1'-0" 2'-0" T-0" 4'-6" 5'-0" 9'-0" 1'-0" 2'-0" T-0" 4'-6" 8'-0" 8'-0" 10'-0" See fastener 1 1 110 All Y/"x 251s",,, 11%' 230 r-o' 2'-0" 7-6" T-6" F-o" s-6" 10'-0" r-o" 7-6" T-6" s-0^ 8'-6" 9'-0" 10'-6" 1/a"TJ®Rim Board or 1/a" 360 7-0" T-0" 4'-0" F-6" 7'-0" T-6" 11'-0" 7-0" 3'-s^ 5'-0" T-0" 9'-6" 9'-6" 11'-0" table below.Maintain ® 210 All %"x 2Y1s"°' 8d Sso V-6" 3'-0" a'-s^ s-6^ s'-o" s'-s^ 12'-0" T-0" 4'-6" 6'•0" 8'-0" 10'-6" 1r-o^ 12'-0" Top mount 2"distance(minimum)from TimberStrand LSL. Option#2: 230&360 All 7/"x 2Y16"M (0.113"x 2,2") 3 3 110 r-0" r-o^ r-0" r-0" 2'-0" 2'-6" 4'-6" s•-s" r-o" r-0" r-0" 2'-6" 6-0" V-0" 9'-0" 17-0" hanger edge of ledger to fastener. , 2x_strapping installed at/ 16d 210 r-o^ ,'-o^ r-o" r-o" z'-6^ 3'-0" s'-s~ 9'-6^ r-o^ r-o^ r-o^ 3'-6^ 6'-0^ r-o~ 10'-0" 13'-0° Backer block joist-span locations using two 2 560 All 2x4'2' 1 14" 230 r•0' r-0" 1-4' r-o" 3'-6" 4'-0" 6'-0" 10'-6" 1'-0" 1'-0" 2'-6" 4'-0" 6'-6" T-6" 11'-0" 13'-6" Face mount Allowable Load(Ibs) (0.135' x 3/2") 360 1'-0" 1'-0" T-0" T-6" 5•-6" 6'-0" 8'-6" 12'-6" 1'-0" 7-0" 4'-0" 5'-6" 9'-0" 10'-0" 17-0" 14'-0" hanger both sides of web /"screws per joist,typical g with single TJI®joist Fastener I%"TimberStrand® 1y"TJ®Rim Board 18" 4 4 560 1'-0" 1'-0" 1'-6" 3'-6'• 5'-6" 6'-6" 9'-6" 13'-6" 1'-0" T-0" 5'-0" 7'-0" 10'-0" 11'-0" 13'-6" 15'-0" LSL rim board 16d Option#3: 560D 20 2x4'2' 5 5 210 ,'-0" 1'-0" 1'-0" 1'-0" 1'-0" 6'-0" 10'-0" 1'-0" 1'-0" 1'-0" 1'-6" 4'-6" 5'-6" 10'-0" 12'-6" 16'-0" Web stiffeners required if sides of Y"lag bolt 610 480 Directl a lied ceiling 22"'" (0.135"x 3%") 6 11 18.. 230 1'-0" r-0" r-0" 1'-0" r-6" r-o^ a'-o~ s'-s" 1r-o° r-o^ i,-o- v-0" With top mount hangers,backer block required only Y PP 9 24"'" 6 13 360 r-0" no" r-0" r-0" T-0" 4'-0" 6'-6" 10'-0" 13'-s^ H1 hanger do not laterally support at Fit H3 3 „ ®. for downward loads exceeding 250 lbs or for uplift Corrosion-resistant fasteners required for wet-service applications. P61 When specified on the layout, least/ of TJI joist top flange LA pone of O 1 PS1 or PS2 sheathing, 560 r-0" 1'-0" r-0" r-o" z'-s" 3-s" 7'-0^ conditions.For Halling requirements see page 5,TJ- O ( ) g,face grain vertical �.J • the bracing options above is required 2 Construction rade or better 4" 5" 6" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 17" ee 9001,Weyerhaeuser installation Guide for Floor and ( ) 9 J Roof Framing, TJ-9001. 3 Web stiffeners are always required for 22"and 24"TJI®560D Joists 18" Sso r-0^ r-o^ 3'•0" 15'-01' r-0" r-6" a'-o^ 6'-6" 9'-0" 14'-s° 16'-s" 1s.. _ 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 6'-0" 10'-0" 16'-s" 1'-0" T-6" 6'-0" 18'-0" 20'-0" BEAM DETAILS FASTENING se FLOOR PANELS 20" 360 -0" 1'-0" 1'-0" ,'-0" 1'-0" T-0•' 6'•0" 11'-0" 15'-6" 1'-0" 1'-0" ,'-s" 4'•0" 7'-0" 12'-s" 16'•6" 19'-0" 2,'-0" 11ILV-' �0 O Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'6" 5'-6" 12'-0" 1T-6' 19'-6" 20'-6" ++-� m Z V TJI®(11(z> Rim Board 1�" TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement oflongest side. Nail Size 110,210, 360 and s"TJ®Ri 1Y4' TimberStrand®LSL Microllam® Parallams , + BEARING FOR DOOR BEAM TO BEAM BEARING AT 9Y2"or 9/z"or 14"or 9Y2"or 14"or 18"or , 14'•or 18"or Leave Ys"of web(minimum)at top and bottom of hole. DO NOT cut joist flanges. W I and 230 560 Board TimberStrand®LSL or wider LVL PSL Depth 14 z 11/a" Z Z Z IS W Z BEARING AT WALL OR WINDOW HEADER 11/e" 11/a" 16" 11/a" is" 20' 16 20" • Tables are based on uniform load tables in current design literature. } 't � Z R CONNECTION CONCRETE WALL 8d(0.113"x 2Y2"),8d(0.131'•x 2Y2') 4" 3" 6" 4" 3" 3" 3" Filler Block(1) 2x6+3/" 2x8+%" 2x6+%" 2x8+Y2" 2x12+Y' Two Two Two - - _I LS Q Z W ED 1y"TJ®Rim Board or Strapper ccde if to late 2x6 2x8 For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole maybe located m _ P P P 10d(0.148"x 3"),12d(0.148"x 3Ya'") 6" 4" 4" 4" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 f - � 1 ® is not continuous over at the center of the joist span provided that no other holes occur in the joist. V ,•- t-- O Z 1/a"TimberStrand LSL or Cantilever 2x6 2x10 2x6+%" 2x10+38•' 2x6+y" 2x10+y' N blocking for lateral support header 16d(0.162"x 3Y") s" 6" 8" 6" Not s Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing applicable Not applicable - O � � z (1)Stagger nails when using 4"on-center spacing and maintain 1 /"joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long ALLOWABLE HOLES Headers and Beams � OL Z r O panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for , < LU 11.1 d) ® W Strap per code if bop ;f.; blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI ®joists. Backer Block 1 I .55E TimberStrand® LSL Headers and Beams IL <_I O 5 " 3 " 3 " 7 �� 7 �� 2 For non-diaphragm a applications,multiple rows of fasteners are permitted if the rows are offset at least Y"and staggered. (Detail F1 / or/ / or/a / or 1"Net 2x6 2x8 2x12 7 _I plate is not continuous ( ) pp p gg or H2 �- 111 a Q (3)With 10d(0.148"x 11%")nails,spacing can be reduced to 3"on-center for light gauge steel straps. ) 2 x diameter of the over column 3 (1 /f necessary,increase filler and backer block height for face mounthangers and maintain%"gap at top ofjoist;see detail W.Fillerand backer largest hole minimum Q O } Top mount (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1 /"(to avoid splitting). I 9 (minimum) O l� hanger � � 3 bock dimensions should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks). Q 9 (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 /"(to avoid splitting). , Pi O Q Protect untreated ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede /depth Allowed hole zone Z p Column Face mount wood from direct recommendations listed above. hanger contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor concrete and Roof Framing,TJ-9001. O O L1 L2 L3 See current Weyerhaeuser L4 Z ■Nailing rows must be offset at least YZ'and staggered. o literature for framing connectors ■14 ga.staples may be substituted for 8d(0.113"x 2Y")nails if minimum penetration of V Into the TJI®joist or rim board is achieved. 0 0 0 0 0 1.55 E TimberStrand®LSL ■Maximum nail spacing for TJI s joists is 18"on-center. Joists must be laterally supported at Header or Beam Maximum Round cantilever and end bearings by blocking Depth Hole size Multiple-Member Connections for Top-Loaded Beams panels,hangers,or direct attachment to 9Y4"-9Y2" 3" g" 8" 11Y"-11%" 3%„ TJI®joist framing does not a rim board or rim joist. Fastener Installation Requirements 14"-16" 45/" Fastener require bridging or mid-span E1 General Notes See illustration for allowed hole zone ".*•«'•.. Piece #of Width Plies n blocking Allowed hole zone suitable for headers and beams with ,tt' Type Min.Length #Rows O.C.Spacing Location When fasteners are required on both g uniform and/or concentrated loads anywhere along the member. `�/[� +••(•»per r )f "_, ,-� ti -R'9•!•t. Cb K 5�r�� M • Round holes onlye . i„Ca�rR sides,stagger fasteners on the second /"«tee 10d nails 3" 3'Z' 99 • No holes in headers or beams in plank orientation. 1`,fart BEARING AT 12" side so they fall halfway between • COLUMN 2 12d-16d nails 3/4" 2 One side fasteners on the first side. Screws 33/"or 31/2" 2 24" All H2 Other Trus Joist® Headers and Beams •r i 10d nails 3" 3'2' DO NOT bevel cut joist ' r l ' 1 j2, 12" Both sides beyond inside face of wall. Rim board joint Microllamo LVL B 4C S+':'-- 12d-16d between joists DO NOToverhan seat cuts +>� ' ';'aI nails 3/a" 2 E2 '� 9 1.3E TimberStrand® and Parallam®PSL r �. 13/4"' 3Y8"or 3Y2" Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y depth ` •' * n4.4R,` Screws 2 24" Load must be applied evenly across P 5° One side face ofsupportmember, largest hole(minimum) }` ;;M`t entire beam width.Otherwise,use -. ;r,ny.er►^ Verify column capacity 10d nails''' 3" 3'2 connections for side-loaded beams. DO N n headers notch or drill " L5 One side holesfntasinatedior nrs OEAVERED 2 7 2021 O and beam bearing 12" (per ply) except as indicated in LJ V r` FEBC / length.See current 4 12d-16d nails"' 3Ya" 2i:, d p o �� o o illustrations and tables. Weyerhaeuser literature. 5"or 6" Both sides o 0 0 Screws 2 24 Multiple pieces can be nailed or bolted together to CS 6%4" One side form a header or beam of the required size,u to a TJI®rim joist L6 q P 5"or 6" Both sides maximum width of 7" 1 Microllam® LVL and Other Trus Joist Beams Q 1Y6"TJe Rim Board or 1/a" Parallam@PSL Header or Beam Maximum Round J 3Y2' 2 Screws 63/4' 2 24 One side L3 TimberStrand® LSL. allowed hole zone Depth Hole Size Q O 1/2'bolts 8" 2 24" - O middle Y3 span 5�° 11" O j 3 O (1)1 Did nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPTM. L1 d 1.3E TimberStrand® LSL allowed hole zone d 7Y4'-20" 2 n O t! COLUMN DETAILS B1IL (2)An additional row of nails is required with depths of 14"or greater. H1 See illustration for Allowed Hole zona (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes O 1 B2 I • Allowed hole zone suitable for headers and beams with uniform loads only. O Z O � • Round holes only O O IO BEA N NAILING AT BEARING FLOOR No holes in cantilevers. COLUMN CAP L5 B3 TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist • No holes in headers or beams in plank orientation. 1 r 1Y"TJ®Rim Board or (Load bearing wall above) \, _ 1Ya"TimberStrand® LSL. One 10d 0.128"x 3" Joist may be shifted up to 3"if P Use B1 or 62 at � Q V - 1 ( ) floor panel edge is supported O B4 intermediate bearings WARNING ,- o - o z One 8d(0.113"x 2Y") nail into each flange and span rating is not exceeded. with load bearingor nail each side.Drive Do not cut joist flanges. Joists are unstable until braced laterally Z I - Bracing Includes: � �� Q � OC nails at an angle at Plumbing Drop braced/shear wall O IL O joists • Blocking • Sheathing • A , ig L O P1 least 1/"from end. End offrom above • Hangers • Rim Board • RmJoists 'y v lK. Q - 3Y2"minimum at centerline L2 -I < COLUMN BASE 3 " intermediate bearingAlso see detail B2 of support 0 W (1 Z 1/4 minimum end bearing ince may be required ? lr single-family applications Y q �j for maximum H1 r _ _ _ Shear transfer:Connections equivalent capacity o to floor panel nailing schedule P Y •ED X Rim to TJI®Joist ° DO NOT walk on joists DO NOT walk on joists DO NOT stack building r-- p' .'�' '.'•' �� 1 8"TJ®Rim Board TJI®560 rim joist:Toe O o until braced. that are lying flat. materials on unsheathed v' N ' Additional joist is required if 0 (� 1Y4"TimberStrand® LSL or nail with 10d(0.128"x 3") o INJURY MAY RESULT. joists.Stack only over floor panel edge is unsupported L4 TJI®110 rim joist: nails,one each side of or ifs an rating is exceeded. O •� a. . WARNING NOTES: beams or walls. _W P2 One 10d 0.131x3" nail TJI®joistflan e TJI®560 P 9 O LA Exterior Deck DONOTusesawn u O ( ) j g �' Attachment Lack of proper bracing during construction can result in serious io into each flange floorjoist ` • •: Structural /umber for rim accidents.Observe the following guidelines: 1010 LU TJI®210 230 and 360 rim °' . p board or blocking, g g j pp ®joists must be completely installed and properly nailed. ' ' INSTALLATION TIPS • • sheathing � 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI p y p p y 11-� �O ELEVATED joist: p as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be �'2) One 16d 0.135"x 31 " nail -Subfloor adhesive will improve floor performance,but O after installation, accomplished b a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the ba COLUMN BASE 3 ( /z ) p y p ry p ( g> 1 y � O 1/"minimum bearing into each flange may not be required. o Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each t0 Top View o Q Locate rim board joint between joists. Safety bracing(1x4 engineered/umber joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a J •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at Won-center(6' worker or one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJI®110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. of a TJI®joist with web stiffeners is not a substitute concrete 11 "knockouts at O H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. } J ( ) /2 extended to a braced end wall. 6.The flanges must remain straight within 1/2"from true alignment. :.:::.»,• IV'TJ©Rim Board or 1Y4" for squash blocks or blocking panels. approximately Fasten at each joist with TimberStrand® LSL. 12"on-center two 8d(0.113"x 2%")nails minimum Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this DATE: FEBRUARY 2021 `';;`'•"` •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit .com/inform. Optional plumbing or HVAC. flush with inside face ` P3 non-shrink See framing Ian if applicable)or I-JOIST DETAIL5 rout Drive nails at an 9 P ( PP ) of wall or beam 9 One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. ©2014 Weyerhaeuser NR Company. All rights reserved. 1Y2'minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJIJoistlnstallllation Guide, TJ-9006, which should be referenced for additional information. _ TONN COMMENTS ' ' THE I — ZENITH ' ' o w A allAL I TY NEN HOME MODEL 3Y LLQ OASIS AT MATTI TUGfG, GOfi�fi-�. o � L (s)z z 43 viO d a ) F= III Hill 1111 11 111 } � ua ua } 0 I I 0 N m w � Lu Lu z0 8 z Q � � zzw FINI5HED 5EGOND FLOOR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 0 Q r o z o d�ZW - - - - !_l ! oz 4o1 11111 1111 IlL w FLOOD' AREA TABLE � > Q � FIRST FLOOR 1,313 sf d 4 SECOND FLOOR 1,1241 sf < z O L1 GARAGE 385 sf BASEMENT 1,406 sf PORCH 66 sf z N ° TOTAL LIVING SPACE 2,502 sf o --- -- - 'I ' --- CONDITIONED FLOOR AREA 3,4108 sf (INCLUDES BASEMENT) FINISHED FIRST FLOOR _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ INFILTRATION VOLUME 42,583 cf ;..4-'� '` 4 - - - - - - - - - - - - - - - - - (INCLUDES ATTIC 4 BASEMENT) o FINISHED GRADEi fix I I I I I I I I I INDEX TO DRAV41NOS r' DRAKNO No. COVER 8 ELEVATIONS A-I I I I I I I I I I I I I I I I I I IELEVATIONS A-2 nCk:IVERED DFS 0 41 2011 FOUNDATION PLAN A-3 FIRST FLOOR PLAN A-4 I I I I I I I I I I 2nd FLOOR PLAN A-5 HALL BRACING 4 ROOF PLAN A-6 I I I - LJSECTIONS 4 DETAILS A- 7L - J - - - - - - - - - - - - - - - NOTES A-6 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TJI-DETAILSA-41 p FRONT ELEVATION o SCALE: 1/4° = 1 ft DEC 2 12021 o o z 03 CEFT Z O`C ILI— p '� Tc�wrl or s-; „i0Lv N 0 U 1— Q p Lu Lu j2 CLZ d � o z OL ~ 4 1L oN � %J ° tolu - oLuIL O � r 0 � m 0 J DATE: FEBRUARY 2021 COVER 4 ELEVATIONS DRAWING NUMBER A == l z z O O v 11 L O w IIII Hill 11 rL 11 Hill 1111 H III Hill 11 11 IIII Hill 11O z° w l p - - - 1 - - - - - - - - - IIII III I Hill IIIII III III H III III III I H Hill - - - - - - - - - - - - - - - - - - o E— — lu Vl _ _ nnom,,, LUO uj r� wm zOV } Z Z <,tOw to <_ FO Z IOz 16 LO z y � ® O 4� :-- 0 REAR ELEVATION � O 5 o> �Q x XQ SCALE: 1/4" = 1 ft O Q z .. 4� YRRR YRe^ � I'� (? Y°+,�J�,•, PFJ �"• Rw t t. {.•/�.•a S Y E• rr w•'i� 1�!: 1� l r E It t.. � f IVERED DF-C 0 e 2021 0 12-012- bi Z a Oo tL 00 � m O %Z - - - - - - - - - - - - - - - - - - - - - - - - -- — - - - - - - - - - - - 12 - - - - - - - - -2 - - r\ u ` � r 8� — O zLU dJ IL El El E3D ® � N lu j? < < � - m- X ) z 0 El ElEl 0 < ® Elo a o ®--El 0 a a 0000 FL / 111... O �r 0 0 m J DATE: FEBRUARY 2021 REAR $ 51DE SIDE ELEVATION SIDE ELEVATION ELEVATIONS SCALE: 1/4" = I ft SCALE: 1/4" = I ft DRAWING NUMBER A - 2 A 235# ASPHALT 5HINGLES;MIN. (4)-FA5TENER5 PER Z z 5TRIP FOR EAVES LE55 THAN 20' ABOVE GRADE A-� No. 15 ASPHALT FELT UNDERLAYMENT [Rc105.1.11 v TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 1 SELF-ADHERING POLYMER-MODIFIED1/2" 1 2x8 [UG3B] P.T. LEDGER BITUMEN ICE SHIELD BARRIER[Ra05.1.2] O W lvl [R50 . 4" GALV. LAG SCREWS AT I6 O.G, STAGGERED 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES 11 1 [R507.2] J,Jn-1 I-6 36" INSIDE EXTERIOR WALL LINE FOR > 8:12 SLOPES 0 ty !9 V I I/2" STRUCTURAL PANEL 5HEATHING[R503.2] O IL 31'-0" 35'-O" 2'-O" 3'-6" R-39 CLOSED-CELL SPRAY FOAM (SPF) INSULATION Z W ' 14'-10SOLID WOOD BLOGKIN6 I6-2 4-6 5-6' 141-0" 6_9". 4-6 O IV DECK LATERAL CONNECTION r - - - - - - � [R507.a.2] O O P.G. FTG51MP50N DT12 E5RE55 WINDOW WELL tV N - - - - - - S" CONCRETE STEM WALL ON INSTALL IAN GEILINB JOIST Q - - MANUFAGTU - 5 16' x b" P.G. FOOTING Q SPEGIFIG ON5 PROVIDE FALL PROTECTION DRIP EDGE [Rc105.2,D.51 N N BASEMENT ENTRANCE STAIRS ® �-- -----f- (TYPIGA - ) (TYP-3) V &4 REBAR AT REI NFORCED LATER AGHNG�WALL - - - - - - -� O�(2)-2xb P.T. GDRLO J L - - = - - -1 I/2" GYPSUM WALLBOARD I II 1x8 WOOD FASCIA SOFFIT VENT STANDARD HOOAND LAP INTO 16DECK" x b" P.G. ii K o b" I i - N _ _ I FOOTING. 2" MIN REBAR COVER = DOUBLE 2x TOP PLATE I VINYL SIDING. ATTACH THROUGH RIGID dJ I I 11 ABOVE i>J I I MINIMUM 24" LAP SPLICE LENGTH [R602.3.2] I INSULATION TO WOOD FRAMING PER II' m ( I I Im I I I I MANUFAGTURER'5 INSTRUCTIONS FOR HIGH-WIND x -t 5UG TON LOAD (EXPOSURE BMINIMUM )10R 4 psf f tk} �-1 - L - I p - - - - - - - - - - - I (EXPOSURE G). r H NE I [R 11.78] GONGPLATI - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - `- -� - - - AND 5TEP5 r 2836 GA5EMENTZ 36 A5EMENT I - DN 13 RISERS O i EGRESS WIND IA E SWI�W I I PLASTIC DRYWELL I G HOUSEWRAP INSTALLED UNDER FOAM OL - - J L - -4L-3_ I EMERGENCY ESCAPE d RE50UE OPENING I - INSULATION. INSTALL AND TAPE ALL SEAMS PER - - - - - - - - - - - - - - - - - - - 3068 [R310] 2x4 WALL STUDS AT 16" O.G. MANUFAGTURER'5 INSTRUCTIONS [R703.2] R-15 UNFAGED FIBERGLASS BATT INSULATION z � I I R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XPS) O 1/2" 6YP5UM WALLBOARD RI61D FOAM INSULATION. INSTALL USING - - - - - - - - - - - - - - - - -- - - - - - -� - - - - - - - - - -' BASEMENT L - 3 : r I { 4" P.G. SLAB � I GAP-HEAD NAILS WITH AMINIMUM /4 „ PENETRATION;SPACED 12 O.G. PERIMETER AND tj I I I I 2x8 PLATFORM o I I R-13 2 CLOSED-GELL 5PF INSULATION 16" O.G. FIELD. a ST IN SECOND GAS WATER HEATER I I FLOOR PLATFORM LSO AT RIM I- NOT SHOW 6 _1 A. O. SMITH 1/2" STRUCTURAL PANEL 5HEATHIN6 n r GPVT 50 200 Hl 1 CD I 13 �p CAPACITY = 50 gal I z Q f NOTE: w - I 3/4" STRUCTURAL PANEL SUBFLOOR - 2x SOLE PLATE N I I t HOLDOOMS ARE N AFGO ZIP MODEL 4X I L_ 2x BAND JOIST O NOT REQUIRED FOR x 4"m STL COLUMN ON - z I THIS FROJEGT. " 4'-O"x4'-O"x14" DEEP P.G. FTG. i 2x6 PRESERVATIVE TREATED SILL [UG2] LL w I a w/#5 REBAR AT b" ON-GENTER EACH WAY L_ - - - I ti Q O O I I ; CN (TYPICAL-4) I - cV Ix 0 FLOOR JOISTS - I ""r OVERER TERMITE SILSEAL SHIELD Q 2x8 [UG3B] P.T. LEDGER (1 OLa I I 1/2"(P x 4" GALV. LAG SCREWS I I \®1 I EXTEND SIDING TO WITHIN 12" OF FINAL = I I ( (3)-1.75x11.875 LVL GDR AT 16" O.G. STAGGERED I l✓ GRADE FOR H15TORIG DISTRICTS cV I I Ow Q I I _ _I- - (ENGINEERED DE516N) - - - - [R507.2] 2x6�J-; p WOOD SILL PLATE TO FOUNDATION ANCHORAGE 0. DOU3LE FRAME I- I T I6' d- t " GREATER THAN 6 FEET ON-CENTER EMBEDDEDNOT O I I O I I AT 5TAIR5 I MINIMUM Ys" dia. ANCHOR BOLTS SPACED NOT Q I I I j I I I I I I I I I I m NOT LE55 THAN 7" INTO CONCRETE OR 6ROUTED FINISH GRADE UNEXCAVATED - -- I- - I -- -- - --I-- -- -- -- -- - -- -- -- 77-1 `- - _- -- CELLS OF CONCRETE MASONRY UNITS. THE N = I I I I L I I BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD z 3 O OF THE WIDTH OF THE PLATE. A NUT AND -_' BEAM POCKET ( I I WASHER SHALL BE TIGHTENED ON EACH ANCHOR ty � (T-(P-2) L - - - - � L - - - - J " L - - - - -I L- - - - -[ I z O e>'-4" I I-b 10-4 8-10 BOLT. THERE SHALL BE NOT FEWER THAN TWO w (Q I BOLTS PER PLATE SECTION WITH ONE BOLT 7 N I I I I LOCATED NOT MORE THAN 12 INCHES OR LESS z l-_ =1 U UA tJ W m W ? THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH 1� � z is X I 0 END OF THE PLATE SECTION. WALLS 24 INCHES 0= � N 0 Z Z <* � z V 0.o w .. }_ w - - -1 a- O ._..l W z I in I TOTAL LENGTH OR SHORTER SHALL HAVE NOT 0 = N z z [A _ w I p 3-b dJ d Q a'- d� Z W ty FEWER THAN ONE ANCHOR BOLT LOCATED IN THE -�N�- ► WQ )- 1- O Z M Lu p I I (uij - - - CENTER BE THIRD TTAGHED OF THE PLATE AADJAGE SECTION WALDL Q w u^ J N (X O Z ly I I Q I PANELS AT CORNERS AS 5HOWN IN ITEM 9 OF Q Q N 0 V Q < W W S O W TABLE R602.3(U. Q(x 10" POURED CONCRETE FOUNDATION STEM WALL u 11U v lL (v <UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING NI 0 w d > aJ�- Q Q I I MINIMUM 3'-O" B) LOW GRADE x I I I I I R-II BASEMENT WALL BLANKET INSULATION O v >Y p O fZ 13 Q X - - - " I I P.G. FOUNDATION WALL WITH UNBALANCED BACKFILL Q� Q wO' - pj N O <LE55 THAN OR EQUAL TO & ft: CONTINUOUS J O dJ O HORIZONTAL REINFORCEMENT OF ONE No. 4 BARWITHIN 12 INCHES OF THE TOP OF WALL 5TORY AND L - - - - - - - - I - - - - - - - - - - I ONE No. 4BAR NEAR MID-HEIGHT OF THE WALL �n STORY;OTHERWISE, SEE PLANS [TABLE R404.1.2(I)] O Q " �- - - - - - - - - - - � I t�L I - - - - ---- -- - - - - - - - - - -� I EXPAN510NJOINT - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ I x DECK dJ - 0 I " ABOVE I 4" P.G. FLOOR SLAB 0 " (I )-2x8 P.T. G�R4 IU 2xb [UG3B] P.T. LEDGER - - - - - - - - - - - - - POURED CONCRETE FOOTING -I._ __ 1/2"(P x 4 6ALV.LAG 5GREW5 AT 16 O.G. ON UNDISTURBED SOIL [R403.1] « 77 J L STAGGERED [R30-7.L11] . "cif.,'ice ✓^) 6 MIL POLYETHYLENE FILM tiR , .`".•;,°',�• ��•�' f.7�%�A - - - - - _- CONTINUOUS UNDER 5TEMWALL - - - - P.G. FTG_ _ - - - 11 1-4" •'► � 4i fir�� 2" 2" T`ri=10AL MALL SECTION T-4" 12'-4" 10'-O" 17'-10" '' SCALE: NTS b" S" 7r-6" DELT ER`D DEC 0 Q 2021 4"x4" [UG4B] PRESERVATIVE TREATED POST WITH OALV. METAL POST BASE ANCHOR ON 12"(P x 6-0" HIGH P.G. COLUMN WITH(2)-#4 VERTICAL REBAR ON Q 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM -1 MAXIMUM SUPPORTED LOAD AT 7' DE516N DEPTH = Ibk IN PRESUMPTIVE 2k BEARING 501L (TYP-6) O O (ENGINEERED DESIGN) A OO j O 1- A-'7 o IL IL F F, , O I� m ° r FOUNDATION FLAN V_ IL SCALE: 1/4" = 1 ft � c Q o d- N 6 STRUCTURAL DESIGN NOTE W Q- z z In accordance with the 2020 RGNY5; structural Q Q WINDOW AND DOOR SCHEDULE elements such as engineered wood, steel and ~ 0- 7 _<_l No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL steel/wood composite columns, beams, headers and Q II,_ WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS girders that: O Q q A UNITED WINDOW 3900 305OVG^ 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.28 -22.0/-26.6 psf[20 sf] 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE 1) resist gravity loads, and 01 j � B UNITED WINDOW 3900 3030V 30 7/8"x 14 13/16" 3.18 sf 6.04 sf 3.18 sf 9.0 Sf U=0.30 SHGC=0,31 -22.0/-29.7 psf[20 sf] 36"x 36" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE V !L C UNITED WINDOW 3900 TWIN 3050VA 30 13/16"x 26 11/16" 5.71 sf 22.24 sf 11.42 sf 30.0 sf U=0.30 SHGC=0.31 -20.01-27.0 psf[50 sf] 72"x 60" C SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE 2) are not contained in the prescriptive design W LL D UNITED WINDOW 3900 TRIPLE 3050VGA 30 13/16"x 26 11/16" 5.71 sf 33.36 sf 17.13 sf 45.0 sf U=0.30 SHGC=0.28 -20.0/-27.0 psf[50 sf] 108"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE provisions of the 2020 RCNYS 1L E UNITED WINDOW 3900 2030VG 18 7/8"x 14 13/16" 1.94 sf 3.67 sf 1.94 sf 6.0 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sf]I 24"x 36" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE aO F NOT IN PROJECT F Were designed in accordance with � 10 G UNITED WINDOW 3900 4040V PIC N/A 0 sf 12.84 sf 0 sf 16 sf U=0.30 SHGC=0.31 -26.0/-35.1 psf[20 sf] 48"x 48" G PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE AN51/AWG ND5-2018 with 2018 Supp lelment. O H UNITED WINDOW 3900 SPS-7G PIC N/A 0 sf 18.80 sf 0 sf 23.3 sf U=0.30 SHGC=0.28 -23.0/-31.1 psf[50 sf] 70.25"x 50.25" H EYEBROW PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE I UNITED WINDOW 5500 3024V N/AV N/AV N/AV N/AV 7.0 sf U=0.30 SHGC=0.30 -22.0/-29.7 psf[20 sf] 36"x 28" 1 SLIDING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE(BASEMENT) Structural elements such as walls and fenestration J UNITED WINDOW 4500 PD6068V N/AV N/AV N/AV N/AV 40.0 sf U=0.28 SHGC=0.31 -20.0/-27.0 ps6 [50 sf] 72"x 80" J PATIO DOOR,LOW-E GLASS,ARGON,NO GRILLE that: K THERMA-TRU FIBER-CLASSIC FCM65/FCM12102SL 36"x 80" 20 sf 5.0 sf 20 sf 32 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sfJ CHECK UNIT K FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR G_ASS 1) resist wind loads, and DATE: FEBRUARY 2021 L C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x 8'± 64 f sf - 64 t sf 64 t sf N/A N/A -23.0/-27.8 psf[50 sq CHECK UNIT L RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS M THERMA-TRU FIBER-CLASSIC FCM600 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.17 SHGC=0.01 -22.0/-29.7 psf[20 sfJ CHECK UNIT M SOLID PANEL SIDE DOOR,MAHOGANY 2) are not contained in then rescri tive design N THERNIA-TRU SMOOTH-STAR SSF220 32"x 80" 17.8 sf 0 Sf 17.8 sf 18 Sf U=0.18 SHGC=0.01 N/A CHECK UNIT N SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR p p 9 FOUNDATION PLAN $ 0 CUSTOM 2'-8"x 4'-4"INSULATED DOOR 32"x 52" 11.5 sf 0 Sf N/A 11.5 sf R=5.0 N/A N/A AS REQ'D 0 SITE-BUILT ATTIC ACCESS DOOR WITH 1"RIGID XPS INSULATION provisions of the 2020 RGNY5 TYPICAL WALL SECTION P THERMA-TRU SMOOTH-STAR.S206 36"x 80" 20 sf 5.0 sf 20 sf 21.6 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sfj CHECK UNIT P HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR Were designed in accordance with A50E `7-16 wind MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR V(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED provisions and acceptable engineering practice. DRAWING NUMBER MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[-sf] ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 Where such elements occur In the plans, they are annotated "ENGINEERED DESIGN."' '7I'-6" NOTES INDEXED TO THE 2020 ENERGY GON5ERVATION GON5TRUGTION 31'-0" 35'-0" 2'-0" O Z GODS OF NEW YORK 5TATE 3'-b" O RI01.5 COMPLIANCE: This building was designed and shall be A constructed to meet the 2020 ECGCNY5. Both REScheck N.S. MAJESTIC QUARTZ 32 DIRECT OOLC Department of Energy) INSULATE BAIR-SEAL ALL and REM/Rate (Noresco) computer -_ VENT GA5 FIREPLACE. software was utilitze to demonstrate compliance. All WALL5,CEILING AND FLOOR OF O W mandatory provisions of the 2020 ECCGNY5 - Residential THE CHASE. INSIDE WALL a to LL Provisions are In force. PROVIDE RESERVED SPACE IN SERVICE PANEL FOR HOOD STEPS SURFACES SHALL BE FUTURE SOLAR ELECTRIC INSTALLATION [TiO3A] RIO5.2.2 WRITTEN STATEMENT: To the best of my knowledge, HALL SHIELD AND TAPED. l- IL GLO5ED-CELL SPF belief and professional judgement,these plans comply with the 14'-O" WALL SHIELD AND CEILING FIRESTOPS SHALL BE CAULKED IA Z Energy Code. Furthermore, as a RE certified rater (I.D. WITH CAULK HAVING A 300° F _ No. 261450, 1 certify that these plans comply with the Home ATTIC PATHWAY FOR SOLAR ELECTRIC [TIO3.8] DEGK MINIMUM CONTINUOUS EXPOSURE w Energy Rating System (HERS) program. A signed certification INSTALL 2"(P VERTICAL SCHEDULE 80 PVG CONDUIT 5/4x6 DECKING RATING. COAXIAL VENT HAS Z N of compliance with the HERS program (HERO) will be submitted THROUGH ALL WALL5 TO ATTIC,WITH TEMPORARY PLUGS u� OUTSIDE COMBUSTION AIR I I - - - I of the constructed building to demonstrate complione. OR GAPS AT EACH TERMINUS[E3802.3.2]. O INTAKE. GYPSUM BOARD x- R301.1 CLIMATE ZONE: 4A Suffolk,NY o OG N N . �14CONTINUOUS BEAD OF 36" SUARD [R312.1] 3 d r -SSSS-- -SSSS-- ----- n l�- ^1i SEALANT R4012 COMPLIANCE. This project compiles with 2) Section R405 C_______ ____ _________________________ (a � Q Simulated Performance Alternative,and the provisions of I I I I I b°610 SLDR 6°b1O SLDR 1 (2)-3050 (y N GYP5UM BOARD Sections R401 through R404 labeled "Mandatory." r---Ir----� ® I----� I J (2)-2x12 HDR (2)-2x12 HDR ��i (2)-2x12 HDR # r- �0 I DW 1 I I I _J Mandatorryy requirements: _R401.3 CERTIFICATE:CERTIFICATE: Builder to post per Code. �t BASEMENT ENTRANCE I u_____ _______ __ I I< I I ry P p DOWN -> I I I r------------SSSS-- iO CONTINUOUS BEAD OF R402.4.1 THERMAL ENVELOPE: To be tested 4 verified to 3 WALL LINE ABOVE I SEALANT AGH by HERS rater. See Table R402.4.1.1 In plans. PL TE Ht. 3 " ASF- LA E H q'-I" ASF = I < < I_ .� •� ---J UJL-- +' 8402.42 FIREPLACES: Factory built with UL 12'7 doors. __ I__I ________________ Q I � 4 I I I CONTINUOUS MINIMAL R402.4.3 FENESTRATION: See window/door schedule it EXPANDING FOAM AT WINDOW R402.4.4 FUEL-BURNING APPLIANCES. All room heating and KITCHEN I fillIL UNIT PERIMETER hot water heating appliances to be direct vent with both 231-41/211 ® I 1 I Intake and exhaust pipes Installed continuous to the m - 1 0 r__-_, I O o p outside. ' 3 1/2" cn O t] I I N N 0 WINDOW UNIT R402.4.5 RECESSED LIGHTING: IG-rated and labeled as `h b- _ N i ,n - er having an air leakage rate of not greater than 2.0 cfm w -- i i z I < � _ _ per Code-. o � � li R4oS MAX.U-FACTOR 4 5HGG: See window schedule. --------------- cv w d i i I I IN '� FAMILY ROOM �I 6 / �0 0 -1 I I I I O s LL l 8403.1 CONTROLS: See plans for thermostat Information. ( I a� I m I 4'_3: I� y � _ 1 R40302 DUCT SEALING: All duct joints shall be I 0 I I = I_- I `� -civ mechanical) fastened and sealed with duct mastic I 1 - Q `J I I 11Z I Q CONTINUOUS MINIMAL sealant. Apply mastic to duct seams. 1 j OARAOE ?i EXPANDING FOAM AT WINDOW R4030.3 DUCT TESTING= A duct air-leakage test Is not i 5" P.G. SLAB v I'-3 I/2" A � IL UNIT PERIMETER required under exceptions i and 2. QI PITCHED TO DOOR y___ __ ' I F I I NOTE: q'-O" CEILING HEIGHT J) 20 cfm CONT. TO ERV a R403.55 BUILDING CAVITIES: Framing cavities shall not be _ z I v r J Q I I> = THROUGHOUT FIRST STORY I [MI505.4] _ ! used as ducts or plenums. IL R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate rN I O I x 1 w (` mechanical system piping carrying hot water to an F N R-value of not less than R-3. N I I I x 25 Gfm CONT. x x I lJl R403.5.1 HEATED SERVICE HOT WATER(SHW) CIRCULATION iv I WALL LINE ABOVE-- u� o TO ERV T Q I 287 2aT° � I� �1 SMOKE ✓! G.O. � I:o SYSTEM: Not In project. I I SELF-CLOSING 20-min - [MI505.4] I_ T' x l" PSL COLUMN r I DETECTOR(TYP) 2`F70 cN IL11 CONTINUOUS BEAD OF O HEAT DETECTOR O , ,- SEALANT R403.6 MECHANICAL VENTILATION: ERV continuous m I I F.R. DOOR[R302.5.1] (2)-1.15 x 11.b-75 LVL N NQventilation system specified In the plans exceeds the FLUSH HDR m �� cminimum efficacy of 12 cfm/watt. _ ® (2)-2x10O --------------� = I i ( R403."1 HVAC EQUIPMENT: Sized in accordance with ALGA - 1 L_ - __- (4)-1.75 x 11.515 LVL FLUSH HDR _ (2)-L-f5 x IIZ-75 LVL FLUSH HDR _ HDR Manual J and Manual 5. in _ _- -- -- - ( NGINEE--- DES-- ---- -- -- m -- -- N (3)-1.75 x I6 LVL DROP HDR-- -- (ENGINEERED DESIGN) E ED -SIGN) BEARING WALL 2a70 ' GYPSUM BOARD 8403.8 MULTIPLE DWELLING SYSTEMS: Not applicable N : - I I R405A SNOW MELT: Not in project. N (ENGINEERED DE516N) 2' " Q �i 24 io I 8403.10 POOLS AN SPAS: Not In project. ---------------� it I 2x10 STUD WALL AT 24" O.G. Pro I TEGHNOLOGIE5 I CONTINUOUS BEAD OF R403.11 PORTABLE 5PA5: Not in project. I I o HVAG R.A.G. CHASE II MODEL T-105 I I LU ADHESIVE R404 LIGHTING: Builder to Install high-efficiency lamps 1n at I •� p SII PROGRAMMABLE 20 cfm CONT. TO ERV L--- least q0% of permanently Installed fixtures. 1 j INTERIOR GARAGE WALLS: = jI GL Ali THERMOSTAT J [MI505.4] BATH CONTINUOUS BEAD OF I I R-15 BATT INSULATION - j 0 I 0 O SEALANT R405 SIMULATED PERFORMANCE ALTERNATIVE: This method was I I - lX ys GYPSUM BOARD I_ 2'- 3/4" - F N X 1 j used to show compliance with the Energy Code. REM/Rate q - I N I FOYER �_ I I N �I� ; ' / _._.-_._. -____--.,-. software was used to model the building erformace - see _ t- 1 OPEN TO ABOVE _T ng P _ I 6 GARAGE GEILING: Q p O V (\ -- --- - - 2020 IEGC Energy Cost Compliance report provided with N d)1 O I o m = I Q BEDROOM 4 tL �] x L Y2 GYPSUM BOARD o - - 1 2" 61 -CELL 5PF Permit Application. RE5check was used to model the building dJ cN I I TABLE R302.6] 2`I i x _ u_ w " _ `J performance based on national standards - see REGcheck ! j [ III m DINING ROOM O i O I \ Compliance Certificate and Inspection Checklist provided with N I Q hl 311/2„ - I - - - --... tI ' Permit Application. I h 12'-5" 11 10'-31/2" App I � (2)-1.75 x 11.815 LVL FJ I v UNDER SECOND STORY WALL II I p SHOWER UA m W 11 LU 1 I h Pf�NTRY ~ O N ~ 3 1/2 ,3 1/2" � 1 1 1 (n w m z IV ��- S�ALANOUS BEAD OF ----------SSSS-d x 1:_4:: i - -SSSS-- m a� 12'--f I/2" SSSS-5 O'- a } J�-J v ' Z 11 r; Z Z_ N I -1 T IY -IT OJW GYPSUM BOARD O 22'-I" g_ -----------� 3 6 /(2)-I 6 SL t < 1i O Z f rn m PORCH WALL LINE ABOVE I z Z -- ------------------------------A 2470 I d U--I (3)-3050 5/4x6 DECKING (3)-3°5° (L OC ® O CONTINUOUS BEAD OF A 3050 A 3050 ! (2)-1.15 x 11.875 LVL HDR (2)-1.75 x II.b75 LVL HDR (v X J ih w- d I SEALANT O O - 4x4 P.T. POST O ++��-- O Q CONTINUOUS MINIMAL PLATE Ht. S'-5"AS PLAT) Ht. q'-I" ASF v j Q EXPANDING FOAM AT WINDOW UNIT PERIMETER --® HOOD STEPS i WINDOW UNIT (OR WEATHER-PROOF DOOR) I b'-4" 10'-O" 6'-4" (2)-2x12 UPSET HEADER t I - 12'-0" ^ I Ii i i CONTINUOUS MINIMAL 22'-8" �' 4" 13'-O" EXPANDING FOAM AT WINDOW 10'-O" 18-6 �¢t""p«c��A UNIT PERIMETER ,• � � (r -"r. r AIR SEAL.I NO NOTES �. ;��'...... TABLE 8402.4.1.1 -2020 Q'--' 4 J AIR BARRIER AND INSULATION ttl' i.QN a ,II i INSTALLATION '-� ) ,�..� `• 1 CONTINUOUS BEAD of INSULATION INSTALLATION 1' SEALANT COMPONENT AIR BARRIER CRITERIA CRITERIA _ ,�f r„ 6 e' j f,n A continuous air barrier shall be installed in the A ``%s�•��""� ft*r^'°°4�'�"'� building envelope. Air-permeable Insulation shall not be used as < General requirements The exterior thermal envelope contains a a sealing material. DE iVERED 0�C 0 0 2021 GYPSUM BOARD continuous air barrier. CONTINUOUS BEAD OF Breaks or olnts In the alrbarrier shall be sealed. ADHESIVE The air b with thin any dropped ceiling/soffitgaps Itheshall be FIRST FLOOR PLA aligned with the insulation and any gaps in the air The insulation In an dropped ceiling/soffit I� 0 CONTINUOUS BEAD OF Ceiling attic barrier shall be sealed. Y pp �� J 1- SEALANT shall be aligned with the air barrier. 5GALE: 1/4 = 1 ft Access openings,drop down stairs or knee wall O doors to unconditioned attics aces shall be sealed. O H Cavities within corners and headers of frame Q 2" CLOSED-CELL SPF The junction of the foundation and sill plate shall be walls shall be insulated by completely filling r sealed. the cavity with a m aterial having a thermal �p resistance of R-3 per inch minimum. O U- Walls The junction of the top plate and the top of exterior O Z walls shall be sealed. Exterior therm al envelope insulation for --------- --- - framed walls shall be Installed in substantial .,,,I„,,,,, Knee walls shall be sealed. contact and continuous alignment with the air O 3 �l barrier. � 0 v m \\\ The space between window/doorjambs and r r Windows,skylights and doors framing,andskylights and framingshall be sealed. CONTINUOUS 51LL SEALER - Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. FULL WIDTH OF SILL Floor framing cavity insulation shall be `fl P v } installed to maintain permanent contact with O O Z ii the underside of subfloor decking. Z < IL FOUNDATION WALL Alternatively,floor tram Ing cavity Insulation Floors including cantilevered floors The air barrier shall be installed at any exposed shall be in contact with the top side of and floors above garages. edge of Insulation. sheathing or continuous insulation installed N u f- w 0 on the underside of floorframing,in and V 0 Z CONCRETE SLAB 9; -I extending from the bottom to the top of all LU - a /•. ./ `'.I ' _.- ______.___., perimeter floor framin members. ttt�YYYH STRUCTURAL DESIGN NOTE r" Exposed earth In unvented crawl spaces shall be Crawl space insulatlon,where provided T /.; Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be In accordance w(th the 2020 ROWS; structural overlapping joints taped. ennanentl attached to the walls. elements such as engineered Wood, steel and `' i J ; i`• Duct shafts,utility penetrations,and flue shafts steel/wood composite columns, beams, headers and H 4 (� i - hafts,penetrations opening to exterior or unconditioned space shall be S girders that: , `�' •. •'''�` '•. �. � sealed. g N tV Batts to be installed in narrow cavities shall be cut to fit or narrow cavities shall be filled 1) resist ravit loads and v J Narrow cavities with insulation that on installation readily g y V 11J conforms to the available cavity space. J u- Air sealing shall be provided between the garage 2) are not contained In the prescriptive design O w 0 Garage separation and conditioned spaces, IL Recessed light fixtures Installed In the building Recessed light fixtures installed in the provisions Of the 2020 RGNYS NOTE: IT 15 THE INTENT TO PROVIDE FORA Recessed lighting thermal envelope shall be sealed to the finished building therrnat envelope shall be airtight CONTINUOUS AIR BARRIER ALIGNED WITH THE surface. dna IC rated. were designed in accordance wftlh I O THERMAL ENVELOPE. THIS DETAIL SHOWS Ind ICriated.lis,batt insulation shall be cut m TYPICAL METHODS OF AIR-5EALING U51N6 AN51/AWG ND5-2018 with 2015 supplement. JO neatlyto fit around wiring and plumbing or VARIOUS BUILDING ELEMENTS, APPROVED Plumbing and wiring Insulation that on installation,readily Structural elements such as walls and fenestration ADHESIVES AND SEALANTS. FRAMING GONFIGURATION5 NOT SHOWN, SUCH AS conforms to available space,shall extend CANTILEVERS AND STAIRWELLS,SHALL BE behind in and wiringthat: SEALED IN A 51MILAR MANNER TO PROVIDE FOR The air barrier Installed at exterior war Is adjacent to Exterior walls adjacent to showers and tubs A CONTINUOUS RIR BARRIER ALIGNED WITH THE Shower/tub on exteriorwall showers and tubs shall separate the wall from the shall be Insulated. THERMAL ENVELOPE IN ALL LOCATIONS. shower or tub. 1) resist Wind loads, and DATE: FEBRUARY 2021 The air barrier shall be Installed behind electrical Electrical/phone box on exteriorwalls and communication boxes. Alternatively,air-sealed 2) are not contained in the prescriptiv& design FIRST FLOOR boxes shall be Installed. HVAC supply and return register boots that provisions o e 2020 RGNYS PLAN penetrate building thermal envelope shalt be sealed A I fiZ ��EAL.I�l0 DETA I L_S HVAC register boats to the subfloor,wall covering orceiling penetrated were designed in accordance with ASCE "7-I6 wind gbV rovisions and acceptable engineering ractice. DRAWING NUMBER the boot. 50ALE: 5/4" = 1 ft Where required to be sealed,concealed fire sprinklers shall only be sealed in a mannerthat is g g Concealed sprinklers recommended by the manufacturer. Caulking or where such elements occur in the plans, they are other adhesive sealants shall not be used to fill Id between fire s rinklercover rates and watts1 annotated "ENGINEERED DE516N." _ voids p p or ceilings A A-1 z Ul � O N 47'-l0" O ,WL " L 18-O 121-511 LL 3'-q 3/4" 14'-2 1/4" 6-4" 6'-4" 3'-8" 3'-8" u j lu 0 zO a iq l� r------------ _ I - .. O O Q ' I I [a (V - Il I i O i HAZARD GLA INC [5308.4] O O r------------------------ -- ---- ------- -1 -- --------- ----- --- ----- WALL LINE BELOW i OI 6 2x8 GJ AT 16" o.c. 4040 PIG I 404° PIG (2)-1.15 x 11.875 LVL FL HDR _ ------------------------- -- -- -- -- - j 1'-O I/2" (ENGINEERED DESIGN) DOUBLE KALL STUDS 5'-I" 5'-O" 1 r------- Ci{ N BEDROOM 3 Q 2'-2" I 6'-q" 2'-5 1/2" W.I.G. m = 2x8 PLATFORM 8'-0" G Ht I O o 20 cfm CONT. o m BATH I U) I TO ERY N Q [M 1505.4] I O -I LQ I 7 I cV § m WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] 2to v I "r M BATH 3'-10° i LENNOX HEALTHY CLIMATE ERV5475-TPD ENERGY RECOVERY VENTILATOR 4'-0" -I I- 20 cfm GOVT. Q Pro I TECHNOLOGIES I INSTALL ERV UNIT IN CONDITIONED ATTIC. i ____ TO 4-2 I/2 8-O' G Ht = ---- DUGT5 SHALL NOT BE CONNECTED TO THE HVAC SYSTEM. I I Z ^ I [MI 055.4] N N PROGRAMMABLE I MODEL T705 O _ - m I LLE THERMOSTAT j ----------I --------j I HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL m I m I I SHOWER I --------- INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. --------- 2a7° (�241QO 281° j r ku N LIN 36" GUARD[5312.1] _ _ _ ry I j STALE AIR TO OUTSIDE AND FRESH AIR FROM OUT51DE: b" clic. DUCTS I d 2`F7o ® r -I ��1-1 O I I CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL g5PO7 HVAC EQUIPMENT IN ATTIC — �— — —� A.C. P'ETURNI m SMOKE d G.O, HALL 287° 28-70 i N „ m DETECTOR GD. o I FRESH AIR TO INSIDE DIFFUSER IN HALLWAY: 6 d1a. DUCT GAS OR PROPANE FURNACE: LENNOX ELIg6UH070XE36B - SLOPED x �_ _ _ J I STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. GLA55 IV DIRECT VENTED TO OUTSIDE;AHRI 201848510 CEILING (2)-2x10 /_ (2)-2x10 1 - STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL I5N48 (2)-1.15x11.875 LVL FLUSH HDR I HEATING GAP: 64,000 Btuh;AFUE = gb.1 HDR HDR ________ ________-------- __ (3)-1.15x 11.875 LVL FLUSH __ 1 ALL DUCTS INSULATED TO R-4.2 N 281° BEARING WALL 281° (ENGINEERED DESIGN) (ENGINEERED DESIGN) Q 1 r INDOOR COIL: LENNOX GH35-30B+TDR I" RI61D INSUL cV _ m SYSTEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE [MI505.4.4]: V j OUTDOOR UNIT: LENNOX MLI4XGI-036-2306;AHRI 203314680 ON ATTIC 36°' GUARD [5312.1] i v I - MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM _ 12 x 12 AIR COOLING GAP: 34,800 Btuh;SEER = 15.10 AGGE55 DOOR TRANSFER GRILL S m X AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. INSTALL IAW MANUFACTURERS SPECIFICATIONS OO 2844 N LAUNDRY IN CEILING I��_�y cv o ry ; LU'I ' (� m w � 2x10 STUD WALL AT 24" O.G. `? tj V tJ 1'n Z ) HVAC R.A.G. CHASE MA TER EDROOM r ° 1 v z ui Z_ - O' Ht TRAY GEILIN W I.G. — U_ O -1 W DRYER EXHAUST O = 7 Q� Q — ly DRYE WASHER 1 6 OPEN TO BELOW iv [MI502] m < 1A d) Z W j \ Q �9 " u U I Z to O Z 0 L O I 6'-OI/2" E OOM N 10' Ht Y CEILING jh 3 I/2 31/2" x 2030 � (L iV LLI � O W I ----------- to-o I IL (>� -1 '_BOOL cV N DOUBLE WALL STUDS O _ +F- � m Q I N 5104 EYEBROW PIG N nnO�/ N O 1�- z Q j in j 31/2" I N 0 W.I.G. 26-10 12'-5° LO o 12'-5" N I n � -7 i o (2)-1.75 x 11.875 LVL HDR cv (2)-30 5 m WALL LINE BELOWr = (ENGINEERED DESIGN) 1- m ------------------------ -----------------------� �? (2)-3°5° m O -WALL LINE BELOW --r----------------------------- ----------------------- ------- OI ----------------------------- I I I I I i ±*V��:- RwT7r.f,A�Y#,1�'xaa✓♦ lf) -- --------- ! a Y L------------------------------ N'�"�r g� i�,•,M;A '�, 4^..: �y -511b_b 6._6.. 2._6.. 3._0.. 3,j j'• � �` 41'�,�i as . 6'-4" 13'-0" 10'-0" 13'-O" 5'-6" 47'-Io" DELI TRED DEC 0 B 2021 5EGOND FLOOR FLAN o A SCALE: 1/4" = 1 ft O p 10 IL OL LL I— SOLAR-READY Ld ox q O CERTIFICATE N v Q O This home has STRUCTURAL DESIGN NOTE 1 p- lU Z L1 j2 Incorporated features at p� Z the time of Initial In accordance with the 2020 RCNY5; structural construction to enable the elements such as engineered wood, steel and installation of solar steel/woodX composite columns, beams, headers and X OL electric. girders that: o The solar-ready roofo 0 1) resist gravity loads, and 0-1 zone is shown on this Y - 2) < Q construction plan excerpt are not contained in the prescriptive design O Lu GO JI and is free of or 0.54 Tprovisions of the 2020 RGNYS LL obstructions that would �� O Ilmit placement of solar were designed in accordance with O panels. ANSI/AWG ND5-2018 with 201.5 supplement. O m Plastic conduit for future Structural elements such as walls and fenestration electric wiring has been that: o installed through walls at DATE: FEBRUARY 2021 the locations shown to 1) resist wind loads, and facilitate the Installation of wiring between the 2) are not contained in the prescriptive design 2nd FLOOR electric service panel and SOLAR-READY provisions of the 2020 RGNYS PLAN roof-mounted solar ROOF ZONES panels. were designed In accordance with ASCE 7-I6 wind provisions and acceptable engineering practice. DRAWING NUMBER ® ® ® � ® where such elements occur in the plans, they are annotated "ENGINEERED DESIGN," A _ CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TI03.10] E3WL A BWL B BWL G BWL D 10'-411 I I I -411 ✓ I z O p -------------- ---- 1 WALL LINE BELOW - ROOF BELOW .,,».,..,„..: ! � ' U F,' ISL 1 _ _.. 1 a o ROOF BELOW - - EtL ;f O „2x10 RR AT 16" o.c. 2x10 RR AT I6" o.c.' � � a ;�•' '' -- ---'--- .- �.. �y I is 0 :fl O " 0 W ROOF LINE p Q d _ . I � � I � LU Z w lu f d ' 1 r - I R - -,,. ATTIC PATHWAY FOR SOLAR ELECTRIC [TI03.87 Q N O 1 " _., ..._ m..... n..,.,,.. GONDUIT THROUGH ALL WALLS TO ATTIC WITH r x6 RR N tV O TEMPORARY PLUGS OR GAPS AT 16" o.c. LL 2 � VERTICAL SCHEDULE 80 PVG x i AGH TERMINUS 4 _ [E3802 3 ] o /i o . .2 - I - / ` o Q 1�GGE55 ROOF - - - - r � I i I S I II � I I m < X E55 ROOF AGG l.� 1.15 x 14 LVL STRUCTURAL RIDGE x 'd• I I POST RIDGE DOWN TO BEARING N Oi WALL AT 12'-0" ON-CENTER OR LE55 ,..� S _ , 2x12 RIDGE _ ' lh i _ 2x12 RIDGE ILA LZ-V f' p EXTEND RIDGE TO BWL2 ---- - ----------- ---------- - 11 _ 31-611 ., u , ---- ROOF BELOW (, I :, j BEARING WALL AT p d - I i ALL VAULTED - 6-4 T �_ � I CEILINGS TIT 41 I ; I 6 I t' ✓ CC// CJ -'� ' d ' a4 SOLAR-READY ZONE [TI03.31 6 PROVIDES 36" WIDE AGGE55 PATHWAYS �p FROM EAVE TO RIDGE WHERE SHOWN [R324b]. THE SOLAR-READY ZONE SHALL Q REMAIN CLEAR OF OBSTRUCTIONS SUCH AS VENTS, ETC. [TI03.47 y Q YDS (TYPICAL-2) - it �' r 2x6 RR AT 16" o.c I � -_ I I i u� SECOND STORNr �3NL. FLAN I I r " �� x � 2x10 RR AT 16" o.c. 2x10 RR AT I6" o.c. SCALE: 3/16" = I ft .r.x.ay.h .,. ,...F,�_.,..•,. _ o V PORCH ROOF BELOW 8 n WALL LINE 2x10 RR AT 16" o.c. 2x1O RR AT 16" c.c.. - s � - T Q �+ WALL LINE O ROOF LINE N V M LU Z m 1Ll Z lT z - TABLE R802.5.2 RAFTER/CEILING JOIST HEEL �m Z I T p z w agb,e�d�e� g Q d �rQz JOINT CONNECTIONS o z � �� z GROUND SNOW LOAD (psi ly >. j WO 20f 30 ( <� m BWL F BWL G 00 FLAN RAFTER OL 0 } S'Q RAFTER SPACING- Roof span(feet) nn,, O - X < BNL B BNL H SCALE: 1/4" = 1 ft SLOPE l� O 4 Q 221_411 �1-811 38'-6" (inches) 12 20 28 36 12 20 28 36 p Q Required number of 16d common - nails',b per heel joint splices'''d,e 12 4 6 8 10 4 6 8 11 3:12 16 5 8 10 13 5 8 11 14 !\ ' BRACED WALL PANEL CALCULATIONS 24 7 11 15 19 7 11 16 21 4'-1011 3'-0" 4'-4" I 12 3 5 6 8 3 5 6 8 t Factors -Table R6Q210 ( } (p.187) 4.12 -- • - ., - _ - .: - - I Wind Ad ustmen ac ors a e '- t�a.,/• i -- -- Upper Story 5 8 12 15 5 9 12 16 �T<r: 1 3 2 ^ ^° pp rY 24 ,�',,�� T� TwATT r. � � •J ------------------------ -------- Numbered Lettered 12 3 4 5 6 3 4 5 7 BNL 3 --�•--------------- - - - -- - -�� L 5:12 16 3 5 6 8 3 5 7 9 31' o"i t Wall Lines Wall Lines Comment ' Exposure Category 1.00 1.00 Exposure B; 2-Sty 24 4 7 9 12 4 7 10 13 Roof Ear-to-Ridge Height 0.98 0.98 9'-8"; Roof Only 12 3 4 4 5 3 3 4 5 m I I I Wall Height 0.90 0.90 8'-0" 7:12 16 3 4 5 6 3 4 5 6 24 3 5 7 9 3 5 7 9 m Number of Braced Wall Lines 1.00 1.45 2; 4 �. _' I IQ 12 3 3 4 4 3 3 3 4 Additional 800 Ih Hold Down 1.00 1.00 NIA I' --- -, ,- Gypsum Board Fastening 1.00 1.00 N/A I� 9:12 16 3 4 4 5 3 3 4 5 pE�.1V� �� DEC � 8 2�2� Wind Factor Total 0.882 1.279 24 3 4 6 7 3 4 6 7 �... ; 12 3 3 3 3 3 3 3 3 k 12.12 - -- I9" �' I S 16 3 3 4 4 3 3 3 4 O Braced Wall 140 mph Total Bracing 3 4 4 5 3 3 4 6 Z li Braced Wali Bracing Wind Factor 24 Line Spacing Required Required Length Status O ti �! 1 Line Method Total 4 r ft Bra cin ft BracingProvided (ft) For St: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 pound per �p , I, I square foot=0.0479 kPa. r .882 6.41 17.67 OK - 1 WSP 27 08 7 27 0 s a � LL _-A a. 40d box nails shall be permitted to be substituted for 16d O z 2 CS-WSP 27.08 6.42 0.882 5.66 20.33 OK p common nails. O� ' A GB 19.08 9.59 1.279 12.26 18.67 OK b. Nailing requirements shall be permitted to be reduced 25 t} m g q B GB 14.71 7.62 1.279 9.75 24.17 OK percent if nails are clinched. 1' C GB 12.96 6.83 1.279 8.73 26.08 OK C. Heel joint connections are not required where the ridge is v _ D CS-WSP 15.58 3.90 1.279 4.99 23.00 OK supported by a load-bearing wall,header or ridge beam. _ d. Where intermediate support of the rafter is provided by - p p z _ �•-�� ,_„ - � • -.� vertical struts or purlins to a load-bearing wall the _ P g < lY tabulated heel joint connection requirements shall be O 4 �, Wind Adjustment Factors-Table R602.10.3(2) (p.187) permitted to be reduced proportionally to the reduction in N u OC I- 6 ( 1 / Lower Story w a span. � •� � Z Numbered Lettered Lettered e. Equivalent nailing patterns are required for ceiling joist � v Wall Lines Wall Lines Wall Lines Comment Q - ; to ceiling joist lap splices. 2'-6" 2'-611 I %' f. Applies to roof live load of 20 psf or less. �-- OL - _ ---- ----------�----------:------------- BWL 4 cv =--------------------- - - -''-- --- Exposure Category 1.00 1.00 1.00 Exposure B g. Tabulated heel joint connection requirements assume X Q � - .' Wall Height a Height 0.98 0.98 0.95 9'-8"' 9 8 „9�U811 th the it 'gj bottom OL a,,,. ..,_ _ __-__,-__. __ g 9 that ceilin oasts or rafter ties are located at the I 4'-10" �'-O" 4'-l0" I T" _-- -_- -' I g , , " tic space. Where ceiling joists or rafter tie's areCi - N 11 "6 Number of Braced Wall Lines 1.00 1.00 1.30 2; 2-GAR; 3-DWEL located higher in the attic,heel joint connection v Q In I I __.«.--.._,-___.._...__.-..-_.._....,._..-. ._. _..,.,.._..... ' Additional 800 Ib Hold Down 1.00 1.00 1.00 N/A requirements shall be increased by the following factors: J i lu FL Gypsum Board Fastening 1.00 1.00 1.00 NIA O w Wind Factor Total 0.960 0.980 1.223 Hc/HR Heel Joint Connection Adjustment Factor L GARAGE DWELLING 1/3 1.5 r 1/4 1.33 m Braced Wall 140 mph Total Bracing 1/5 1.25 -1 Braced Wall Bracing Wind Factor 1/6 1.2 F I R5T STOR ( 5NL PLAN Line Method Line Spacing Required Total Required Length Status M Bracingft BracingProvided ft1/10 or less 1.11 SCALE: 3/16" = I ft ( ) ( ) ( ) DATE: FEBRUARY 201 3 CS-WSP 27.00 11.80 0.960 11.33 43.17 OK where: 4 CS-WSP 27.00 11.80 0.960 11.33 36.00 OK E CS-WSP 22.33 5.47 0.980 5.36 7.08 OK Hc=Height of ceiling joists or rafter ties measured vertically WALL BRACING 8 above the top of the rafter support walls. ROOF PLAN F-GAR GB 22.33 10.93 x.980 10.71 12.33 OK HR=Height of roof ridge measured vertically above the top of F-DWEL GB 7.67 7.67 1.223 9.3$ 10.00 OK the rafter support walls. G GB 23.08 21.12 1.223 25.82 27.67 OK DRAWING NUMBER H CS-WSP 38.50 16.40 1.223 20.05 26,83 OK i ROOF ------------------------------------------------------------------------------------- ------------------------------------i 2x EXTERIOR WALL Z t� I O Z } I O I N Im I V I I — — --- - -- - - - - - - - - - - i R-30 BATT INSULATION Q 7 I I STUD TO FLOOR J015T V w I I I I 51MP50N COIL STRAP pLr u- (4)-8d NAILS AT EACH END Q ------------------} ------ -- ------------------------------------------I---I----------------------------------------------------------------t-------------------------------------------------------i 1L CEILING LAUNDRY 1 I I FAMILY BATH — — — _� I — — — — — — — — — — — — MASTER BATH — — — — — I I 2x SOLID BLOCK 8 AIR-SEAL BETWEEN FJ 2x RIM BOARD W �' w }II I } �I }I I I I I I c I I I I GANTILEVERED FLOOR JOIST z Q v i - � - I -I - I - � I — WA5HER I I I LAV. I I LAY. ILAV. N I 1 o OSB VINYL SOFFIT d ry TUB TUB I I I i J-I-J I FLOOR JOIST TO WALL: SHOWER I 2x EXTERIOR WALL 51MPSON H2;(5)-8>d NAILS TO FJ e (5)-Bd NAILS TO STUD I } — N 2nd FLOOR I I --- --------- ------I I -------- ----- E --- --- ---I--------------------------------------------------------I ALTERNATE WHERE FJ/STUD MI5ALIGN5: Il►K� -------------- 2„ W __�-- ------- 2 W 3 W 1-1/2 W r-- --- 1-1/2" W 1-1/2" W 2" W 3" W 2" W I S M0P50NOR O12 5;(ST 5-BdANAILS TO FJ,(5)-8d NAILS TO PLATES : 2 W --------- 2 I y I G.O. 3' W i I G.O. 2 W 3 W I I PLATES TO STUD: G.O. _ I_ -------------------------------------------------------� SIMPSON H2.5;(5)-8d TO PLATES, (5)-8d TO STUD -------------------------- - ------------- ---------------------------- ------- -------------------------------------------- CEILING - - - KITCHEN -- - - - - - - - - - - - - - POWDER BATH I O — — — — — 2x ROOF RAFTERS AT 16" O.G. — — — — — — — — — I U5E GALV. HURRICANE TIE BETY,IEEN >1 } } �� EVERY RAFTER AND THE ROOF BEAM ��— , DETAIL,. AT FLOOR 2x CEILING JOISTS AT 16" O.G. V USE (3)-16d NAILS AT RAFTER Lu LAVWG I I WG CANTILEVERS SrzTf5AGfGS HEEL JOINT CONNECTION R (�- " X KIT SINK X I . 3 LAV. SCALE: NT5 ROOF BEAM (SEE PLAN FOSIZE) DW m m 1 I PRESERVATIVE TREATED ASSEMBLE WITHI d NS N I TUB I 12" O.G. STAGGERED ALONG LENGTH I I I VENTED VINYL SOFFIT Ix8 TRIM BOARD ----- -- --- ------------------ � UPLIFT GONNEGTION5: G518 GALV. COIL STRAP 1st FLOG -------------------- -------- ---------------------------------------------------- -------------------------- - 2:� 1,q I-I/2" W 3" W I-I/2" W 3" W 2 W 1 G.O. 2" W G.O. 2" W 3" W G.O. 2" W 3" W USE (2) AT EACH POST,TOP $ BOTTOM I 5/4"xb" DECKING (4)-I0d NAILS AT EACH END ----------------------------------------- -------------7 PERPENDICULAR TO JOISTS I CEILING G.O. 4" W —{I F A I (2)-8d THREADED NAILS OR 4x4 WOOD COLUMN (2)-No. 8 WOOD SCREWS AT `� W i 4" I EACH SUPPORTING MEMBER A [R501.1] REST DIRECTLYONFLOOR BEAM I1 FLOOR BEAM (SEE PLAN FOR SIZE) FLOOR JOISTS or UG313 PRESERVATIVE TREATED (SEE PLAN FOR SIZE) ASSEMBLE WITH TWO ROWS OF 10d NAILS FL.UMB I NO RISER D I AORAM / I L UG53 PRESERVATIVE TREATED 16" O.G. ALONG EACH EDGE [R51.5] 5GALE: NTS —/ TO APPROVED 0 HOUSE TRAP I SANITARY SYSTEM GRADE I i 4x4 WOOD P05T BASEMENT FLOOR I UC3B PRESERVATIVE TREATED Z -----------------•---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------� (� PB44 HOT-DIPPED GALV. !�- P05T BASE ANCHOR t m f-- J-i-! m u to 12",Ib x 6-0" HIGH P.G. COLUMN WITH (2)-#4 Z W Z VERTICAL REBAR ON } z Q TYPICAL ROOF R-3Q 24" x 24" x 12" DEEP P.G. FOOTIING WITH (2)-#4 -1 u Z W ASPHALT ROOF SHINGLES OVER 15# FELT OVER REBAR EACH WAY, REBAR 4" ABOVE (� Iv �-- >, Q Z STRUCTURAL PANEL SHEATHING OVER BOTTOM w z Q zZ 2x10 RAFTERS AT 16" O.G. Lu p- T- O W 1.15 x 14 LVL STRUCTURAL RIDGE R-39 6" THICK 01 -DELL SPRAY POLYURETHANE FOAM (SPF) 0. >` !ll 013 FORCH I7ETA I (SEE ROOF PLAN FOR POST LOCATIONS) WITH Y2° GYPSUM WALLBOARD OR OTHER THERMAL BARRIER[R316.4] U) O 11/ <} Q W_ OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.6] 7* �F I GAL. L_ a 12 SCALE: NTS Y �/ O Q R 11�OE TENS 1 ON 57 AF: —I Q WRAP STRAP OVER RAFTER (5) 10-d COMMON NAILS AT EACH END OF STRAP - X 1 i—! 2x4 COLLAR TIE I GABLE WALL INSULATION (OPTIONAL)O.G GONTINUOU5: R-5 I-INCH RIGID FOAM XPS (OONAL) j I GAVITY: R-13 2" SPF SEALED ATTIC, (INDIRECTLY GONDITIONED) (BEYOND SECTION) 2" SOLID 2x8 GJ AT 16 O.G. CD SMOKE d G.O. WOOD BLOCKING f�E®DETECTOR IN ATTIC T530G STRAP-TIE AGH RAFTERNOTE: ALL DUCTS SHALL BE "TYPIC X RI R KA - O 1 2" GYPSUM -I/4 WIDE 20-CUAGEO LOCATED IN THE ATTIC, /2x4 STUDS AT 16" O.G. INTERIOR SECOND STORY BOARD FINISH ALVANIZED STEEL STRAPjt+" EAGH 51DE OF WINDOW AND RAfTT=R TO ST I� : (2)-2x4 TOP PLATE;2x4 50LE PLATE WALL CAVITIES AND SECOND WRAP STRAP OVER RAFTER (2)-2x8 HEADERS UNLESS OTHERWISE NOTED ON PLAN n FLOOR PLATFORM. MIN. R-6 DOOR OPENINGS. INSTALLxi R-15 UNPAGED FIBERGLASS BATT CAVITY INSULATION � DUCT INSULATION IN ATTIC. STRAP FROM TOP OF TOP (4) 8-d COMMON NAILS AT EACH END OF STRAP VINYL SIDING OVER HOU5EWRAP OVER R-5, I" XP5 INSULATION z r PLATES TO JACK STUD. [� ��[j dLC Q 8 2021 ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED OVER 1/2" STRUCTURAL PANEL SHEATHING G5-W5P MINIMUM LENGTHI BELOW IAN MANUFACTURER'S SPECIFICATION J w HEADER = LENGTH ABOVE WHERE RAFTER ALIGNS WITH STUD HALL LAUNDRY W,I.G. N N BOTTOM OF HEADER BEYOND SECTION (2)-1.15 x 11.815 LVL Q Qm DOUBLE-FRAMED 3/4" SUBFLOOR _ Q r STAIRWELL (TYP) 0 Q N 11,805 TJI-560 FJ AT I6" O.G. R-13 2" GLOSED-CELL O SPF AT RIM JOIST p N LL nomn,, r TYPICAL INTERIOR WALL N I I Q O Q 1� m 2x4 5TUD5 AT I6 O.G. I ( (2)-1.15 x II.815 1/2 GYPSUM � (2)-2x4 TOP PLATE;2x4 SOLE PLATE I I LVL FL HDR BOARD FINISH ° O 3 O _ 1�lAL_L_ STUD TO 1�1AL_L_ 5TU17 : � GYPSUM WALLBOARD ON BOTH SIDES STRAP OVER OR UNDER SHEATHING 15t FLOOR PLATFORM R-13 2" GL05ED-GELL 5PF 2x8 PLAT (4) 8-d COMMON NAILS AT EACH END OF STRAP WOOD FLOORING OVER 3/4" PLYWOOD SUBFLOOR AT RIM JOIST _ SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 8 2 x 12 FLOOR JOISTS AT 16" O.G. I I 6 0 p z cSJ PANTRY TENSION STRAP I NO 0 4 _ d- GR055 BRIDGING AT MIDSPAN j� 11.. I/2" GYPSUM I I HALL p ,�T l�I�L.L. O�'�N I NOS � °o x � Q SILL CON5TRUGTION: BOARD N 1UL!� 2x6 P.T. (UG3B) SILL ON TERMITE SHIELD FINISH I I 1 y — U q < 0 Q ON SILL SEAL WITH 1/2" ANCHOR BOLTS SCALE: NTS LU Lu_ Z 1 FINISHED FLOOR W�_ a (SEE TYPICAL WALL DETAIL) STAIRS Z o 0_x F N _ nn (3)-1.'15 x 11.8'75 FINISHED GRADE d Q OL LVL GIRDER 1/2" GYPSUM FINISH GRADE (4)-3/8" LAG SCREWS BOARD FINISH SLOPE 6 IN 10 MIN. AWAY FROM BUILDING STUD TO 5ILL FL_ATE : o BASEMENT W - D I REGTLY CONDITIONED) WRAP STRAP UNDER SILL PLATE PER GORE 2x8 PLAT LU ((o) 8-d COMMON NAILS AT EACH END OF STRAP ' IL O W dJ FULL HEIGHT R-11 BLANKET WALL Q 1L SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 5 INSULATION AS MANUFACTURED BY dJ F=- o f/ ERTAINTEED CORP. A5TM E84 MAX. t= dJ 1/2 GYPSUM --- FLAME SPREAD INDEX ; 25 O a Q BOARD MAX. SMOKE DEVELOPED INDEX 5 50 m ' � ° e 4" P.G. FLOOR SLAB TOP OF BASEMENT SLAB DATE: FEBRUARY 2021 48" x 48" x 14" DEEP SECTIONS $ 10' POURED CONCRETE FOUNDATION STEM WALL P.G. FOOTING DETAILS VERTICAL REINFORGEMENT: NOT REQUIRED FOR SAND 8 GRAVEL 501L5 (GW,GP,5W, 5P) w/#5 REBAR AT 8" ON-GENTER E.W. HORIZONTAL REINFORGEMENT: #4 REBAR AT MID-HEIGHT OF WALL STORY HI OH-lel I N�) UFL_ I FT STRAFF I NO ONE TOP BAR WITHIN 12" OF TOP OF WALL UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING DRAWING NUMBER SCALE: NTS MINIMUM 3'-0" BELOW GRADE SECTION A NOTE: ALL METAL 5TRAPPIN5 SHALL BE 1 1/4" x 20 GAGE (51MP50N 0520 COILED STRAP). SCALE: 1/4" = I ft A -7 STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTE5 INDEXED TO "2020 RE51 DENTI AL GODE OF NEW YORK STATE m RI01.1 UNIFORM CODE, All work shall conform to the New York State Uniform Fire Prevention and BUilding Code - Iq WORR TABLE 8301.2(1) WIND COMPLIANCE PATHWAY NOTES andublications incorporated reference therein. Z p Z CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA IL A O O RIO5.2 BUILDIN6 PERMIT, A building permit shall be Issued by the WIND DESIGN SUBJECT TO DAMAGE FROMOD WIND DE51ON STANDARD: 2020 RCNI'5 Town prior to the start of work. A copy of the building permit v - GROUND SEISMIC WINTER ICE BARRIER AIR MEAN ULTIMATE ME51ON WIND SPEED: OBTAINED FROM and approved construction documents shall be kept on-site DESIGN Frost line DESIGN UNDERLAYMENT HAZOARDS FREEZING ANNUAL https://hcizarcls.otcouncil.org FOR THE PROJECT LOCATION: until project completion. SNOW Speed Topographic Special wind Windborne Weathering Termite TEMP REQUIRED INDEX TEMP LOAD (mph) effects region debris zone CATEGORY depth N 41.0051 W "72.56650 TH15 NEW RESIDENTIAL STRUGTURE UTILIZES RI06.3 DE51ON PROFESSIONAL, A Certificate of Authorization Is ZO WIND DESIGN 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE PRE-ENGINEERED WOOD CONSTRUCTION filed with The State Education Department entitling D'Amaro O W 20 psf 127 None No No B Severe 36" M to H 15 OF Yes None 5990F-DAYS 51.0° F /301 2r'S)B FOR FLOOR FRAMING AND ROOF= FRAMING. Engineering and Surveying,P.G. ("Designer") to provide IL MEAN ROOF HE-1614T 15 NOT GREATER THAN 30 FEET [TABLE professional engineering services. However,the Designer has not been retained to provide construction engineering, MANUAL J DESIGN CRITERIA-Central Islip THE OWNER SHALL NOTIFY THE TOWN AND p g g. 8301.2(3)] supervision nor Inspection,and therefore is not responsible Winter Summer Altitude correction Indoor design Design temperature Heating temperature AFFIX THIS 51GN IN ACCORDANCE WITH for work performance of the builder. The builder spall O Elevation Latitude EXPOSURE CATEGORY: EXPOSURE B TITLE 19 NYGRR PART 1265. immediate) notify Designer, In writing, If there is an h 111 heating cooling factor temperature cooling difference y y 9 9 y g g COMPONENT AND CLADDING LOAD5 [TABLE R301.2(2)] DO NOT discrepancy found between field conditions and plan to W 70 ft 41° North 150 99% Outdoor DB 85° 1% outdoor DB 0.997 70°F 75°F 55°F REQUIRE ADJUSTMENT GOEFFIGIENT5 [TABLE R301.2(5)] dimensions,especially with regard to existing construction. ZO to O MAIN ROOF UPLIFT CONNECTION FORGE = 200 plf (2&'-0" roof /301.2.1 WIND DESIGN: in accordance with Figure -Cooling temperature Wind velocity Wind velocity Coincident Daily range Winter Summer _ gpon, 140 mph, itch greater than 5:12) [TABLE R802.11] Ig a R301.2(5)B, wind N N humidity humidity p design Is not required. This building is designed in W O O difference heating cooling wet bulb y y WALL-TO-WALL UPLIFT CONNECTION FORGE = 140 plf accordance with the wind provisions of the 2020 ROWS. I- 1 0°F 15 mph 7.5 mph 72°F Medium 16°F to 25°F N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 80 pif R3o12.12 PROTECTION OF OPENIN&5: This building In not located 0 Q UPLIFT METAL FRAMING CONNECTORS ARE REGUIRED AT TOP In a Windborne Debris Region. cv OF ALL BRACED WALL PANEL5 [/602.3.5]. /3012.4 FLOODPLAIN: This building Is not located In a flood hazard area. R3015 LIVE LOADS: Minimum uniformly distributed live loads: jp1C1 1 Attics without storage 10 psf,Attics with storage 20 psf, O Balconies b decks 40 psf, Rooms other than sleeping rooms TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) 40 psf,Sleeping rooms 30 psf, Stairs 40 psf Z /301.6 ROOF LOAD: Roof Design Load is based on the greater of the Ground Snow Load (20 psf,applied per A5GE-"7) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table R301b. Span table ITEM DESCRIPTION OF BUILDING ELEMENTS a,b,o SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENERa'b,c SPACING AND LOCATION NOMINAL MATERIAL a b design corresponds to the 30 psf ground snow load column to OF FASTENER THICKNESS DESCRIPTION OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load conditions. Roof Floor inches (inches) support (inches) (inches) /301.8 NOMINAL SIZES: Dressed lumber dimensions specified on 4-8d box 2 (inches) 1 ++ ++ ;Or these plans are nominal sizes. Engineered wood dimensions 4-8d box(2%2"x 0.113");or ( / x 0.113 ) g (LVL,PSL I-joists, Iu-lams,etcJ are actual dimensions. 1 Blocking between ceiling joists or rafters to top plate 3-8d common(2%"x 0.131");or Toe nail 21 Joist to sill,top plate or girder 3-8d common(2%"x 0.131")• or Wood structural panels,subfloor,roof and wall sheathing to framing and particleboard wall sheathing to framing j g „ „ • Toe nail 3 3-10d box(3"x 0.128");or 3-IOd box(3 x 0.128 ),or Staple 15 ga. 1 / 4 8 R302.1 FIRE-RE-515TANT EXTERIOR WALL5: All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131"nails Up to% 0.097-0.099 Nail 2 X 3 6 projections shall be located at least 5 feet from lot lines and are not fire-resistance rated. 8d box(2%"x 0.113") 4" o.c. toenail Staple 16 ga. 1 % 3 6 R302A FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 4-8d box(2 1/2"x 0.113");or 0.113 Nail 2 3 6 WALL5 AND GEILIN65: Gypsum wallboard is a Glass A finish 3-8d common 2%"x 0.131" • or Rim joist,band joist or blocking to sill or top plate gd common(2 y"x 0.131")• or 2 Ceiling joists to top plate ( )+ Per�oist,toe nail 22 roof applications also " ++ • " 19 s Staple 15 and 16 a 2 having a F51 = 15 (req•'d max. 200) and a 5DI = O (rectd max. 3-10d box(3"x 0.128"); or ( PP ) l Od box(3 x 0.128 ),or 6 o.c. toe nail /2 and X p g 4 8 450);and complies with Code. 3-3"x 0.131"nails 3"x 0.131"nails 0.097 -0.099 Nail 2 X 4 8 " n 1 n n . Staple 14 a 2 8302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter,laps over 4-10d box(3 x 0.128");or 3-8d box(2/ x 0.113");or P g • 4 8 INSULATION: Exposed insulation that Is not Installed in 3 partitions [see Sections R802.3.1,R802.3.2 and Table 3-16d common (3 %"x 0.162");or Face nail2-8d common(2%"x 0.131"); or 2s 3 Staple 15 ga. 1 4 3 6 concealed spaces having substantial contact with cavity /802.5.1(9)] 4-3"x 0.131") 23 1 x 6 subfloor or less to each joist 3-10d box(3"x 0.128");or Face nail /2 and surfaces shall have a I < 25 and a SDI < 450. See plans - 2 staples, 1"crown, 16 ga., 1 %4" long Staple 0.097-0.099 Nail 2 X 4 8 for exposed Insulation values. Ceiling joist attached to parallel rafter(heel joint) le 16 ga. 2 4 g 8302.11 FIRE BLOCKING: Use approved material to fireblock 4 [see Sections R8023.1 and R802.3.2 and Table Table R802.5.1(9) Face nail 3-16d box(3%"x 0.135");or Staple 14 ga. 2 X 4 g around all penetrations of the floor and ceiling planes,and R802.5.1(9)] 24 2 subfloor to joist or girder t „ Blind and face nail 2-16d Common 3/ x 0.162 t where otherwise specified by the 2020 ROWS. ( ) 0.113 Nail / 3 6 1 � 4-1Od box(3"x 0.128");or 3-16d box(3%"x 0.135"); or Staple 15 ga. 2 4 g /302.12 ORAFTSTOPPIN&: Not needed for this project. 5 Collar tie to rafter, face nail or 1 X"x 20 ga. ridge strap 3-1 Od common(3"x 0.148");or Face nail each rafter 25 2 Planks(plank&beam- floor&roof) 2-16d common (3 z"x 0.162) At each bearing,face nail t 0.097-0.099 Nail 4 g 8302.13 FIRE PROTECTION OF FLOORS= Not needed for this to rafter 4-3"x 0.131") t „ • � project under Exception 4. 3-16d common(3/ x 0.162 ),or SPACING O FASTENERS NOMINAL MATERIAL a b 8302.14 GOMBUSTIBLE INSULATION CLEARANCE: Recessed 4-1 Od box (3"x 0.128"); or DESCRIPTIONa, OF FASTENER AND LENGTH 3-16d box(3%"x 0.135");or 2 toe nails on one side and 1 toe 26 Band or rim joist to joist 4-3"x 0.131"nails or End nail THICKNESS Edges Body of panels luminaires shall be IG-rated I/A/W NIIO2.4.5 with separation 3-1 Od common(3"x 0.148");or >inches 6 Rafter or roof truss to plate „ „ nail on opposite side of each rafter 4-3"x 14 ga. staples, %6" crown (inches) (inches) (inches) (inches) from insulation per listing. 4-lOd box(3 x 0.128 ),Or or truss' R308.4 HAZARDOUS &LAZING LOCATIONS: Tempered glass or iy ll-- 4-3"x 0.131"nails Nail each layer as follows: 32" o.c. Floor underlayment; plywood-hardboard-particleboard r-fiber-cementh other approved safety glazing material shall be installed In 11'' ,, O 20d common (4"x 0.192")' or and adjacent to door panelLU s;within 60 Inches of wet surfaces; m W ' at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. m z 4-16d box(3Y2"x 0.135");or p ay c lLi Z 3-1 Od common(3" x 0.148");or IOd box(3"x 0.128"); or 24" o.c. face nail at top and bottom 3d,corrosion-resistant,ring shank nails R3oa.l GARAGE FLOOR SURFACE: Dara a floor shall be 5-inch V- Toe nail 3 6 g } Q't d) z 4-10d box(3"x 0.128");or 3 x 0.131 nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-Inch per foot toward vehicle m - - -i ly O -1 W Roof rafters to ridge,valley or hip rafters;or roof rafter 4-3"x 0.131"nails 27 Built-up girders and beams,2-inch lumber layers entry doorway. r[\ \ ,�- d) Z W And: Staple 18 ga., 8 long,4 crown 0 r 0 Z 7 ++ ++ • finished flooring other than the 3 6 R3lo EMERGENCY ESCAPE AND RESCUE OPENINGS: It Is the O )_ dJ (1- z to minimum 2 ridge beam 2-20d common 4 x 0.192 or ( g ) Z t 3-16d box(3 X"x 0.135");or ( )° Face nail at ends and at each splice X builder's responsibility to verify that window units supplied by < Q- O W 2-16d common(3 %2"x 0.162");or 3-IOd box(3 x 0.128 );or 1 ]t 4 long x.121 shank x .375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for IL V W 0 O End nail 3-3"x 0.131"nails (galvanized or stainless steel roofing nails for tile finish 8 8 emergency escape and rescue openings where required. Q J ^- O 3-1 Od box(3" x 0.128");or (g ) g ( ) fy I- m iX d 3-3"x 0.131"nails4-16d box 3%"x 0.135" 1 longNo8 x 375 head diameter,ribbed wafer-head screws R311.1 5TAIRHAY53 Interior stairways shall be pre-assembled O O > <>:( )�or , . . , 8 8 wood units. The maximum riser height shall be 8-1/4 Inches and (� rr nn �y 4 Wall 3-16d common 3 X"x 0.162" • or (for tile finish) the minimum tread depth shall be cl Inches,plus nosing where V I p O „ 28 Ledger strip supporting joists or rafters „ ( )� At each joist or rafter,face nail required. Provide handrails per Code. A -7 ( panels) lOd box(3o x(0.128)oor62 ) 24 o.c.face nail 4-1 Od box(3 x 0.128 ),or Plywood (a-\1 8 Stud to stud not at braced wall anels 4-3"x 0.131"nails 1 1/4 ring or screw shank nail-minimum R312.1 GUARDS: Walking surfaces more than 30 Inches above 16 o.c.face nail „ . 12%ga. (0.099")shank diameter 3 6 rade,and steps leadingthereto,shall have guards that Z 3"x 0.131" nails 2-1Od box(3 x 0.128 ), or 2-8d common X and%6 conform to Code. 29 Bridging or blocking to joist 2%"x 0.131" • or 2-3"x 0.131"nails Each end,toe nail 16d box(3%"x 0.135")•or !: ( )+ Staple 18 ga., X%6 crown width 2 5 R3i22 WINDOW FALL PROTECTION: Windows with sills less than Stud to stud and abutting studs at intersecting wall „ 12 o.c,face nail SPACING OF FASTENERS " g 3 x 0.131 nails 11 s is i 1 X ring or screw shank nail-minimum a 24 above finished floor and greater than '72 above grade corners(at braced wall panels) /2, /x, /2 and/ a 0.0 6 8 shall be protected per Code. 16d common(3 y2"x 0.162") 16"o.c,face nail TEM DESCRIPTION NUMBER AND Edges Intermediate 12% ga. ( 99") shank diameter 16d common 3 y2' x 0.162" 16"o.c.each edge face nail OF BUILDING ELEMENTS TYPE OF FASTENERS.ble g h supports',' 1%rip or screw shank nail-minimum 8314 SMOKE ALARMS AND HEAT DETECTION: Interconnected ( (inches) g 3 6 smoke alarms,carbon monoxide alarms,and heat detection 10 Built-up header(2'"to 2"header with%2° spacer) 16d box(3%"x 0.135") 12"o.c.each edge face nail (inches) I9 % 2%2 and 4 12%ga. (0.099")shank diameter alarms shall be Installed at all locations shown on the plans. r ° ` 1, /2� s, Wood structural panels,subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 ga., / 6 8 .-„,�. '�"°` 0 '« 5-8d box(2Y2" x 0.113");or see Table/602.3 3 for wood structural ane) exterior wall sheathing to wall framing] r R315 CARBON MONOXIDE ALARMS: install at all locations c: ��:[. i � 11 Continuous header to stud 4-8d common(2Y2" x 0.131 ),or Toe nail [ O p g gl Hardboard speclfled on the plans. �,, 4-1Od box(3 x 0.128 ) 30 Y81t -Y211 6d common(2 x 0.113 )nail r 1/long ring-grooved underlayment nail 6 6 R317 WOOD DECAY PROTECTION: Lumber specified 1n the plans 16d common(3 1/2" x 0.162") 16"o.c. face nail (subfloor,wall) 6 12 0.200 4d cement-coated sinker nail 6 6 as pressure preservative- treated (p.TJ shall be In accordance with MPA UI for the Intended use and location. 31 I%2" - 1" 8d common nail(2Y2"x 0.131" 6 12f Staple 18 a g lop (plastic coated 3 6 Fasteners shall be hot-dipped galvanized steel, stainless 12 Top plate to top plate 10d box(3"x 0.128");or ( ) P g •> 12 o.c.face nail '•� g p ) Pp 9 steel silicon bronze, copper or I/2" diameter or greater �•.. . o'i 3"x 0.131"nails lOd common(3"x 0.148")nail;or Particleboard pp g ',�,� �.,t "•-�,.FS..�,✓±`. 32 1%" - 1%4" i :: ,: 6 12 steel bolts. 8d(2/ x 0.131 )deformed nail 4d ring-grooved underlayment nail 3 6 B 7 3 R401.4.1 GEOTECHNICAL, Footings and foundations shall rest on r p t• 1 „ Other wall sheathing /a Staple 18 ga., /long, /6 crown 3 6 undisturbed soil with a minimum load-bearing value of 2,000 D§_ I1!EREO dEEC 0 0 2021 8-16d common(3/2 x 0.162 );or Face nail on each side of end joint7 psf. Visual) graded soils that have this load-bearing 1 1/2 galvanized roofing nail, /6 head 6d ring-grooved underlayment nail 6 10 p y g 9 value 13 Double to late splice 12-16d box(3Y2"x 0.135");or (minimum 24"lap splice length 33 %" structural cellulosic fiberboard sheathing 1 „ 3 6 x include 6W 4 6P-gravel and sandy gravel;6M 4 6G-silty and p p I each side of 12-1Od box(3"x 0.128");or end joint) diameter,or 1 crown staple 16 ga., 1 /4 long Staple 16 ga., 1 I/long,%crown 3 6 clayey gravel;SW a 5P-sand and gravely sand;5M s 56-silty and clayey sand. Unsuitable subsoll material encountered 34 12-3"x 0.131"nails 1 4" galvanized roofing nail, %6"head 3 6 Y2, 6d ring-grooved underlayment nail 6 10 durin excavation shall be excavated and replaced In-situ t- /2 fiberboard sheathing diameter,or 1" crown staple 16 ga., 1 %4" long Staple 16 ga., 1 %long,%crown 3 6 with /4 crushed stone to a minimum depth of 8 Inches or AOBE. O=O 0 Zs :: structural cellulosic 16d common(3 y" x 0.162") 16"o.c.face nail d 1 XZ" galvanized roofing nail; staple galvanized, R4022 CONCRETE, Basement walls, foundation walls,exterior O tt Bottom plate to joist,rim joist,band joist or 1 35 t/2 gypsum sheathing 1 y2" long; 1 1/4" screws,Type W or S 7 7 For SI: 1 inch=25.4 mm• walls and other vertical concrete work exposed to the Q tL 14 16d box(3/2 x 0.135 ),or :: weather shall be air entrained stone concrete with a minimum blocking(not at braced wall panels) „ 12 o.c.face nail 3 compressive strength of fo=3,000 psi at 28 days. Porches, u- D- 3 x 0.131 nails s „ d 1 /4 galvanized roofing nail; staple galvanized, p g p y . O r 36 / gypsum sheathing s „ s ,: 7 7 a. Nail is a general description and shall be permitted to be T-head modified round head or round head. carport slabs and steps exposed to the weather,and garage c O (� m 3 each 16"o.c. face nail 1 / long; 1 / screws,Type W or S g P p floor slabs shall be air entrained stone concrete with a O Bottom plate to joist,rim joist,band joist or 3-16d box(3%" x 0.135");or b. Staples shall have a minimum crown width of%6-inch on diameter except as noted. minimum compressive strength of f'c=3,500 sl at 28 days. 15 2-16d common(2%"x 0.162");or 2 each 16"o.c. face nail Wood structural panels,combination subfloor underlayment to framing p P p 9 p y . � O blocking(at braced wall panel) C. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. 4-3"x 0.131"nails 4 each 16"o.c. face nail s 6d deformed(2"x 0.120")nail;or 8403.1.4.1 FR05T PROTECTION, Exterior footings and foundations O ~ 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. systems shall extend below the frost line, e, o a minimum 37 /4 and less 8d common(2%"x 0.131")nail y I. • t 4-8d box(2%"x 0.113");or 1 d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 3'-0" below finished grade. O U - 3-16d box 3%"x 0.135" ;or „ - 8d common(2/ x 0.131 )nail;or C. For 5-ply panels,intermediate nails shall be spaced not more than 12 inches on center each way. ( ) 38 /g 1 1 „ 6 12 R404.1.'T BACKFILL: Backfill shall not be placed against Toe nail 8d deformed(2Y2"x 0.120 )nail £ Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minimum of'i days. Brace to - O O 4-8d common(2 2" x 0.131");or y • p � i - 4-lOd6ox(3"x 0.128") or lOd common(3"x 0.148")nail or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speer is less than and bottom of wall during backfill placement. Q _ d- 39 1 g" - 1 X" t :: :: 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using LH O X La �- 16 To or bottom late to stud 4-3" x 0.131"nails 8d deformed(2/ x 0.120 )nail R502.1 WOOD FLOOR FRAMING: Load bearing dimension lumber O Y u I �O P p the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer N !x 3-16d box(3 y" x 0.135");or y Category lumber (LVL) shall have a minimum Fb=3,100 psi and modulus W U < < ( Z h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336 Cate o C. .,L 2-16d common(3%"x 0.162");or For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. E=2.o x l0 6. v End nail v 3-IOd box(3"x 0.128");or 8602 WOOD WALL FRAMING: Load bearing dimension lumber shall d < Z 3-3"x 0.131" nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and be Douglas fir-larch No. 2 or better. Studs shall be a minimum �- Q TABLE R602.3(3) RE REQUIREMENTS FOR WOOD STRUCTURAL PANEL grade lumber. ~ sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of Q No. 3,standard or stud r � � •� 3-10d box(3"x 0.128");or 0,192 inch 20d common nail 90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch and 100 a,b,e ( )� g g � WALL SHEATHING USED TO RESIST WIND PRESSURES R7o2.3 GYPSUM BOARD, All interior walls to be covered with� � OL 17 Top plates, laps at corners and intersections 2-16d common(3 X" x 0.162");or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped,spockled and painted;unless otherwise to - fV 3-3"x 0.131"nails noted on plans. Q b. Staples are 16 gage wire and have a minimum /6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN V In MINIMUM WOOD MAXIMUM PANEL NAIL WIND SPEED V R�053 SIDING, Exterior wall covering shall be vinyl siding tested aL W 3-8d box(2,V2"x 0.113")• or c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or greater. MINIMUM NAIL NOMINAL utc g y g � STRUCTURAL WALL STUD SPACING the manufacturer for use In high-wind re Ions and installed J 1L ,! „ . d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. PANEL (mph) g O 0 O 2-8d common(2 X x 0.131 ), or PANEL SPAN SPACING with fasteners In strict accordance with the manufacturer's W W 18 1"brace to each stud and plate „ Face nail e. Spacing of fasteners not included in this table shall be based on Table R602.3 2 THICKNESS instructions for high-wind regions. Use stainless steel nails for 1L O 2-lOd box(3 x 0.128 ), or p g ( )• Penetration RATING (inches) Edges Field Wind exposure category � g f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 Size inches ) fastening vinyl siding on buildings located within 3,000 feet of 2 staples 1 %4" (inches) (inches) (inches o.c.) (inches 0.0 B C D the ocean fine. inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less O 3-8d box(2%2"x 0.113");or than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but 6d Common 1.5 24/0 % 16 6 12 140 115 110 "02.1 WOOD ROOF FRAMING: Load bearing dimension lumber O m 2-8d common(2 X"x 0.131");or less than 140 mph. (2.0"x 0.113") for rafters,trusses,roof beams and ceiling joists shall be J 19 1"x 6" sheathing to each bearing „ „ . Face nail Douglas fir-larch No. 2 or better. 2-lOd box(3 x 0.128 ), or g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Common � 16 6 12 170 140 135 2 staples, 1"crown 16 a. 1 3/" lop sheathing shall conform to ASTM C 208. 1(2.5"x 0.131" 1.75 24/16 /6 R806 ROOF VENTILATION: Soffit vents shall be rovided with a P g � g g ) 24 6 12 140 115 110 P h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required minimum net free ventilating area of Xso of the area of the DATE: FEBRUARY 2021 3-8d box 2 y"x 0.113" or vented space within the soffit. Attic is unvented. ( )� blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges 3-8d common(2,V" x 0.131");or supported b framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to For SI: 1 inch=25.4 mm, 1 mile per hour=0.447 m/s. Ra052 ASPHALT 5HIN&LES: Asphalt strip shingle wrappers shall pP Y g q g g g p g P � �' � 9 Pp 3-10d box(3"x 0.128"); or the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be be labeled to indicate compliance with A5TM D-1158 Glass G 3 staples, 1"crown, 16 ga., 1 %4" long supported b framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 or H,or ASTM D-3161 Glass F,and shall be fastened In NOTES pp y $ g• accordance with the manufacturers Instructions to cochleve 1"x 8" and wider sheathing to each bearing !+ +i Face nail i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on inches on center shall be applied with panel strength axis perpendicular to supports. that rating. Use a minimum of six nails per strip shingle. Use 20 g g Wider than 1 x 8 b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 3,000 feet of i one side of the rafter and toenails from the ceiling joist to top plate in accordance with this schedule. The toe nail on saltwater. 4-8d box(2 „x 0.113 ),or Lateral bracing requirements shall be in accordance with Section/602.10. DRAWING NUMBER opposite side of the rafter shall not be required. 3-8d common(2 X"x 0.131"); or j. the he 1 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. c. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 R10062 AIR SUPPLY, All combustion air for factory-bu llt 3-10d box(3"x 0.128");or span rating. Plywood siding rated 16 o.c. or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be provided from the exterior of the dwelling 4 staples, 1"crown, 16 ga., 1 4" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. in accordance with the UL listing. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING JOIST DETAILS 1 Load bearing or braced/shear wall Plate nail-16d(0.135"x 3/2")at above(must stack over wall below) 1 12"on-center Load bearing or braced/shear wall above Plate nail, 16d(0.135"x 3 Y2') Plate nail, 16d(0.135 x 3/2") When sheathing thickness exceeds%", 2x stud wall at Floor panel nail- Blocking panel: 1%"Tie Rim Board,1 (must stack over wall below when present) 11 ALLOWABLE HOLES - TJI® J Joists to at 16"on-center at 16"on-center - No load bearing 0 trim sheathing tongue at rim board 16"on 8d(0.131"x 2Y2")at 6"on-center Ya"TimberStrande LSL or TJIe joist. g Z Z 1Y"hole in be cut 13 rJ Blocking panel: wall above Min.distance from Table A Min.distance from Table B y 9 P Web stiffener 1 ® 1 Plate nail-16d(0.135"x 3Y") Blocking anywhere in web out- 1/a"TJ Rim Board, 1/a required on both Web stiffeners required on 2x4 minimum Web stiffeners g panel: DO NOT side of hatched zone V TimberStrande LSL or at 16"on-center* 1Y6"Tie Rim Board, sides at A2W ONLY Sheathing both sides at A3.4W ONLY squash blocks required each side , © cur or notch flange. TJ joist Floor panel nail- IL 8d(0.131"x 2Y2")at 6"on-center* boundary nails, at B3W ONLY 1 a"TimberStrand LSL 8d 0.131"x 2/z a 1%"TimberStrand® or Tile joist O Web Stiffeners required 4"on-center ) LSL rim board. %6" Web stiffeners 6" O Rim-to-joist each side at A3. W B1 61 W required on both +• W nail - Toe nail-10d(0.131 O O sides of both joist 6" L, 2 x D1 D, Closely grouped round LZ 2 x L2 D2 6" 6" LL Toe nail, Toe nail, o When sheathing holes are permitted if 0 ® 1Ys"TJ" Rim Board(A3/A3W 9 7 12" x 3")at 6"on-center ends at B4W ONLY No Held cut minimum P minimum No freldcur Donor cut 10d(0.131"x 3") 10d(0.131 x 3") TJI rim joist only)or thickness exceeds/', Web stiffeners required DO NOT holes In (applies to all holes the group perimeter Holes In holes larger Y) min. End of joists at hatched meets re Uirements for hatched IL at 6"on-center at 6"on-center 1Y4"TimberStrand® LSL. trim sheathing tongue 3 „ on both sides at B1 W cut holes In cantilever except knockouts) q than 1/"In For rim board thicker than 1/ centerline zones round or square holes. zones cantilever Tile rim joist at rim board reinforcement. q uj Attach TJI Joist to nm board with one 10d 0.128"x 3" and B2W ONLY of support Z Web stiffener Toe nail-10d(0.131"x 3") - ( ) PP UJ required on both Must have 13/4"minimum at 6"on-center* Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels may be required Table A - End Support Ul W * sides at Al W ONLY * joist bearing at ends. Attach * support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe B2 B2W Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support O N 8(919(9 nail from side of arallel closure into rim board.p walls above orbelow-see detail B1 below-see detail B1 ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE nm joist per A3 detail. - - A3.4 A3.4* JOIST TJI® *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 A3.3 For additional installation specifications see Rim Board W DEPTH z' 3 a' S' sY" 7 s�/" t1' 13 z" 3 a' s' sy' 7 e1/ 11' 13" O O Nail through 2x cantilever,wood backer and O O O W Details and Installation in Weyerhaeuser Installation Guide 1 s"Tie Rim Board or IY4"TimberStrand® LSL. Tile joist web with 2 rows 10d 0.148"x 3") 110 1'-0" 1'-s" 2'-0" 3'-0" s'-o" 1'.0" 1'-s" 2'-s" 3'-s" a'-s" Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. Blocking J ( 210 r-0" r•6" 2'-6" T-0' s'-6" r-o" 2'•0" 2'-6" 4'-0" 5'-0" < dJ for Floor and Roof Framing,TJ-9001. Nail with 10d 0.131"x 3" nails,one each at p nails at 6"on-center,clinched. 9�" Q - ( ) panel 230 1'-6" 2'-0" 2'-6" 3'-6" 5'-6" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3%")nails with 3Y"Tile 360 1'-6" 2'-0" T-0" 4'-0" 6'-0" 1•-6" 2'-6" 3'-6" 5'-0" 5'-s" (V (V with connections equivalent to floor panel joist flange widths. 560 1'-6" 2'-6" T-6" 5'-0" T-0" 2'•0" T-0" 4'-0" 5'-6" 6'-0" 6'-0"length of TJI®joist 8"diameter maximum hole for 117/"- , schedule. 110 r-o" r-0" r-6" 2'.0" 2'-6" T-0" 5'.6" V-0" r-6" 2'-0" 2•-6" 4'-6" s'-0" 6'-0" ik 1_ reinforcement and filler 16"deep blocking panels;6"diameter 1/s"Tie Rim Board 1Y"TimberStrand® 1 LSL.Nail with 10d(0.131"x 3")nails, 117W. 1 210 1'-0" 1'-6" 2'-0" 2'-0" 3'-0" 3'-6" 6'-0" 1'-0" 1'-6" 2'-6" 3'-0" 5'-0" 5'-6" 6'-6" 4'-0"length of 8"diameter maximum hole for 117/6 - block. Use 4'-0"length maximum for blocking panels 9/2"deep Attach reinforcement to joist 11/' 230 v-0" 1'-6" 2'-0" 2'-6" T-0" T-6" s•-s~ 1'-0" T-0" 2'-6" T-6" 5'-6" 5'-6" T-0" one each at top and bottom flange. with one 8d(0.131"x 2Y2") 360 r-6" 2'.0" T-0" T-6" 4'-6" 5'-0" r-0" r-6" 2'-6" T-6'• 4'-6" 6'-6" 6'-6" 7'-6" 3/4"reinforcement on 16"deep blocking panels;6"diameter with 9Y"and 11%6"TJI® or shorter than 12"long. sso 1'-s" 2'-s" 3'-0" a'-o" s'-s" s•-o" s'-o" z'-s^ 3'-s" a'-s" 5'-s" 7'-0" 7'-s~ 8'-0"- Web diameter maximum hole for 11 1 Do not cut flanges. Attach reinforcement to joist nail at each corner one side at E2,both maximum for blocking panels 9/2" joists. 9 1 F1 applies to 110 r-0" •r-0" 1'-0" r-0" r-6" 7-0^ 3'-0" F-s" r-o" r-0" r-6^ 2'-0" T-6" a'-o' 6'-o~ 8'-0" Web stiffeners %8'-16"deep blocking panels;6" sides at E3 deep or shorter than 12"long. with one 8d corn0. er "x2/2") Horizontal blocking uniformly 210 1'-0" 1'-0" 1'-0" 1•-6" 2'-0" 2'-6" 3'-6" 6'-0" 1'-0" 1'.0" 2'-0" 2'-6" 4'-0'• 4'-6" 6'-6" 8'-6" Load from above required on both diameter maximum for blocking Do not cut flanges. 1Ye"Tie Rim Board 1Ya" nail at each corner panels between each loaded joists 14" 230 1'-0" 1'-0" 1'-0" 1'-s" 2'-6" 2'-6" 4'-0" T-0' 1'-0" 1'-0" 7-0" T-0" 4'.0" 5'.0" 7•-0" 9'.0" sides at E1 W ONLY panels 9Y2"deep or shorter than TimberStrand®LSL.Nail with joist. Nail to top plate with only. 360 1'-0" r-o" r•6" 2'-6" 3'-s" a'-o" 5'-6" 8'-0" v-0" r s° r-6" a'-o" 6'-0" 6'-6" 8'-0" 9'-6" 12"long. 10d(0.131"x 3")nails,one 12"length of 34" connections equivalent t0 Wood b vt� sso 5'-0" 6'-6" 9'.0" 1'-6" T-0'• 4'-0" 5'-0" 7'-0" T-6" 9•-0^ 10'.0" Y16 Do not cut flanges. 1%"Tie Rim Board or 1%4" each at top and bottom flange. reinforcement on floor panel schedule. backer a .tet � -s" 2'-6" T-6" F-o" r-0" r-0" r-0" 7-0" 3'-0" 3'-6^ 6'-6" e'-o" 1 r-o" O TimberStrande LSL. Nail with one side at E5, 3 �aeaa9° 16» 230 R 1'-0" 1'-0" 1'-0" 1'-6" 1'-6" 3'-0" 4'-0" T-0" 1'-0" 1'-0" 1'-0" 2'-0" 3'•6" 4'-0" T-0" 9'-0" 11'-0" 12"length Of/" l�(� gt G \O 3so 1'-0" 2'-6" 4'-6" 6'-6" 9'-0" 1'-0" 1'-0" 1-6 3' 5'-6" 10d(0.131"x 3")nails,one Attach reinforcement to both sides at E6 reinforcement on ones a X12 �e� �R` each at top and bottom flange. joist web with 3 rows Full depth verticalid a�i� �° ��f° sso - r-o" r o^ "' 7-6" 3'-0" s-o" r-6" 10'-0" •r-0" z'-0" T-0" 4'-6" 6'-6" T-0" 10'-0" 11'-0" 12.4, blocking between at ET both sides at E8 F1 ° �e�9 la 10d(0.148"x 3")nails at 6" 9 a" 5" s' r s" 10" 12" 15" 17" a" 5" s" 7" a" to 12" 1s 17" - Attach reinforcement On-center,clinched.Use 2 each joist 360 1'-0" 1'-0" 1•-0" 1'-0" 2'-0" 4'-0" 5'-6" 10'-0" 1'-0" 1'-6" 3'-0" 4'-6" 6'-0" 10'-0" 13'-6" 2x4 minimum to joist flan a with 1 " 7 " E7 E8 Less than 5" 1s' j g V. R` rows with 9/2 and 11/ Less than 5" sso r-o" r-o° r-o" r-o° z'-o° a•s" r-o° 1r-o^ 7-0° 3'-s" s'-o" s•-s° 8'-0" 11'-0° 17-0" 14'-s° squash blocks p° 8d(0.131"x 2Y2")nails at 6" �a+`� TJIe joists. 20" 3so 1'-0" r-o° r-o° 1'-0° 1'-0" 2'-0" a'-a' 7'-0° 1o'-s° r-o" 1'-0~ r-s° 3'-0° a'-s" e'-o° ins" 1a'-o" 15'-6" 1Y"Tie Rim Board or 2 �� on-center.When reinforcing E5 E6 /� WEB STIFFENER ATTACHMENT sso r-o" r-o" V-o" r-0" r-0" 2'-0" 4'-6" s'-o" 1 r-s° r-0" 1'-6" 3'-6" s-0" T-0" 10'-6" 13'-0' 14'-6" 16'-0" CS Use 2x4 minimum squash blocks to 1Y4"TimberStrande LSL. Face in �a� both sides,stagger nails. Y"minimum o horizontal E4 1 " 2%"maximum Table B - Intermediate or Cantilever Support transfer load around TJI"joist E1 E1W Nail with 10d(0.131"x 3") E2 E3 Not for use with 3/2 TJI®joist flange widths 1„ � Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support O O nails,one each at top and O (1y"for TJ It Nailing: 9 Option#1: 560,560D See sizes below. ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE bottom flange. ) JOIST TJI® EXTERIOR DECK ATTACHMENT Appy TJI®joist blocking with end DEPTH subf/oor 1 9 I 2» 3" 4" 5" 6'/z" 7" e%" 11" 73» 2" 3» a» 5, 6y" 7" e�•, 11.. 13.. blocks installed at joist-span .L Web stiffener both sides. adhesive to all Y3 j P See sizes below. *With point load from above,and no support 110 2'•0" 2'-6' T-6" 4'-6" T-6" T-6" 2'-6" T-6" 5•-6" 6'-6" Flush bearing plate required. Structural exterior sheathin locations using P PP Hanger height must ® g 9 210 2'-0" 2'-6" 3'-6" 5'-0" 8'-0" 2'•0" 3'-0" a•-0" 6'-s" 7'-6" contact surfaces 7� below,install web stiffener tight to top flange 9y2" g g Double Tile Joist Filler Block: Hanger Backer Block: Install tight Maximum 1/a"overhang two 8d(0.113"x 2%") I Ti ht fit* 230 z'-s^ 3'-0" a'-o" 5'-6" e'-s" 2'-0" 3•-s" 4'-6" s'-s" 7'-s" be it minimum of 60% Attach per the table.Clinch to to flange(tight to bottom permitted at beam. Flashing 9 (gap at bottom flange) p P 9 ( 9 P ° nails or 360 3'-0" 4'-0" 5'-6" 6'-6" 9'-0" 3'-0" 4'-6" 5'-6" 7'-6" 8'-0" ofjoist depth nails when possible. flange with face mount hangers). Spa 2%"screws, Depth Minimum Web Nailing Requirements sso 3'-6" F-0" 6'-0" 7'-6" 10'-0" a'-o" s'-s" 6'-s" 8'-0" s'-o" Clinch nails when possible. Treated 2x_ o�sti TJIe Joist Series Number Nails 110 1'•0" r-o" r-s" 2'-6" a'-o" 4'-6" '-6^ r-0^ r-6" 2'-6^ p ' ledger •.31 a�' typical (in.) Stiffener Size Type End Intermediate 9 I �� 210 1'-0" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" 9'-0" 1'-0" 2'-0" 3'-0" 4'-6" 8'-0" 8'-0" 10'_0^ i'•:. See fastener 110 All %"X 2s16"l,) 11%- 230 1'-0" 2'-0" 2'-6" T-6" 5'-0" 5'-6" 10'-0" 1'-0" 2'-6" 3'-6'• 5'-0" 8'-6" 9'-0" 10'-6" 1Y8"TJ' Rim Board or 1Y" 350 2'-0" T-0" 4'-0" 5'-6" T-0" T-6" 11'-0" 2'.0" 3'-6" 5'-0" T•0" 9'-6" 9'-6" 1r-0" • -•�"••: table below.Maintain 210 All 3/a"x 256"n, gd Top mount 2"distance(minimum)from TimberStrande LSL. Option#2: 230&360 All 7/"x 25/6"") (0.113"x 2Y") 3 3 110 r-0" 1=0^ 4'-0" 1 0" 2'-0" 2'-s' 14'-6" 8'-6" 1=0" 1.0" s=0" 2'-6" 15•-0" 16'•0" 19'-0" 17-0" hanger edge of ledger to fastener. , 2x_strapping installed at/ 16d 210 1'-0" r-o" r-o° r-o° r-s~ 3'-0° 5'-6" s'-s° r-o" r-o° r-o° 3'-6" s'-o" T-o" 10'-0° 13'-0" Face mount Backer block joist-span locations using two 2 560 All 2x4'2) 1 14" 230 1'-0" 1'-0" r-o^ 2'-0" 3'-6" a'-o" s'-o" 1a-s" r-o~ r-o" z'-s" a'-o" s'-s" r-6^ 1r-o" 13'-6- both sides of web Allowable Load(lbs) 1 „ (0.135"x 3/") 3so r-o° r-0" 2'-0" T-6" 5'-6" 6'-o" 8•-6" 12'-6" r-0" z'-o" a'-o" 5'-6" 9'.0" 10'.0" 12'-0" 14'-0" screws per joist,typical hanger ® Fastener 1Ya"TimberStrand0 1Ya"T 1®Rim Board 18" 4 4 560 1'-0" 1'-0" 1'-6" T-6" 5'-6" 6'-6" 9'-6" 13'-6" 1'-0" T-0" 5'-0" 7'-0" 10'-0" 11'-0" 13'-6" 0" with single TJI joist LSL rlm board Option#3: 560D 20 2x4'2' 16d 5 5 210 1'-0" 1•-D" 1% 1'-0" 1'-0" 1'-0" T-6" 6'-0" 10'-0" 1'-0" 1'-0•' 1'-0" 1'-6" 4'-6" 5'-6" 10'-0" 12'-6" 16'-0'• Web stiffeners required if sides of Y"lag bolt 610 480 Directly applied ceiling 22"(3) (0.135"x 3 2") 6 11 230 r•0" r-0^ r-o^ r-o" r-s" 2'-0" 4'-0" 6'-6" 1r-0" r-o" r-0" r-o~ 2'-6" 5'-0~ 6'-0" 10'-6" 13'-6" 16'- hanger top mount hangers,backer block required only Y pp 9 (3) 16' 360 1'-0" r-0" r-0~ •r-0" T-0" 4'-0" 6'-6" 10'-0" 13'-6" 1'-0" 1'-0" 2'.0" 4'-0" T-6" 8'-6" H 1 hanger do not laterally support at H2 for downward loads exceeding 250 lbs or for uplift - H3 • Corrosion-resistant fasteners required for wet-service applications. PB1 ( ) 24;' 6 13 least 3/"of Tile joist top flange q page LA O the bracinWhen g oon the ns aboveostre nu►red O 1 PS1 or PS2 sheathing,face rain vertical mo r-o^ r-o^ r.o^ 1,n-, 0'A' 3'-6" 7'-0^ 1r-o" 15'-0" r-o^ r-o" 3•-s^ s'-s" 9',0" 10'-0" 1a•-s^ 16'-0^ 1a'-o" ((\ conditions.For nailingrequirements see a e 5 TJ O 9 9 v g p q (2)Construction grade or better 4 5 6 7 8 10 1z 15 17 4 5 6 7 9 10 12 15 17 , \ Roof Weyerhaeuser installation Guide for Floor and 3 Web stiffeners are always required for 22"and 24"Tile 560D Joists 18" 360 1'-0" r-o" r-0" V-6" 3'-0" 6•-0" 9'-0" 15'-0" r-0~ r-6" 4•-0" 6'-6" 9'-0" 1a-s" 1s'-s" 1s'-s~ v Roof Framing,TJ-9001. 560 r-0" r-o" r-0" r-0" 2'-0" 6'-0" 10'-0" 16'-6" 1'-0~ 3'-s" 6'-0" e'-6" 11'-s" 1s'-s n BEAM DETAILS FASTENING of FLOOR PANELS 20„ 3so r-0" r-o~ r-0" r-0" r-0" T-0" -o" 11'•0. 15'-6" ' 1'-0" r-s" a'-o" r-o" 1r-s" 1s'-s° 1s-o" zr-o" OL �p Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES sso 1'-0" 1•-0" 1'-0" 1'-0" 1'-0" TJI0(1)(2) Rim Board 1Y2' TJIs Joists 110 210 230 or 360 560 Rectangular holes based on measurement of longest side. LU !�L Nail Size 110,210, 360 and ® TimberStrand®LSL Microllam® Parallam® + t lY) Z IU BEARING FOR DOOR BEAM TO BEAM BEARING AT Ys"TJ Ri 1Y4" Depth 8/2"or 14„ 9�"or 14"or 9Y"or 14"or 18"or 2 14"or 18"or Leave y"of web(minimum)at top and bottom of hole. DO NOT cut joist flanges. LH lU l Z BEARING AT WALL and 230 560 Board TimberStrand®LSL or wider LW PSL P 11/s" Z W - OR WINDOW HEADER CONNECTION CONCRETE WALL 11/s 11/8" 1s" 11/s" 16" 20" 16 20" u • Tables are based on uniform load tables in current design literature. � Z � •�•�- tib Z p/ 8d(0.113"x 2Y"),8d(0.131"x 2Yz") 4" 3" 6" 4" 3" 3" 3" Filler Block(1) 2x6+a/" 2x8+3/" 2x6+Y" 2x8+Y" 2x12+�" Two Two Two • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located Z W 1Ya"Tie Rim Board or Strap per code if top plate 10d(0.148"x 3"),12d(0.148"x 3Ya") 6" 4" 4" 4" 4" (Detail H2) 2x6 2x8 sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 at the center of the joist span provided that no other holes occur in the joist. Q V ,- d Z 1%"TimberStrand® LSL or is not continuous over Cantilever 2x6 2x10 2x6+%" 2x10+a/" 2x6+Y2" 2x10+Y" z I O 16d 0.162"x 3Y" 6" 6" 8" 6" g 9 g g applicable PP ALLOWABLE HOLES - Headers and Beams blocking for lateral support header ( ) < Filler 4'-0" 6'-0" sheathing sheathing sheathin sheathing li Not Nota applicable (1)Stagger nails when using 4"on-center spacing and maintain 1 /"joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long a ®W panel edges)for diaphragms.Fastener spacing for TJI o joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block(1) .55E TimberStrand® LSL Headers and Beams _ Strap per code if top :f• blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI 0 joists. s • a » a » 1/8" " '� (Detail F1 / or/ /a or / or 1"Net 2x672,82x12 (v Q_ t� plate is not continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least M?and staggered. or H2 1LLL-- - m (3)With 10d(0.148"x 1'/")nails,spacing can be reduced to 3"on-center for light gauge steel straps. ) 2 x diameter of the O } �Q over column TO mount g 1 If necessary,Increase filler and backer block height for face mount hangers and maintain/e gap at top of joist;see detail W.Fillerand backer largest hole(minimum) Q jY P (4)Can be reduced to 4"on if nail penetration into the narrow edge is no more than 1 /g"(to avoid splitting). block dimensions should accomodate required nailing without splitting(12"minimum for backer locks and 24"minimum for filler blocks). 0 hanger �• 5 Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 8"(to avoidsplitting). ) 1 iL- V 1 Qn 6 Protect untreated ( ) g en /depth Column Face mount ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Allowed hole zone I :::�� < hanger wood from direct recommendations listed above. (� contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor jam] L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing,TJ-9001. ° o o Z O literature for framingconnectors ■Nailing rows must be offset at least Y"and staggered. ■14 ga.staples may be substituted for 8d(0.113"x 2)/2")nalls if minimum penetration of V into the TJI"joist or rim board Is achieved. 0 0 0 0 0 1.55E TimberStrand®LSL - ■Maximum nail spacing for TJI®joists is 18"on-center. Joists must be laterally supported at Header or Beam Maximwm Round 9 1 cantilever and end bearings by blocking Depth Hole Size Multiple-Member Connections for Top-Loaded Beams panels,hangers,or direct attachment to 9Y4"-9'/2" 3" Fastener Installation Requirements TJI®joist framing does not a rim board or rim joist. 6 6 11%"-11%e' 35/" 14"-16" 45/8' Piece #of Fastener require bridging or mid-span E1 General Notes See illustration for allowed hole zone blocking • Allowed hole zone suitable for headers and beams with Width Plies Type(" Min.Length #Rows O.C.Spacing Location When fasteners are required on both g uniform and/or concentrated loads anywhere along the member. .`� �, �• + •+�ld•'( , sides,stagger fasteners on the second " , ";,••" 10d nails 3" 3'2' Round holes only 1,.. BEARING AT 12., side so they fall halfway between .) 2, • No holes in headers or beams In plank orientation. "r1_ 't f 1,t i COLUMN 2 12d-16d nails 3 Ya" 2 One side fasteners on the first side. �:�c;1; �;�•j'f, �`j4� Screws 33/6"or 3Y2" 2 24" (2, DO NOT bevel cut joist Al Other Trus Joist® Headers and Beams J� R Rim board joint 4'ft¢ t�,r- + <` •" 10d nails 3" 3 12" Both sides y j Microllam® LVL beyond inside face of wall ,. t',•�- 12d-16d nails 3 Y4" 2'2) E2 between joists DO NOT overhang seat cuts 1.3E TimberStrand® and Parallam®PSL 3 13/4° 3%"or 3Y2" Both sides Load must be applied even) across 0 on beams beyond the Inside LSL hole zone hole zone 2 x diameter of the y depth •. f;7 S.'•' " Screws 2 24" PP Y 3' face ofsupport member. largest hole(minimum) 5" One side entire beam width.Otherwise,use Verify column capacity 10d nails'3' 3" 3'2' One side connections for side-loaded beams. DO NOT cut,notch or drill "'"f"a^•`M°"" and beam bearing12. (per I t_ L5 g 4 s) 1 2i (P ply) o o Illustrations and tables. length.See current 12d-16d nails 3/a" 2 d ° holes in headers or beams r C o n 1 O 5"or 6" Both sides "'- �lF�.iVtR�� DEC [� U 2U21 Weyerhaeuser literature. Screws 2 24" Multiple pieces can be nailed or bolted together to CS 10 ° 6 34" One side form a header or beam of the required size,u to a TJI®rim joist 5"Or 6" Both Sides maximum width Of 7" Microllam® LVL and Other Trus Joist®Beams 1 a"TJe Rim Board or 11/4" Parallam@ PSL Header or Beam Maximum Round 1 2 Screws 6 3/4, 2 24 One side L3 ® allowed hole zone De th Hole Size r TimberStrand LSL. p Q O 3/2' A2 Y,-bolts 8" 2 24" - 5Y" 18' middle Y3 span 48" 1" _ d 1.3E TimberStrand@ LSL allowed hole zone d 1 t (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPT"". 81 L1 7/a"-20" 2" Q � COLUMN DETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below, lkfL see illustration for Allowed Hole zone General Notes 0� � r- I B2 • Allowed hole zone suitable for headers and beams with uniform loads only. 0 Z BEAM ON COLUMN CAP NAILING AT BEARING (FLOOR) O Round holes only Q 3 L5 • No holes in cantilevers. O t(1 r B3 No holes in headers or beams in plank orientation. O TJI®Joist to Bearing Plate Squash Blocks to TJIe Joist 1 ® (Load bearing wall above) 1/a"TJ Rim Board or \/ 1Ya"TimberStrande LSL. One 10d(0.128"x 3") Joist may be shifted up to 3"if P Use B1 Or B2 at � Q V -•�- - 0 floor panel edge is supported O B4 intermediate bearings WARNING I- ,0 Ix One 8d(0.113"x 2Y") nail into each flange and span rating is not exceeded. � nail each side.Drive Do not cut joist flanges. y Z i Q t-- 9 with load bearing or BracingIncludes: O nails at an angle at braced/shear wall Joists are unstable until braced lateral) ,' ' O Plumbing Drop • Blocking 0 1 Q O least 1Y2°from end. from above • Hangers • Rim Board • Rim Joist ' y � IK P1 End of joists 9 Sheathing Strut lines at 3%2"minimum of support centerline L2 � COLUMN BASE 13/4"minimum end bearing intermediate bearing Also see detail 62 W Ff p- X I z r /� 1_l_I single-family applications 5/ may be required for maximum H1 �z � ac4 < Shear transfer:Connections equivalent capacity y to floor panel nailing schedule • 1p t. X � -1 Rim to Tile Joist o DO NOT walk on joists DO NOT walk on joists DO NOT stack building I�- �' 1Ys"TJ®Rim Board TJI®560 rim joist:Toe O O until braced. that are lying flat. materials on unsheathed �Q � tY j Additional joist is required if 1%4"TimberStrand® LSL or nail with 10d(0.128"x 3") floor panel edge is unsupported L4 ° TJ 10 110 rim joist: nails,one each side of INJURY MAY RESULT. joists. Stack only over P2 ®joistflangede ® or if span rating is exceeded. .•' o Exterior Deck WARNING NOTES: beams or walls. Y W OLA DO NOTusesawn Lack of proper bracingduringconstruction can result in serious -1 1L o One 10d(0.131"x 3")nail TJI jo s TJI 560 O Attachment /umber for rim P accidents.Observe the following guidelines: CJ W into each flange floorjoist .; StructuralIL Tile 210,230,and 360 rim . O board or blocking, g g j pp a joists must be completely Installed and properly nailed. INSTALLATION TIPS ,;• , • •:•. sheathing 1.All blockin han hangers,rim boards and rim joists at the end supports of the TJI p y' p p y 1L� O joist: O as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be )t O ELEVATED j s g COLUMN BASE 3 ( Y2) •Subfloor adhesive will improve floor performance,but O after installation, accomplished b a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the ba �--� One 16d 0.135"x 3 " nail p' y p ry p ( g) j y. 1/4"minimum bearing into each flange Top View may not be required. O Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each ~ to Locate rim board joint between joists. ° Safety bracing(1x4 engineered/umber joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a 13 •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at Won-center(6' worker or one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2). Packing out the web from direct contact with See ALLOWABLE on-center for TJIe 110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. of a Tile joist(with web stiffeners)is not a substitute concrete 1Y"knockouts at O H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. IV'TJ for squash blocks or blocking panels. approximately 6.The flanges must remain straight within 1/2"from true alignment. ®Rim Board or 1Ya" q 9 P PP Y Fasten at each joist with TimberStrand® LSL. 12"on-center two 8d(0.113"x 2%")nails minimum Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this DATE: FEBRUARY 2021 �.;°�� •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit w .com/inform. Optional plumbing or HVAC. P3 non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or of wall or beam 1-JOIST DETAILS grout One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). y g Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. 1Yz"minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information. _