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Home My WebLink About45948-Z �o�Os�FF7 e y Town of Southold 2/17/2023 P.O.Box 1179 y 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43861 Date: 2/17/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 4625 Stanley Rd.,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-8-60 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. 45948 dated 3/18/2021 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: i single-family dwelling with unfinished basement,covered porch,rear stoop and attached garage as applied for. The certificate is issued to Brooklyn Timber LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0037 12/20/2022 ELECTRICAL CERTIFICATE NO. 45948 2/13/2023 PLUMBERS CERTIFICATION DATED 9/30/2022 �NCf-a\es Sandeli UV910ri Signature SUFFntK TOWN OF SOUTHOLD BUILDING DEPARTMENT N g TOWN CLERK'S OFFICE "o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 45948 Date: 3/18/2021 Permission is 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#6) At premises located at: 4625 Stanley Rd., Mattituck SCTM # 473889 Sec/Block/Lot# 106.-8-60 Pursuant to application dated 3/2/2021 and approved by the Building Inspector. To expire on 9/17/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,942.00 CO-NEW DWELLING $50.00 Total: $1,992.00 Buildi specto oF so�Tyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(aD-town.southold.ny.us Southold,NY 11971-0959 OUNTV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Brooklyn Timber LLC Address: 4625 Stanley Rd city:Mattituck st: NY zip: 11952 Building Permit* 45948 Section: 106 Block: 8 Lot: 60 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Puccio Electric License No: 4806ME 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 66 Ceiling Fixtures 11 Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt 3 Wall Fixtures 9 Smoke Detectors 4. Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 39 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Dual Ceiling Fan Combo Smoke/CO 4 Transfer Switch UC Lights Dryer Recpt G8S Emergency Strobe Heat Detectors 1 Disconnect Switches 37 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, DW, W/D Notes: New Two Story Inspector Signature: Date: February 13, 2023 S. Devlin-Cert Electrical Compliance Form Of SOOT �,, y�rp 0 Hp # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ UNDATION 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: oK (Q",(,-oe DATE INSPECTOR OP SOUryOlo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [q 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 r-AAT416 �'TO T v L r-5 0 A ✓ - bV S f ll � 1.tiSf�Llr�n�t/ 'y(JS�C�Gfi?/ DATE q-11- INSPECTOR pF so(. L4 62-5 5, „ �� o � Y # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND- [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION _ [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE S / 22 INSPECTOR OF 50GTyo� --- # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [wl/ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ ] FSG/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: AMC p '-7-- � ©� r DATE Z �4Y� INSPECTOR .. 0f SOUTy�Io TOWN OF SOU O U SOUTHOLD BUILDING DEPT. `ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH 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 [ ]' RENTAL REMARKS: DATE ��gl �Y� INSPECTOR �O�aOF SOUTy�� - - --- - q�j # � TOWN OF SOI:JTHOLD BUILDING DEPT. COUrm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL i�O [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]. FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1 l *yvw 5 o oyl • DATE INSPECTO �� OF SOUTy� IL48 TOWN OF SOUTHO - --- # # LD BUILDING DEPT. courm a 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ` ELECTRICAL (FINAL) [ ] CODE VIOLATION [/ ] PRE C/O [ ]' .RENTAL REMARKS: IN 114::�A is - ok 4 DATE / INSPECTOR Town Hall Annex Telephone(631)765-1802 Fax 631 765-9502 54M Main Road ( . ) P.O.Box 1179 Southold.'NY 11971-0959 FEB 0.12023La BUILDING DEPARTMENT TOWN OF SOUTHOLD31A►�o�e��id � 6C'9 R TIFICA.,TIO.N q3 " Date: _ Q �. . Building PermitNo:_ Owner: �V T�Sk (Ple4se print) Plumber::Frl ✓lS_ (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this. �Illpa nrgr� Iry Ay o A� n a P e .. .... .. y got ub Notary Plic purity. �F,'r�;rq�—p5lh�lLpss,`,e 7: AAAA a 6111111°�� REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Project Title: New Home 1000-106-8-60 Projected Rating: Based on Plans - Field Confirmation Required. Report Date 2021-02-27 Data Filename 2021_022 4625 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 HERS Index 56 Construction Site Owner/Agent Designer/Contractor HERS Rater 4625 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 4625 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) 3643 Conditioned Volume (cubic ft) 37200 Insulated Shell Area (sq ft) 6520 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) 4923 Maximum UA 373 Your Home Energy Cost($/yr) 4495 Your Home UA 363 Better Than Code (Perf) 9.5% Better Than Code (UA) 2.7% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA 1226 39.0 0.0 43 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid 2185 15.0 5.0 122 AG Wall 2: R15,FG1,4-16 260 15.0 0.0 21 AG Wall 3: R-18 SPF+Rigid 312 13.0 5.0 18 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. REM/Rate - Residential Energy Analysis and Rating Software v16.0.4 New York compliance certificate Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter ., R-Value R-Value U-Factor,_, , UA Joist 1: Cond -> ambient 132 13.0 5.0 `0 Joist 2: Cond ->garage 23 13.0 0.0 0 Joist 3: Cond -> ambient 113 13.0 5.0 0 Joist 4: Cond -> attic 23 13.0 0.0 0 Window 1: U:0.28, SHGC 0.31 DR 40 0.280 11 Window 2: U:0.30, SHGC:0.31 210 0.300 63 Window 3: U:0.28, SHGC 0.32PIC 32 0.280 9 Window 4: U:0.28, SHGC:0.25 15 0.280 4 Door 1: Fiberglass U-0.28 JD 34 0.280 0 Door 2: Fiberglass U-0.17 JD 20 0.170 0 Basement Walls Wall 1: R-11 Paramount 989 0.0 11.0 58 Wall 2: R-11 Paramount 177 0.0 11.0 10 Window 5: U:0.30, SHGC:0.30 21 0.300 6 Door 22 0.220 0 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, 0.72 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 the local jurisdiction in which the home is built. I further attest that I am a certified Home Energy Rater and affiliated with IVID a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. 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 3 t � REWRate - Residential Energy Analysis.and Rating Software A 6.0.4 New York Comphan� CerEtif'cate terra -Z-2 -2021 Name-Title Signatur Date 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 3 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4625 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_022 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-60 Oasis at Mattituck, Corp. 2021_022 4625 Stanley Rd.P.CC.blg Date: 2/27/2021 Building Information Conditioned Area (sq ft) 3643 Conditioned Volume (cubic ft) 37200 Insulated Shell Area (sq ft) 6520 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 Engineering's 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 [ ] I. Sealed Attic: R-39 SPF SA (1349 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location Above-Grade Walls [ ] 1. Wall: R-20 Batt+Rigid (2185 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 (260 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage/attic Insulation Grade: 1 II III Face / inset Comments/Location [ ] 3. Wall: R-18 SPF+Rigid (312 s.f.), Between sealed attic and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: attic gables Insulation Grade: 1 11 III Face / inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.13 REM/Rate-Residential'Energy Analysis and Rating Software x16:6.4 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 4625 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_022 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-60 Oasis at Mattituck, Corp. 2021_022 4625 Stanley Rd.P.CC.blg Date:2/27/2021 Windows and Skylights [ ] 1. 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: D1 Orientation: West Comments/Location [ ] 2. Window: U:0.30, SHGC:0.31 (45 s.f., West), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W2 Orientation: West Comments/Location [ ] 3. Window: U:0.28,.SHGC 0.32PIC (16 s.f., West), U-Value: 0.280, SHGC: 0.320 For windows without labeled U-factors, describe features: Name: W3 Orientation: West Comments/Location [ ] 4. Window: U:0.30, SHGC:0.31 (60 s.f., East), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W5 Orientation: East Comments/Location [ ] 5. Window: U:0.28, SHGC 0.32PIC (16 s.f., West), U-Value: 0.280, SHGC: 0.320 For windows without labeled U-factors, describe features: Name: W7 Orientation: West Comments/Location [ ] 6. Window: U:0.28, SHGC:0.25 (6 s.f., West), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W8 Orientation: West Comments/Location REM/Rate- Residential Energy Analysis.and Rating Software 06.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 2 of 7 Energy Code Inspecti®n Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected`Rating,' 4625 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_022 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-60 Oasis at Mattituck, Corp. 2021_022 4625 Stanley Rd.P.CC.blg Date:2/27/2021 Windows and Skylights [ ] 7. Window: U:0.30, SHGC:0.31 (15 s.f., West), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W9 Orientation: West Comments/Location [ ] 8. Window: U:0.30, SHGC:0.31 (15 s.f., West), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W10 Orientation: West Comments/Location [ ] 9. Window: U:0.28, SHGC:0.25 (9 s.f., South), U Value: 0.280, SHGC: 0.250 -= For windows without labeled U-factors, describe features: Name: W11 Orientation: South Comments/Location [ ] 10. Window: U:0.30, SHGC:0.31 (15 s.f., South), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W12 Orientation: South Comments/Location [ ] 11. Window: U:0.30, SHGC:0.31 (60 s.f., East), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W14 Orientation: East Comments/Location [ ] 12. 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: W16 Orientation: West Comments/Location 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 3 of 7 Energy :ode Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4625 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_022 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-60 Oasis at Mattituck, Corp. 2021_022 4625 Stanley Rd.P.CC.blg Date: 2/27/2021 Windows and Skylights [ ] 13. 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: W17 Orientation: West Comments/Location [ ] 14. Window: U:0.30, SHGC:0.30 (7 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W18 Orientation: South Comments/Location Doors [ ] 1. Door: Fiberglass U-0.28 JD (34 s.f.), R-Value 3.6 Comments/Location [ ] 2. Door: Fiberglass U-0.17 JD (20 s.f.), R-Value 5.9 Comments/Location [ ] 3. Door: PCH BSMT(22 s.f.), R-Value 4.5 Comments/Location Frame Floors N/A Slab Floors [ ] 1- Slab: R-0 Paramount (1226 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location REWRate.- Residential Energy Analysis and Rating Software x16.0.4, This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 4 of 7 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected:Rating 4625 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_022 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-60 Oasis at Mattituck, Corp. 2021_022 4625 Stanley Rd.P.CC.blg Date: 2/27/2021 Foundation Walls [ ] 1. Wall: R-11 Paramount(1032 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(177 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 (132 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: FF to outside Insulation Grade: I II III Face / inset Comments/Location [ ] 2. Joist: FF to garage (23 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 [ ] 3. Joist: 2F to outside (113 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 (23 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 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 5 of 7 Energy Code inspection. Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4625 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_022 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-60 Oasis at Mattituck, Corp. 2021_022 4625 Stanley Rd.P.CC.blg Date: 2/27/2021 Mechanical Equipment [ ] 1. Heating: Fuel-fired air.distribution, Propane, 96.1 AFUE. Make and Model Number [ ] 2. Water Heating: Conventional, Propane, 0.72 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, 115 cfm, 24.0 hrs/day, 96.0 wattsi No 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: 1860) [ ] 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. 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 REM/Rate.- Residential-Energy Analysis and Rating,Software,v.16.0.,4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 6 of 7 EnergyCodep Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4625 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_022 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-60 Oasis at Mattituck, Corp. 2021_022 4625 Stanley Rd.P.CC.blg Date: 2/27/2021 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. 0 1985-2020 NORESCO, Boulder, Colorado. Page 7 of 7 REWRate - Residential Energy Analysis and' Rating Software v16.0.4 New ®rk Compliance Certificate Project Title: New Home 1000-106-8-60. Projected Rating: Based on Plans - Field Confirmation Required. Report Date 2021-02-27 Data Filename 2021_022 4625 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 HERS Index 56 Construction Site Owner/Agent Designer/Contractor HERS Rater 4625 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 4625 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) 3643 Conditioned Volume (cubic ft) 37200 Insulated Shell Area (sq ft) 6520 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) 4923 Maximum UA 373 Your Home Energy Cost($/yr) 4495 Your Home UA 363 Better Than Code (Perf) 9.5% Better Than Code (UA) 2.7% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA 1226 39.0 0.0 43' Above-Grade Walls AG Wall 1: ,R-20 Batt+Rigid 2185 15.0 5.0 122 AG Wall 2: R15,FG1,4-16 260 15.0 0.0 21 AG Wall 3: R-18 SPF+Rigid 312 13.0 5.0 18 REM/Rate'-"Residential Energy Analysis and Rating Softwiare'v-16.0:4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. ' ^ REM/Rate - Residential Energy Analysis and Rating Software vi 6.0.4 �� N-�� Certificate �� York�q� ��mN N0-�@ N��N N��m�� Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R� � �� e U-Factor UA � . ' ` 'T Joist 1: [ond '� ambi�t ' ' ^ � ' '' '132 ' �''� 13.0 -` 5.6' '` ' ' ' � `� �' 0 Joist 2: Cond ~'garage 23 13.0 0'0 O Joist 3: [ond - ambient 113 13'0 5.0 O Joist 4: Cond ° attic 23 13'0 0.0 O Window 1: U:0'28, SHG[U']1 DR 40 0'280 11 Window 2: U:0'30, SHGC:0'31 210 O']UO 63 Window 3: U:0'28, SHG[O']2P|[ 32 0.280 V Window 4: U:O'ZO, SHGC:0'25 15 0.280 4 Door 1: Fiberglass U-0.28 JD 34 0.280 O Door2: Fiberglas U'0.17JD 20 0.170 O Basement Watts Wall 1: R,11 Paramount 989 0.0 11'0 58 Wall 2: R'11 Paramount 177 O'O 11.0 10 Window 5: U:0'30, SHG[:0.30 21 U.]UO � Door 22 0.220 0 Infiltration Htg: ]'OO[lg: 3'00A[H50 Mechanical Equipment Heating: FueL-fined air distribution, 64.0kBtuh' 96'1 AFUE' Water Heating: Conventional, Prop, U'7ZEF. ' Cooling: Air conditioner, 34.8kBtuh, 1S'1SEER. RequiredsignatunsvarydepenchnguponsUateandorLoca\codes, requivementsandnegulations. [heckwithyouriocaibuikding department to determine which signatures are required for your application. ` Builder or Authorized Employee | certify that the home hst�above shalt bebui�tumeet orexceed aK n�uioementsofthe ZO15 |E[[asamended bythe 2O16New York State Ene�yCunservatunConstruction Code and all current' energy codes specific tothe local jurisdiction inwhich the home isbuilt. Name'Title Signature Date Rater /, Jerry DY\manoofD4manoEngineering' certify that the home listed above, asmodeled meets orexceeds at[requirements ofthe 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction inwhich the home is built. | further attest that| amacertified Home Energy Rater and affiliated with a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. RENVQate,Residendai.EnerQyAnalysis,and 8ating,$oftwarev18,o'� This information does not constitute any warranty ofenergy costs orsavings. oo19O5'2O2ONOR[SCO/Boulder, Colorado. Page 2of3 REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Complian Certif'cate Jecry 1-:5,7_20Z f Name Title Signat a Date 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 3 of 3 Energy Code Inspection checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4625 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_022 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-60 Oasis at Mattituck, Corp. 2021_022 4625 Stanley Rd.P.CC.blg Date:2/27/2021 Building Information Conditioned Area (sq ft) 3643 Conditioned Volume (cubic ft) 37200 Insulated Shell Area (sq ft) 6520 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 Engineering's 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(1349 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location Above-Grade Walls [ ] 1. Wall: R-20 Batt+Rigid (2185 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 (260 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage/attic Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 3. Wall: R-18 SPF+Rigid (312 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 Windows and Skylights Window-to-Wall Area Ratio: 0.13 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. Energy Code Inspection checklist Property Organization . HERS Oasis at Mattituck, Corp. DAmaro,Engineering Projected Rating 4625 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_022 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-60 Oasis at Mattituck, Corp. 2021_022 4625 Stanley Rd.P.CC.blg Date:2/27/2021 Windows and Skylights [ ] 1. 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: D1 Orientation: West Comments/Location [ ] 2. Window: U:0.30, SHGC:0.31 (45 s.f., West), U-Value: 0.300, SHGC: 0.310 'For windows without labeled U-factors, describe features: Name: W2 Orientation: West Comments/Location [ ] 3. Window: U:0.28, SHGC 0.32PIC (16 s.f., West), U-Value:.0.280, SHGC: 0.320 For windows without labeled U-factors, describe features: Name: W3 IOrientation: West Comments/Location [ ] 4. Window: U:0.30, SHGC:0.31 (60 s.f., East), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W5 Orientation: East Comments/Location [ ] 5. Window: U:0.28, SHGC 0.32PIC (16 s.f., West), U-Value: 0.280, SHGC: 0.320 For windows without labeled U-factors, describe features: Name: W7 Orientation: West Comments/Location [ ] 6. Window: U:0.28, SHGC:0.25 (6 s.f., West), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors,.describe features: Name: W8 Orientation:West Comments/Location REM/Rate-Residentia(.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 7 Energy Code Inspection checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4625 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_022 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-60 Oasis at Mattituck, Corp. 2021_022 4625 Stanley Rd.P.CC.blg Date: 2/27/2021 Windows and Skylights [ ] 7- Window: U:0.30, SHGC:0.31 (15 s.f., West), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W9 Orientation: West Comments/Location [ ] 8. Window: U:0.30, SHGC:0.31 (15 s.f., West), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W10 Orientation: West Comments/Location [ ] 9. Window: U:0.28, SHGC:0.25 (9 s.f., South), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W11 Orientation: South Comments/Location [ ] 10. Window: U:0.30, SHGC:0.31 (15 s.f., South), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W12 Orientation: South Comments/Location [ ] 11. Window: U:0.30, SHGC:0.31 (60 s.f., East), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W14 Orientation: East Comments/Location [ ] 12. 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: W16 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. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 7 Energy Code inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro.Engineering Projected Rating 4625 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_022 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-60 Oasis at Mattituck, Corp. 2021_022 4625 Stanley Rd.P.CC.blg Date:2/27/2021 Windows and Skylights [ ] 13. 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: W17 Orientation: West Comments/Location [ ] 14. Window: U:0.30, SHGC.-0.30 (7 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W18 Orientation: South Comments/Location Doors [ ] 1. Door: Fiberglass U-0.28 JD (34 s.f.), R-Value 3.6 Comments/Location [ ] 2. Door: Fiberglass U-0.17 JD (20 s.f.), R-Value 5.9 Comments/Location [ ] 3. Door: PCH BSMT(22 s.f.), R-Value 4.5 Comments/Location Frame Floors N/A Slab Floors [ ] I. Slab: R-0 Paramount (1226 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main 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 4 of 7 .K Energy Code Inspection checklist Property Organization HERS Oasis at Mattituck,.Corp. DAmaro Engineering Projected Rating 4625 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_022 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-60 Oasis at Mattituck, Corp. 2021_022 4625 Stanley Rd.P.CC.blg Date: 2/27/2021 Foundation Walls [ ] 1. Wall: R-11 Paramount (1032 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 (177 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 (132 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 (23 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 [ ] 3. Joist: 2F to outside (113 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 (23 s.f.), Between conditioned space and attic R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to attic Insulation Grade: I 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. 0 1985-2020 NORESCO, Boulder, Colorado. Page 5 of 7 EnergyCodeP inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4625 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_022 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-60 Oasis at Mattituck, Corp. 2021_022 4625 Stanley Rd.P.CC.blg Date: 2/27/2021 Mechanical Equipment [ ] I. Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Make and Model Number [ ] 2. Water Heating: Conventional, Propane, 0.72 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, 115 cfm, 24.0 hrs/day, 96.0 watts, No 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: 1860) [ ] 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. 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 C 25 Pascals 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 7 _A - Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4625 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_022 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-60 Oasis at Mattituck, Corp. 2021_022 4625 Stanley Rd.P.CC.blg Date: 2/27/2021 Duct Leakage Code Requirements for IECC 2009 I ECC: 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. ©1985-2020 NORESCO, Boulder, Colorado. Page 7 of 7 Buy� ' ld� g.n Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4625 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jery D'Amaro Rating No:2021_022 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-60 Oasis at Mattituck, Corp. 2021_022 4625 Stanley Rd.P.CC.blg Property%Builder�lnformat�on �� _ _ - _ Building Name New Home 1000-106-8-60 Owner's Name Oasis at Mattituck, Corp. Property Address 4625 Stanley Road City, St, Zip Mattituck, NY 11952 Phone Number Builders Name Oasis at Mattituck, Corp. Phone Number 631-767-4807 Email Address Plan/Model Name Aurora 2-L-F Community/Development The Fields at Mattituck-Lot 6 Identifier/Other 419-06 �Organizaton_Information~ Organization Name DAmaro Engineering Address 20 Mariposa Lane City, St, Zip Manorville, NY 11949 Phone Number 631-878-7808 Website www.damaroengineering.com Rafing/RESNET.Information' Provider ID 1998-072 Sample Set ID 00000000 Registry ID Registry Date Registered Raters Name Jerry DAmaro Rater's ID 2614397 Rater's Email jdamaro@optonline.net Last Field Insp 2021-02-27 Rating Type Projected Rating Reason for Rating New Home Rating Number 2021_022 Rating Permit Date 04/01/2021 REM/Rate'-'Residential Energy Analysis and Rating Software.v-1 6X.4: This information does not constitute any warranty of energy costs or savings. ©9985-2020 NORESCO, Boulder, Colorado. Budding Summary ' Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4625 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry.D'Amaro Rating No:2021_022 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-60 Oasis at Mattituck, Corp. 2021_022 4625 Stanley Rd.P.CC.blg General.Budding Informations � ;� Area of Conditioned. Space(sq ft) 3643 Volume of Conditioned. Space 37200 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 '.i Foundation Wall- or a 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 132.30 7.80 6.30 1.50 0.058 0.086 to garage R-11 Paramount Cond->garage/gmd 22.70 7.80 6.30 1.50 0.059 0.086 Uo Value Combo combines wall, airfilm, and soil path .77777777 ion all Libra List'. Foiindat W ry. � 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 REM/Rate- ResidentiaLEnergy Analysis and Rating.Software.v,1,6.0.4, This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 2 of 13 Building summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected.Rating 4625 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_022 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-60 Oasis at Mattituck, Corp. 2021_022 4625 Stanley Rd.P.CC.blg Ins top _ 0.00 ft from top of wall Ins bottom 0:00 ft below grade Note JD, Blanket Wall tSlab Floor'Inf6rmation Name Library Entry Area(sq ft) Depth Below Full Exposed On-Grade Grade(ft) Perimeter(ft) Perimeter(ft) Perimeter(ft) main R-0 Paramount 1226 6.30 155 155 0 Slab"Floor LibraryList 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 Rim and Band'Joist Informations Name Location Area(sq ft) Continuous Framed Cavity Ins Joist Insulation Uo Value Ins Cavity Ins Thk(in) Spacing Grade FF to outside Cond > 132.30 5.0 13.0 2.0 16.0 1 0.056 ambient FF to garage Cond > garage 22.70 0.0 13.0 2.0 16.0 1 0.078 2F to outside Cond > 113.30 5.0 13.0 2.0 16.0 1 0.056 ambient 2F to attic Cond > attic 22.70 0.0 13.0 2.0 16.0 1 0.078 'Above=Grade All Name Library Entry Location Exterior Color Area(sq ft) Uo Value main R-20 Batt+Rigid Cond >ambient Medium 2185.00 0.056 to garage/attic R15,FG1,4-16 Cond > garage Medium 260.00 0.079 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 13 r Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4625 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_022 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-60 Oasis at Mattituck, Corp. 2021_022 4625 Stanley Rd.P.CC.blg ,� Above Grade�Walt _ Name Library Entry Location Exterior Color Area(sq ft) Uo Value attic gables R-18 SPF+Rigid Sealed Attic-> ambient Medium 312.00 0.058 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: R15,FG1,4-16 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-18 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 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 13 Aft wilding Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4625 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_022 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-60 Oasis at Mattituck, Corp. 2021_022 4625 Stanley Rd.P.CC.blg I Above-Grade Wall Library Lister �' 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 Information (a 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 D1 AGWall1 West 0.280 0.310 40.00 1.0 11.0 18.0 0.85 0.70 None None W2 AGWall1 West 0.300 0.310 45.00 1.0 11.0 16.0 0.85 0.70 None None W3 AGWall1 West 0.280 0.320 16.00 1.0 1.5 5.5 0.85 0.70 None None W5 AGWall1 East 0.300 0.310 60.00 5.0 0.5 5.5 0.85 0.70 None None W7 AGWall1 West 0.280 0.320 16.00 1.0 1.5 5.5 0.85 0.70 None None W8 AGWall1 West 0.280 0.250 6.00 1.0 1.5 3.5 0.85 0.70 None None W9 AGWall1 West 0.300 0.310 15.00 1.0 1.5 6.5 0.85 0.70 None None W10 AGWall1 West 0.300 0.310 15.00 1.0 1.5 6.5 0.85 0.70 None None W11 AGWall1 South 0.280 0.250 9.00 0.5 4.0 5.5 0.85 0.70 None None W12 AGWall1 South 0.300 0.310 15.00 0.5 8.0 13.0 0.85 0.70 None None W14 AGWall1 East 0.300 0.310 60.00 0.3 1.5 6.5 0.85 0.70 None None W16 FndWall1 West 0.300 0.300 7.00 1.0 9.5 12.0 0.85 0.70 None None W17 FndWall1 West 0.300 0.300 7.00 1.0 19.5 22.0 0.85 0.70 None None W18 FndWall1 South 0.300 0.300 7.00 0.5 21.0 22.0 0.85 0.70 None None r[)oo�.�lnformation"; Name Library Entry Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area front Fiberglass U-0.28 JD AGWall 1 34.0 0.222 3.6 No to garage Fiberglass U-0.17 JD AGWall 2 20.0 0.147 5.9 No bsmt-to-outside PCH BSMT FndWall 1 21.6 0.182 4.5 No REM/Rate-Residential Energy Analysis and Rating Software x16.0.4; This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 5 of 13 � T Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4625 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_022 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-60 Oasis at Mattituck, Corp. 2021_022 4625 Stanley Rd.P.CC.blg 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 1226.00 1349.00 Medium No Sealed 0.035 No No Attic Ceiling: R-39 SPF SA 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 . REWRate,- Residential-Energy Analysis,and Rating Software v;16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 6 of 13 nuilding Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4625 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_022 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-60 Oasis at Mattituck, Corp. 2021_022 4625 Stanley Rd.P.CC.blg Mechanical E_quip_ment 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 F6rn_,,64k'96%JD 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 [D W: Pr6p,ST,50g,72%� Water Heater Type Conventional Fuel Type Propane Energy Factor 0.72 Recovery Efficiency 0.81 Water Tank Size (gallons) 50 Extra Tank Insulation (R-Value) 0.0 Note JTD, AO Smith GPVT-50 201, AHRI 5497175 Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 100 ECool: JD,15.1SEER; Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4625 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro. Rating No:2021_022 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-60 Oasis at Mattituck, Corp. 2021 022 4625 Stanley Rd.P.CC.blg LMechaliicat 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 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 55.03 peRatio 0.70 dishwasherGpd 2.44 clothesWasherHotWaterGPD 4.48 EDeff 0.96 ewaste 24.85 tmai ns 57.60 dwhrWhlnletTempAdj 0.00 pumpConsKwh 0.00 pumpConsMmbtu 0.00 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. Page 8 of 13 t } tsuilding Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4625 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_022 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-60 Oasis at Mattituck, Corp. 2021_022 4625 Stanley Rd.P.CC.big Name main Conditioned Floor Area(sq ft) 3643.0 #of Returns 2 Heating System Prop Furn,64k,96%JD Cooling System JD,15.1SEER,34.8K Supply Duct Surface Area(sq ft) 737.7 Return Duct Surface Area(sq ft) 273.2 No bldg cavities used as ducts TRUE Type Location Percent Location R-Value Supply Conditioned space 100.0 4.2 Return Conditioned space 100.0 4.2 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 It Return 10.00 CFM @ 25 Pascals 40.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable REW Rate 'ResidentiaCEnergy 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 9 of 13 tsuilding Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4625 Stanley Road 631-878-7808 . 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_022 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-60 Oasis at Mattituck, Corp. 2021 022 4625 Stanley Rd.P.CC.blg .Infiltration-andMechanicaliVentilation� . , 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) 115 Adjusted Sensible Recovery Efficiency(%) 85.00 Adjusted Total Recovery Efficiency(%) 48.00 Hours per Day 24.0 Fan Power(watts) 96.00 ECM Fan Motor false Ventilation Strategy for Cooling Cooling Season Ventilation Natural Ventilation Good Air Exchange for Multi-Family NA REM/Rate.%Residential Energy Analysis andXating Software,v:l,6.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 10 of 13 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4625 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_022 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-60 Oasis at Mattituck, Corp. 2021_022 4625 Stanley Rd.P.CC.big r-• — 0ghts and* '*lances 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 v160:4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 11 of 13 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4625 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_022 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-60 Oasis at Mattituck, Corp. 2021_022 4625 Stanley Rd.P.CC.blg 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 1226.00 Slab Insulation Exemption: false Indoor airPlus Verification Checklist false EPA Field App ID REM/Rate;-Residential.Energy Analysis.and,Rating:5oftware v1"6.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO,.Boulder, Colorado. Page 12 of 13 ouilding Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4625 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_022 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-60 Oasis at Mattituck, Corp. 2021_022 4625 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. 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/gal) 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 13 of 13 ��I CERTIFICATE OF INSULATION _ INt11fR F FEB 0 2 2023 For the following home: Lot 6 - The Fields at Mattituck; 1000-106-08-60 6�➢oB�l 1'1�IA9611 A`�IC�'C�Alftl'R.N�9R It�l STREET ADDRESS 4625 Stanley Road New York 11952 CITY STATE ZIP R-VALUE THICKNESS Closed-Cell Spray Polyurethane Foam Rafter Bays-6 inches Attic No-Burn Plus ThB Intumescent Attic Gable End-Walls-2 inches Rafter R-39;End-Wall R-13 Knauf Ecobatt R-15 HD Walls Kraft-faced 3.5 inches Knauf R-11 Basement Wall Insulation Basement (draped-batt) 3.5 inches Band Joist:R-13 Closed-Cell SPF&Intumescent Band Joist-2 inches Other: 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 l"V,�fl 10/4/2022 SIGNATURE DATE Contractor's Submittal .AN 0". Material approved for use in project. �.�.pf,1 �A KNAUF INSULATION, INC. n 4625 Stanley Road,Mattituck �0'`1` �, Y� One Knauf Drive Approved by D'Amaro Engineering and Surveying,P.C. = _ WE Shelbyville, IN 46176 d "+� Technical Support CHECKED C1-I 0 4 122 �.tD�an�.��` (317)398-4434 ext.8727 info.us@knaufinsuIation.com 110��111d11 01-20 ©2020 Knauf Insulation, Inc. DATA SHEET Basement Wall Insulation t with ECOSE° Technology F Hn f RIV�jII J. I_ F - EB 0-2- 2023 ` DESCRIPTION Hunter Insulation Basement Wall Insulation is a fiberglass blanket laminated to CONTRACTOR: ran Ogg i SOB: The Fields at Mattituck- Lot 6 'nng a perforated facing that can be left exposed. It is also available October 4, 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. ® ® ® • 8 • ® • 1 The perforations in the facing allow moisture to pass through the material, reducing the possibility of condensation and ensuring ` ®` • ` ` proper thermal performance. e m• ` ` e e" ` m e e- APPLICATION e m o m e e m e e•- - o e e • New construction or for retrofit in existing homes e m e•" e e e o- SPECIFICATION COMPLIANCE e m o e • ASTM 0665 •e e e e - e e e • Type 11, Class A, Category 11 • IECC Code for a continuous R-value with a Class A Fire ® mem e e rating with no further modification m INDOOR AIR QUALITY • EUCEB Certified @ Contractor's Submittal Material approved for use in project. 4625 Stanley Road,Mattituck Approved by D'Amaro Engineering and Surveying,P.C. ,:, K R-Value Dimensions Facing R-11 PSK Perforated(White) 3.5"x 88"x 60' 11011111111 GI ,I ID Property(Unit) Test Performance 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 N\1—BURN" Intumescent Coating Spray Polyurethane Foam Insulation PRODUCT DESCRIPTION No-Burn Plus ThB is an International Building,International A A 1 1 Residential,and National Fire Protection Association Life Safety 101 thin film intumescent coating. When exposed to high temperatures and flame,Plus ThB intumesces creating _ a char-barrier protecting treated substrates from fire. Manufactured in compliance with ISO 9001,as a certified -W �. intumescent coating,Plus ThB is applied to spray polyurethane foam insulation,achieving the fire — performance prescribed. ` ;h ABOUT US 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:' gallon drum (208 L),net 45 gallons (1 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 61ray Exterior Rated Wall Intertek Design Listing: Finish: Flat Assembly BASF/F130-09 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 4625 Stanley Road,Mattituck VOC Emissions: CDPH (CA Spec 01350) Compliant Approved by D'Amaro 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 No-Burn,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 https://www.noburn.com/policies-procedures/ ©2021 No-Burn,Inc. UPDATES AND CURRENT INFORMATION Revised 10-Nov-2021. The information in this document may change without notice. For 77 Made In the USA SUBMITTAL SHEET DATA SHEET EcoBatt° InsulationkNAUJINSHIATION With ECOSG— Technology FOR THE WORLD WE LIVE IN.' DESCRIPTION Hunter Insulation EcoBatt batt insulation is a cost-effective thermal and acoustical CONTRACTOR: JOB: The Fields at Mattituck- Lot 6 barrier for energy-efficient construction. Ecobatt insulation DATE: October 4, 2022 products can be used in new and retrofit wood and metal frame 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- ® ® ® • • ° ° Free batt insulation is flangeless kraft-faced batts that friction fit between 16" on center wood studs, eliminating the need to staple. .e• a e. -e o e e. -e a e• APPLICATIONS e e e o e e a .o a •e e- a oe e e e. -e • Cavity walls, exterior and partition walls, floors, ceilings, attics, basements and crawlspaces e e®•. ® e a- e- SPECIFICATION COMPLIANCE e e e o • ASTM C665 (facing); • , o c a e e e e • Type 1, Class A, (Unfaced) • Type 11, Class C, Category 1 (Kraft) e • . e. e e B • Type 111, Class A, Category 1 (FSK-25 foil) • Type 111, Class B, Category 1 (Foil) e • California Energy Commission • MEA#498-90-M • State of Minnesota INDOOR AIR QUALITY - • UL Environment - • GREENGUARD Certified • GREENGUARD Gold Certified • Validated to be Formaldehyde-Free • EUCEB Cert Contractor's Submittal Material approved for use in project. 4625 Stanley Road,Mattituck Approved by D'Amaro Engineering and Surveying,P.C. 1002 V1 I IS! B + Property(Unit) Test 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 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. t REWRate - Residential Energy Analysis and Rating Software.v16.0.4 New York Compliance Certificate Project Title: New Home 1000-106-8-60 Report Date 2023-01-25 Data Filename 2021_022 4625 Stanley Rd.C.CC_HERS.btg 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 HERS Index 50 Construction Site Owner/Agent Designer/Contractor HERS Rater 4625 Stanley Road Signature Five Loan Trust Oasis at Mattituck, Corp. DAmaro Engineering A Mattituck, NY 11952 4625 Stanley Road 3080 Route 112, Suite C Jerry DAmaro Mattituck, NY 11952 Medford, NY 11763 Certification#2614397 631-569-4513 631-878-7808 Building Information Conditioned Area (sq ft) 3643 Conditioned Volume (cubic ft) 37200 Insulated Shell Area (sq ft) 6706 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($/yr) 4966 Maximum UA 304 , Your Home Energy Cost($/yr) 4206 Your Home UA 365 Better Than Code (Pert) 19.6% Better Than Code (UA) 5.2% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: .R-39 SPF SA** 1226 39.0 '0.0 43 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid** 2185 15.0 5.0 119 AG Wall 2: R15,FG1,4-16** 260 15.0 0.0 21 AG Wall 3: R-16.7 JD OC SPF** 312 11.7 5.0 19 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. r REWRate - Residential Energy.Analysis and Rating Software v16:0.4 New York compliance certificate Gross Area Cavity Cont: ;: Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Joist 1: Cond-> ambient 132 13.0 5.0 0 Joist 2: Cond - garage 23 13.0 .0.0 0 Joist 3: Cond->ambient 113 13.0 5.0 0 Joist 4: Cond-attic 23 13.0 0.0- 0 Window 1: U:0.30, SHGC 0.28 DR** 40 0.300 12 Window 2: U:0.30, SHGC 0.27 DH** 210 0.300 63 Window 3: U:0.28, SHGC 0.31PIC** 41 0.280 11 Window 4: U:0.28, SHGC:0.25** 6 0.280 2 Door 1: Fiberglass U-0.28 JD** 34 0.280 0 Door 2: Fiberglass U-0.17 JD** 20 0.170 0 Basement Walls Wall 1: R-11 Paramount** 1148 0.0 11.0 61 Wall 2: R-11 Para a0 204 0.0 11.0 11 Window 5: . .29, SHGC 0. 7 CS** 21, 0.290. 6 Door3 22 0.220 0 Duct I lation R-Value ltration tg: 1.59 Clg: 1.59 A 50 echanical uipment uel-fired air distribution, 64.0 kBtuh, 96.1 AFUE. Water Heating: Conventional, Prop, 0.72 EF. Cooling:Air conditioner, 33.2 kBtuh, 14.5 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, Jerry D'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 the local jurisdiction in which the home is built. Ip� 1 further attest that I am a certified Home Energy Rater and affiliated with r a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. REWRate-,Residential:Energy Analysis and Rating:Software 06.0.4 This information does not constitute any warranty of energy costs or savings. O 1985-2020.NORESCO, Boulder, Colorado. Page 2 of 3 �4 _� 1 = REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Complian Certificate Jerr,l V-Araro Name-Title Signafpu a Date yi 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 Ono Ij�l A: 0 IPA Long Island Power Authority. 2012 Combustion Safety Testing Form / n LIPA ENERGY STAR®Homes �� FEB Certified Home Address: 4625 Stanley Road City: MattltHk �? je Builder Name: Oasis at Mattituck Corp. Builder Tra�' iNG Fvf)j f) Combustion Appliance Zone(CAZ)# 1 of 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: January 25, 2023 Outdoors Temp During Test: 38 OF CAZ Depressurization NOTE:Net Change=Test Pressure–Base Pressure) Base Pressure: 0 pa. CAZ Ambient CO: 0 PPM Test Pressure: -6.1 pa. Appliances/Fireplace Simulated for Test? Yes_ No Net Change: -6•1 pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Fireplace is a sealed unit with all combustion air from outside. Heating System Primary: Yes ✓ No_ Type: Furnace ✓ Boiler_Heat Pump_Other E tcien l Fuel-Type? Ve>stint►-Tvye Dra SSDI a- : Sin Ila e. ' 'Cu `,.', CO '" ;f Circle Pascal ,:'(Worst Case , 1 atur6l or'st Case atural Rating: N P✓ O_E N V_M_S✓ Ps Pass v, Fail_ Pass✓ Fail_ - PPM " — — Yes ✓ T : Standard Tank ✓ Indirect Tankless Size: 50 Style Common Vent❑ Water Heater '; Primary. No Instantaneous Commercial (See Note 5 below) (Gallons) a Stand Alone s :`, a Ventine Tyne j `;'; Drat Sill',nee:: , S ilia e,(Natural] CO: CO E rcien Fuel Type (Circle Type), pscdl)` ;i' (Worse Case) (worse_Case) (Natural), EF: N P 110—E— N M✓ S - Pa. Pass ✓ Fail Pass✓Fail 7 PPM 7 PPM LF n; Oven is Electric or No Oven Exists l� Oven Range Hood Vented to Outside Yes 11No_ 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 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style.. Commonl Vented with Heating System or Stand Alone(Independently Vented orOrphaned) 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: a Date: January 25, 2023 lh brm 90106 02 CST Form 2012 f Effective 1/1/2012 Corresponds to BHI -2012 NY-ECCC 2020 Certificate 4625 Stanley Road, Mattituck, NY 11952 Building Envelope Insulation l � Ceiling R-39.0 Above Grade Walls R-20.0 Foundation Walls R-11.0 Exposed Floor NA Slab R-0.0 Edge, R-0.0 Under Infiltration Htg: 985 Clg: 985 CFM50 Duct R-8.0 Total Duct Leakage 40.00 CFM @ 25 Pascals Window^Data�.+' TSU-Factor SHGC�.-a -� Window 0.300 0.270 Mechani cal-Equipment HEAT: Fuel-fired air distribution, Propane, 96.1 AFUE. COOL: Air conditioner, Electric, 14.5 SEER. DHW: Conventional, Propane, 0.72 EF, 48.0 Gal. HERS`Index: 5077,711 Builder or Design Professional Signature REM/Rate - Residential Energy Analysis and Rating Software v16.0.4 Bunch, Connie From: Lanza, Heather Sent: Monday, February 13, 2023 10:04 AM To: Chris Dwyer, Bunch, Connie Subject: RE: Lot 25 - Fields at Mattituck Hi Chris, They were just double-checking. The Fields is all set with Planning and c.o.'s can be issued on the houses bein built there. + Heather From: Chris Dwyer<cdwyer@lkma.com> Sent: Monday, February 13, 2023 6:40 AM To: Bunch, Connie<Connie.Bunch @town.southold.ny.us> Cc: Lanza, Heather<heather.lanza@town.southold.ny.us> Subject: Lot 25- Fields at Mattituck Good morning Connie, Our office was notified that the CO (Building Permit#46517) on Lot 25 at the "Fields at Mattituck" subdivision could not be issued due to a letter from Planning needed. When this became an issue earlier, our office coordinated a site walkthrough with Southold Town Planner Heather Lanza. At this meeting we went over setbacks, maintained vegetated buffers, etc.... It is our understanding that the manner in which these lots have been developed was considered satisfactory to the Department. I have copied Heather on this email so that she can concur. If not,we would hope that a site visit could be performed as soon as possible to confirm that Lot#25 (like all of the lots)was built in strict accordance with the approved final plat. Regards; Christopher F. Dwyer I Associate L.K. McLean Associates, P.C. 437 South Country Road Brookhaven, NY 11719 t(631) 286-8668 X2451 f(631) 286-6314 www.lkma.com I cdwyer@Ikma.com SUR A ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 / I FOUNDATION 117/:.^ W A ROUGH FRA-MING PLUMBING WRM 1_ A, �1��Y�i, �1 1L .i, �✓ � -moi I ZZ Ell nill-1*11= man f �1►, r _ • TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.sotitholdtownny.gov Date Received APPLICATION FOR BUILDING PERMIT �7- For Office Use Only PERMIT NO. Building Inspector: • MAR - 2 2021 Applications and forms Must,be fi.1led'6ut,i n'their entiret;Jncornplete'-,,,., ao.olicati6ni will not be'kt6 I` 6t the owne' ''an ptgd. Where�he App i1cant is n rp bu* s Authorization for (Page 2)shallibe compleited.,' Date:February 18, 2021 0WNElktSJ,,`0F PR'0!9R' Name:Zenith Property Grow LLC „ SC I TM#1000-106.00-08.00-060.000 Project Address:4625 Stanley Rd., Mattituck NY 11952 Phone#:917-626-2996 Email:I Mon u mental i)ropp!ly@y---- � . Mailing Address:3080 Route 112 Suite B Medford NY 11763 ....................... ;.t6NTACT,PEAS6iV;'�"i,",,,,I Name:Christopher F. DwyqE_ Mailing Address:437 South Country,Rq�kq, NY 11719 ..... _,Prookhaven L. I— —e e e 1 -- -1-1---11-1— Phone#:631-286-8668 Email:cdwyer@Ikma.com dw Lklpa. _.coM DESIGNPROFIESSIONAL 1NF0RmATioN-.,' 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 _CONTRACTQR INFORMATIONS Name:Oasis at Mattituck Corp".. Mailing Address: 3080 Route 112 Suite Q Medford NY 11763 Phone#:631-767-4807 Email:_peterCcD-mooprRpgphomebuilding.com ijtStkiOT-i6NO"F"PR'O'POSED,C'ONSTRUCTION'” igNewStructure ElAddition ElAlteration L]Repair ElDemolition Estimated Cost of Project: [Jother $ [Will the lot be re-graded? WYes E No Will excess fill be removed from premises? MYes [--]No PROPERTY.iNIFORMATtON, Existing use of property:Vacant Intended use of property:Sin le Famil Residence _.. ___........_..___.... _.._...__.._..... .. ..._....._..__._...._._._._..._..._..e...._ W...__...._.......... ...._,.. .... _.. 9...__.._..�_..d,..,........y... ......."_. Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to A(� this property? *Yes El No IF YES, PROVIDE A COPY. W Check box After Reading:",The owner/contractor/design"professional is responsible for all drainage and storm water issuds as provided by Chapter 7.36 of the Town Code.APPUCATtON IS HEREBY MADE to the Building Department for the issuance.of.a Building Permit'pursuant to the Building Zone Ordinance�f the Town of sauthotd;Suffolk,County,New York and atherapplicable Laws,Ordinances or Regiiletiuns,for the eonstructlon of buildings, additions,alterations orfor,removal or demolition as herein described.The appticant agrees to.wmptywitw'all'applicable lawsr;ordlnantes.building code,, housing aide and`regutations and to admit auto Irized inspectors on premises and in buildid$(s)for necessaiiinspectioins.l:alse s#atamentsniada'hereln•are punishable as a Class A mLsdeineanor pursuant to Section 210AS of the,Ni*York State penal taw. Application Submitted By(print name):Christopher F. Dwyer BAuthorized Agent []Owner Signature of 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 Ay day of February 2021 Notary u lic CHRISTINE WIEGAND PROPERTY OWNER AUTHORIZATIONA)T/h -wPual_IC State of New York (Where the applicant is not the owner) a mmission Expi;SAu gU Counttyy gust 17e Z John Popovitch residing at 3080 Route 112 Suite B Medford NY 11763 do hereby authorize Christopher F. Dwyer (LKMA)to apply on my behalf to the T wn of outho (ding Department for approval as described herein. ,211 ZZ/ ner's Si90t,ure Da John opovitch,Zenith Property Group LLC Print Owner's Name 2 F8tjt`O BUILDING DEPARTMENT-Electrical Inspector c TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold NY 11971-0959 7 ��0�� Telephone (631) 765-1802 ' ` Temporary Certificate # 1711Z,_ Date S 2022 Customer Name �� Electrician Name Address4•1&2,5 Phone 7oqr b e-mail e-mail ( n ' GI PSC r Phone License# LJ&b Size !2,WZA Phase Overhead Underground T #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected 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 eerrservice equipment. This verification is valid for s from the date 56ve. Authorized by f ---------------------------a------------------ SUfFO�,�c OGy BUILDING DEPARTMENT-Electrical Inspector o � TOWN OF SOUTHOLD W Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �45 0�� Telephone (631) 765-1802 Temporary Certificate # ,� Date O 2022 Customer Name p,��s Electrician Name l�LGJ J Address 14 Phone e-mail e-mail L /4 ISP NGC�r rG''C/In Phone /J n License# l�6 � Size / A Phase Overhead Underground #of Meters Remarks TT #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 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 verification is val' days fr date above. Authorized by ` ---------------------------------------------- BUILDING DEPARTMENT- Electrical Inspector S TOWN OF SOUTHOLD j y �` ' Town Hall Annex - 54375 Main Road - PO Box 1179 � X10 _ Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a�southoldtownny.gov seand�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 6 Company Name: Name: License No.: e e ail: I a p 6Phone No: 63 _ p request an email copy of Certificate of C mplia ce Address.: Y JOB SITE INFORMATION (All Information Required) Name: Dfi!�& 0 MIA�AIK ODC12 Address: f Cross Street: Phone No.: ' Bldg.Permit#: IS-5 email: mokfnew,hDVI&AetL�,e �1h. Tax Map District: 1000 Section Block: Lot. 60 �J BRI F DESCRIPTION OF WORK (Please Print Clearly) D® Check All That Apply: Is job ready for inspection?: [KEES ❑NO ough In ❑Final Do you need a Temp Certificate?: S ❑NO Issued On Temp Infor7'opol (All information required) Service ize ❑3 Ph Size: o b _A #Meters_ Old Meter# New Service ❑ Service Reconnect 215nnderground ❑Overhead LSI " # Underground Laterals CI1 ❑2 ❑H Frame❑Pole Work done on Service? �Y ❑N Additional Information: r PAYMENT DUE WITH APPLICATION yo Electrical Inspection Form 2020.xlsx `� po �a U;. :V ;A. E�'MERC�EN ■ Y SERV LSE A 21 Frowein Road Center Moriches'NY 11934 631-8.74-2098 info@puccioefectriccorp.com Job-N me 8t 141? 25 �j�WZ� .�PJ� ��V�� L'ot# Address N KI A/C Units: AMI' Arc Fault BreakersBreakers Used �' ' lSCeiling,Fans Dish Washer . f �"I2023 Dryer GAS ELECTRIC Dual Function Breakers 'DING r , w Exhaust Fans. Fan Speed 'Control I Fire Place '-—L •= Florescent Lights --z-- GFI Breakers GFI's t Heat:Sensors It Hats Lights Outdoor LightsPool Lig s Outlets Switch 1 Panel Pum Septic Line u ets, , SM/CO.Combo I's Smoke DetectorsCLECT ) i er ( Stove GAS ' RIC Bre, kers) Switches Sub nel Lt,2, Total Breakers Bondi ( Washer GASLECTRIC SURVEY OF PROPERTY ON THE SUBDIVISION MAP OF THE FIELDS AT MATTITUCK { LOT 6 : 0 FILED MARCH 31, 2006 AS MAP NO. 11370 N 67°21'00' E 293.25' .1g SITUATE AT MATTITUCK TOWN OF S OUTHOLD C7 � SUFFOLK COUNTY,NEW YORK 3 'a AREA OF PARCEL = 41,673± SQ.FT. OR 0.957± ACRE O x573 NOTES MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. Q. J Oq I 2. BEARINGS AND DISTANCES AS SHOWN ON THE FIELDS AT MATTITUCK-,FILED MARCH 31,2006 AT V Z .I / THE SUFFOLK COUNTY CLERKS OFFICE AS MAP N0.11370. J* / 3. ELEVATIONS REFERENCE NAVD 1966. W Q �' / UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND Z U Z• { ��„"` / 4. SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE EDUCATIONLAW. Z�` ti •W { �/ 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND X56 SURVEYOR'S EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS -VACANT ' 1 SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY/S PREPARED AND ON HIS BEHALF TO ` ? THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND X0,2. / OP TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 7. UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITYMARKOUT LOCATED ON ON . . % Q �Q THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL N { !V N UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZEAND TYPE BY THE 56.� StiV� RESPECTIVE UTILITY COMPANIES. V ;• by �ti 8. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. 2 • ' • :I /� Q / 9. THE SURVEY CLOSES MATHEMATICALLY. +`7wi VJ � e xss� •��.of NEW 20 / 469' LEGEND a ••.•CATCH BASIN E OE .............ELECTRIC MANHOLE / ` X54. OSCSZA • •• •WATER VAL VE 201 u DATE BY DESCRIPTION JAPPROV. BY ® ..•..••..••..•WATER METER LAND . REVISIONS 0 .............•CABLE TV BOX ^ CERTIFIED TO: Town of Southold 2� •• LOT NUMBERS 1.BROOKLYN TIMBER LLC Suffolk County, New York 2.FIRST INTERNATIONAL TITLE AGENCY Stanley Road ••..BUFFER AREA • � � Mattituck, New York .......... SUFFOLK COUNTY REAL PROPERTY TAX MAP —T—••••••••••••.•UNDERGROUND TELEPHONE I hereby certify that this map was made from an actual survey Survey of Property DISTRICT 1000 —E— ••• ••• UNDERGROUND ELECTRIC completed by me on 05/13/2009 and updated 11/25/2020. L. K. MCLEAN ASSOCIATES, P.C. SECTION 106.00 BLOCK 08.00 —W.'"""""" UNDERGROUND WATER CONSULTING ENGINEERS & LAND SURVEYORS LOT 08..000 ••••••••••••.•CONCRETE MONUMENT � ,L1(� 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK FAWN LAN TAMARA L. STILLMAN,P.L.S. S.veyed KG/JL g�de1 1•= 30 Sheet No. NYSPLS No. 50528 Brown By. cea Date: '"'1091_'0_'0 )< L111100111100 F!e[ds B Mattituck Engr 8 Survey\Survey Dept\Drowings\20099.000 lot 6.dwg 6/29/2011 447 PM Tamara Stll(nan Approved By- TLS �iie No. 20099.000 Il 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 KNOLLS, SECTIQN TWDI AREA SUMMARY TOWN OF SOUTHOLD MAP NO. 5448, FILED 4/9,/70 SUFFOLK COUNTY,NEW YORK -- -- -- --� -- LOT LOT AREA NO. SQ.FT, SUNSET DRIVE 1 56,640 JAN p9 `SiµD� (50' VIDE) 2 61,994 a st° a o ti Q vat N/F 3 100,312 SF VA WELL SITE DANIEL V AND MARIA 7 $ 38,395 BRISOTTI �� I I 003 I N/F I N/F I MICHELLE AND NIFNON.p I 6 41,673 �p sc a 2` CARLLLER Rn �A,(° ANDREW AND O( \\" =3 l N/F N/F I N/F I JOI N/F LONSTRNTINOS I MARIA ISTEVEN MALROSI N/F ONO 7 36,951 _ h01 PEGGY CATHERINE AND HI ¢�I LOULOU AND MARKELLA MAGRIPLES WATERSUFrDAU D N8(/A-A, PERTSINIDLS j:AMAS PAN➢O KONS7ANTINIDES LOUKAS fp 832,744CONTOVEROS /a.r • s22•DO's39.28' s9 56,959 ° aD L21'48'10_'E \ - nv tt� --67400' 10008 _ -- ➢ K — «�n 10 47,933 C v NiLLR Kc1 e"v' 11 37,104 °" FfER W N 25'VIDE EXISTING AND/OR F I `-° 21 / 8U \�\ RELOCATED R.O. �_ 13 51,427 0p sp �W I O Joao-laapB.o-0Tsnon 4�� / 14 — sc rx lm. \\ I ®_ 14 50,850 !I/F I "I SGTX IR V4,AP fIXtl-IOG00-0800-067.000 \ 11� EASEMENT FOR •- 15 49,208 W 3 SGTX Aa I N20'37'00"L!/24000' STORM VATER PETER AND ELAINE I f00D-106.00-OB00-OSSWO / .IF' IOW-IOK00-0800-068GN RETENTION PSYLLOS f,1 �_ 16 37,240 h F J S2M37'OD'E 240.00' -AREA A ) /7 � 7` f/ e I ,P'l� • ,'Y a ��' ;/r , 17 30,931 SUBJECT o ; 20 15 — "a,{�:��F� o R 'prlll;/ �I, W 20 32,685PROPERTY020 a n SGTX/� l scrx ��'511`tis 12. m I;�rul: I W wF �+ .' laao-Jc�6Woam-o74ma c, IaWaaa9-asaa�6Aam ; O 4 21 41,195 RRE ROW LLC Vd I 4 `'� e. - N/F I '1!A I''n J t5t4Y,P' 9/ aQ / /' 'a GR£GG R KO I 1 Q y 22 31,876 (4. 23 33,931 / s, 26 24 32,803 TOWN OF SOUTHOLD °+ N/A i 60' • N/F 16 B. l� h59 !n'n ��`�=v NICKflLAS AND DINA 1 L•VLR O SGTX ND 25 Ery 4L �'*/ 25 34,082 KANELLOS IW2 41 �jf.,.^•, >!' q 2 '+ IWO-IO6W-08.00-09000 \ I`3W I O V + 1400-r�Wrxpgro"07]noa/ -''4 IaW-I Sa6 G.a0 xaem-07aom 10000-I SGa TiSDa-S a79mo ,1'••. I N763B'ia'v 204.00' 26 32,010 pa ¢ IJam-1�Bm a56m0 I r.;.�4 11 1 N 4B �W W 10 27 1,367,048 Hv c R➢Iw aassaao e ROAD 145,800 y NEv M9➢L i8, w 2,481,801 TOTAL P 20'VIDE RELOCATED O 77 1 w A: 'I Rn y, r4wF .�Q 22 24P, I H 1 56.974 ACRE BDUNn Ay N/F yap• JOSEPi1 M,AND 1 SGTX MJ SGTX ND ¢ E UGO RONDIALINE I W��q C Wyly,• ERIN R HACARI :*17000-100400-01100-071000 IW04 O8a0-O]6A00 t00a-ItsOo-oBas078ran 5¢-9 K9Tc \^" scrx Na 10 q W W I� - �'. _ -� •F - !MO-10600-08.00-011Om - JOmgam-O8.m-061A00 I'W y W lctu �- 5D'VIDE VATER MAIN y\ 1 °000' EArEMENr rD rHE �¢' / LEGEND 1 SUFFOLK COUNTY B - WATER AUTHORITY r � ,��` -� \A REA=145,900 SQFT/ s V -,lel c5e •6 N/F 0 DECIDUOUS TREE n CAROL C.KEILLOCATION MAP ® ELECTRIC MANHOLE 1� SGrx APl C Q FIRE HYDRANT (NO SCALE) /F IOW-f%m-W1Vf1630W N/F ANDLEEN O O J 8 i 1 CATCHHBA BASIN EVE STRAUSMAN WINSTON ra1Ap 3 a"•.-'NONrGOHERY," , 7 O W I ¢ pt4' SGTX SGTX!m. I ® ROUND DRAIN INLET O `' :•''•. 1m0-IO6.W-08m-099.000 IOm-ILK00-0800-060000 _ NOTES (FORMERLY SGTX MJ (FORMERLY ARTHUR BURNS) K 1 SGTX� �% f 44 d r SL /� VATER VAC VE=TX � c � IWo-Jo6.m-oam-as7Wo ''1 Imo-Josmroam-a6lnao14 Ioao-fo6.mroaoo-o6eam WATER 1. .NEASUREMENTSARE IN ACCORDANCEWITH US STANDARDS TV BO ySL.TX ,•wa / © CABLE TV PDX {Jam_1W.m-oflno-oSBDm�^' POINT OF BEGINNING q © COT NUMBERS 2, BEAR/NGS AND DISTANCES AS SHOWN ON THE FIELDS AT MATT7TUCK;F2ED MARCH 3T2W8AT 'Al[iV'D1. i ——— _ .q •,•y S''��, ' �' Q BUFFER AREA THE SUFFOLKCOUNTY CLERKS OFFICEASMAPNO.11370. -- ti c_—.•.:.- � d SP' ,�„V -,- UNDERGROUND TELEPHONE 29.SY 10848 -- - -- -- -- - - -- B•2T WELL 3. ELEVATIONS REFERENCE NAVD 19811 N2375'OD"✓NIS•5700'•y _20.1800"00 ,.41885' _22.39'00"V 200.06' N/F N21.29'28'V B54.t3' DOUGLAS A AND FRANCES M COOPER UA'AUEHORIZEDALTERATION VIOLATION DITIONOF IO 7M9,SSURVEY MAP ISION ZNG THE -- - / 4. SURVEYOR'S SEAL IS AV/OLATKIN OF SECTION]209,SUBDIVISION 2,OF THE NEW YORK STATE -- -- -- -- -- -- - -- EDUC4TION LA W. 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITHAN'ORIGINAL OF THELANO SURVEYORS'EMBOSSED'OR 9NKED•SEAL SHALL BE CONSIDERED TO BE VALID RUE COPIES PRCPERTY IS SUBJECT TO: 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THATTHIS SURVEY WAS PREPARED IN • DECLARATION OF COVENANTS AND RESTRICTIONS IN USER 11635 ACCORDANCE WITH THE EXISTING CODE OF PRACTICEFOR LAND SURVEYORSADOPTED BY THE PAGE 254(NOT LISTED)AND USER 12389 PAGE 816(NOT NEWYORK STATEASSOCU(TION OF PROFESSIONAL LAND SURVEYORS.SAIDCERPFICATIONS LISTED). SHALL RUN ONLY TO THE PERSONFOR WHOM RE SU•^VEY IS PREPAREDAND ONH1S BEHALF TO • DECLARATION AND COVENANT FOR ROAD DEOICAMON AND THE TITLE COMPANY,GOVERNMENTALAGENCYAND LENDING INSTITUTION LISTED HEREONAND HOMEOWNERS ASSOCIATION IN LIBER 12429 PAGE 522(NOT TO THEASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONSARE NOT TRANSFERABLE TO USTED). ADDMONAL INSTITUTIONS OR SUBSEQUENTOWNERS • ELECTRIC AND TELEPHONE EASEMENT IN USER 12520 PAGE 531 (AFFECTS STREETS). 7. UNDERGROUNDEMU77ESSHOWNONTMSSURVEYAREFROMURLtry MARKOUTLOCATEDON • ELECTRIC EASEMENT IN USER 10702 PAGE 482(NOT APPLICABLE). THE GROUND ANLYDRRECORD PLANS BEFOREANYMCCAVATIONIS TOBEGIN ALL • WATER EASEMENT IN LIBER 12495 PACE 137(PLOTTED). UNDERGROUND UnUTIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZEAND TYPE BY THE RESPECTIVE UTIIJTYCOMPANIE3. Z g. RfGMS-0f-WAY NOT SHOWNARE NOT CERTIFIED. Q 9. THE SURVEY CLOSES MATHEMA77G4LLY. 10. ZONING USE DISTRICT'AC(LOTS 1-26)AND LOT 27"PROTECTED R 6 i DATE BY DESCRIPTIONAPPROV. BY REVISIONS z — Town of Southold Suffolk County, New York TITLE SURVEY F Property at Mattituck SVFFOLKCWNTOY REAL PROPERTY TAX MAP NO. CERTIFIED TO. DISTRICT two OLD. SCHEYERCOURTLLCROUP, ` f "THE FIELDS AT MATTITUCK" SECTION 713.00 JOHANNA RICHARD 2012 RUST,' ,p� Yir(=p,y- a BLOCK 0200 BROOKLYN TIMBER LLC L.S. L. K. McLEAN ASSOCIATES, P.C. s LOT 001.002 GRAPHIC SCALE * y AND IhembywWAylhallldsmap was madehomenacluaf5 y ` =`* CONSULTING ENGINEERS & LAND SURVEYORS Y SUFFOLKCOUNrY REAL PROPERTY TAXMAPNO. —p10,,d by-on 10/092020. 'J 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK TOWNOF SOUTHOLD: I-,I �, � Z. _ e o`f Desl9ned By G.L.B./D.M, Scale: 1"= 100' sneer No. q DI rRI�cr 1c�— �ra PeF-r) \�?�-_/� g t SECTION 10600 TAMARA L STILLMAN.RLS. L(Al,'OS Dranl Hy' T.L.S./D.14, Date: 10/12/2020 BLOCK 0800 1 c6= 100 IL NYSPLS No.50528 1 p LOTS �d067-057.000IN�6Ad and 0740005 dDa Approved By, T.LS FT.No. 20099.000 56 d 067-030-07f.000 INCL and 074 OOO and 075.000 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A N 67'21'00 E_ �',_�' _ J325' _,�sD.^\_I \__� -- __ „- o� SINGLE FAMILY RESIDENCE ONLY 3 II \\J PR / 2/10/2021 R-21-0037 U.G. DATE . . . . WATER SE`ER APPROVED In e� PROPOSED / FOR MAXIMUM OF 4 BEDROOMS DRAIN EX. MEQ EXPIRES THREE YEARS FROM DATE OF APPROVAL 01� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES B 10' IN 4f 8. ��t�d / oo CaPonK U e ( 59MIN. _ II"\� - MININ. /� -6D- e °j tilnttnuctc Hris 45m /-/ PROP. U.G. -I \ y6 ELECTRIC QN" SERVICE Nc� to Al e� evbr4pe 4'j' ! I I PROJECT Pua[ic 4'NTEDST - 2t7 5 LOCATION 4,6y, I r SITE PLAN , LOCATION MAP SCALE: 1'= 40' SCALE: 1 1,000' a m eo l( Fro, FAWN LAN EXCAVATION INSPECTION REQUIRED FOR SANITARY SYSTEM DEPTH EXISTING I BY HEALTH DEPARTMENT Ff:FMn• BUILDINGS: GRADE PROPOSED 2 STORY RESIDENCE 0'•:::::.�::55.8'DARK BROWN LOAM .......... PROPOSED BUILDING 4 BEDROOM 1' 54.8'BROWN CLAY 2' 53.6' PROPOSED ASPHALT DRIVEWAY R�40 RESIDEN1lAL) PALE BROWN FINE SAND PROPERTY LINE SITE DATA: 5' 50.8, PROPOSED CONTOUR i sctM/: 1000-106-0e-060 - 11.0 -EXIsDNG CONTOUR — PROPOSED CLEAN OUT SITE AREI• 0.957 ACRES BROWN CLAYEY SAND ;P) PROPOSED SEPTIC TANK GENERAL NOTES: PROPOSED SANITARY LEACHING POOL 1. THERE KNOWN WELLS(DEEP OR SHALLOW)WITHIN 150'OF PROPOSED SANITARY 11' 44.8' DATE BY DESCRIPTION APPROV. BY irt) OF PROPOSED CESSPOOLS. REVISIONS PROPOSED FUTURE EXPANSKw sANITARY LEACHING POOL 2. THERE ARE NO KNOWN STORM DRAINS WITHIN 20' 3, THERE IS A WATER MAN AVAILABLE ON STANLEY ROAD. TOWN 0 F S 0 U T H 0 LD --�—PROPOSED SANITARY RPE 4. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 BEDROOMS- PALE BROWN FINE SANG PROPOSED r ADS ROOF DRAINAGE PIPE SUFFOLK COUNTY NY `) PROPOSED WO DRAINAGE STRUCTURE(SOLID COVER) SURVEY NOTES: ACCORDANCE 38.8' - ,. MEASUREMENTS ARE IN ACCORNCE WITH U.S.STANDARDS. THE FIELDS AT MATTITUCK PROPOSED WATER SERVICE 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM.LONG ISLAND ZONE. TEST HOLE BY MCDONALD GEOSCIENCE -�—PROPOSED U.G.ELECTRIC SERVICE 3. ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988. DECEMBER 23, 2020 EX.UNDERGg�UND WATER 4. TOPOGRAPHI_AL SURVEY OBTAINED FROM 2014 USGS CMGP UDAR:POST SANDY FROM THE NATIONAL (NO WATER ENCOUNTERED) LOT 6 PROPOSED SANITARY - - DL UNDERGROUND TELEPHONE OCEANIC AND ATMOSPHERIC ADMINISTRATION HIGHEST EXPECTED GROUNDWATER 0 EL 0.50' EAN 5. PROPERTY SURVEY PERFORMED BY LK.McIASSOCIATES,P.C.ON 5-13-2009&UPDATED ON * �p,, "NSW PLAN 11-25-20 TEST HOLE #2 L. K. McLEAN ASSOCIATES, P.C. N.T.S. COlISIILTNO f]rr„46M 437 SOIIIN OOMIIR q MOIOIAYDI,IEW,'OAC 1171E M pC®I 1/ Zap-- M SOZ b O'IO.4 111<Na N' �l Shoe,NO. ,,a-„�,d,i� J'/ D=Igl d B7: MF/CFD scde: AS NOTED �m” I'm-num i #7397 t ��1p1i"�x *� �` MF Dab: DEC. 2020 w'�mno"'v,�.m �ESSION� °ro'" S A 1 °1'O A O^' m.p °'° ' APprowd W. RAS File No. 20099.000 F.F. ELEV-63.0' STOPPER OR END PLUG 10"x 15"OUAZITE ENCLOSURE WITH COVER FINISHED LOCKING CASTING TO GRADE GRADE ELEV.- 60.90' IN LANDSCAPE AREA GRADE (EL 60.15) CONCRETE COVER EXISTING GRADE 20' 1'MIN. IN. 2' 1' IN. ® 4' 20" CONCRETE CHIMNEY MIN. 4"DIA SDR JS , PVC PIPE PITCHED MIN. 1 4'PER 1' MIN. 4•p 6" 6" SOR MIN,p P'p PRCHED INVERT(IN ELEV. 55.99• -- --i — 1• 25'(AX. BAFFLE WALL CAST IRON PIPE SHALL INVERT(IN) g' INVERT(OUT) EXTEND THROUGH ELEy, 54.95' 4.0' ELEV. 54.45' OF 2'. WALL A MIN. (EFF DEPTH)T } SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES J INVERT(IN) 6" SDR 35 ELEV.53.40' PVC DROP TEE 4'MIN. IEi- B 8'0 1.250 GALLON SEPTIC TANK W/DOME *' I--�•-1r—I SECTION sr STEEL Bp.T 12'_0 PLAN 1/6•THf.worse+ 7/E'0-RNO OAqu 119D3: NOTES: 1. T CCW0IW TO ASTM ME CLASS 300 OR 3511 2. LOQ RADW.FOR A45f110 A 115 20-K MWNttt 1.CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. ® 28 DAYS. I 3.0' 3, �,�COVER AS yyAFACTURED BY LOW MAKp 2.ALL FRAMES k COVERS SHALL BE, WATERTIGHT, INSECT—PROOF AND I, CO't1AR71 PRM4Sr OR AFPRowF�F�wM. LOCKABLE. (MIN.j _ 3.CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT �COU:AR 24"0 WATER TIGHT HEAVY DUTY FRAME & COVER EXCEED TWO FEET IN HEIGHT. (TYP.) ...I NSS 4.UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. IT IS THE I ._ - - .•I CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL BOTTOM OF POOL - AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. ELEV.41.73' - 6' MIN.PENETRATION.INTO naval an oo Rw 5.BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL I A VIRGIN STRATA OF.SAND IW•1s DCLOM rtx COMPACTOR AT 6" LIFTS. — — — r —— ` — — GR� = I mwc w°°xw « 5.CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY J DISTURBED AREAS. BACKFILL MATERIAL 7.ALL UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH CLEAN SAND AND CLEAN FILL MIN. 3' AROUND AND BELOW SANITARY STRUCTURES. 3' MIN.ABOVE HIGHEST GRAVEL EXPECTED G OUNDWATER STK m1 s ne we 0 w 3a now TYPICAL LEACHING POOL �-ow O wE fLlRfl ♦aM ♦aw NDf HIGHEST EXPECTED WATER ELEV-0.50' TYPICAL CLEANOUT DETAIL-. ------------------------------------------------------------------ ----_----_—__-----_—__--- MTM LOT 6 SANITARY PROFILE 2/8/21 MF AS PER COMMENTS FROM SCDHS DATED 2/5/21 CFD DATE BY DESCRIPTION APPROV. BY REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY NY THE FIELDS AT MATTITUCK LOT 6 SANITARY DETAILS ZE F NEiyr . A. gTFffO�g, L. K. McLEAN ASSOCIATES, P.C. CORAR.TBW wmxmo 437 SOMI,OOtx1IIR 0.,■oOMaVDM,NEW TORT 11719 MGIGlIG14�trMsO Iml lOf Mf�e ,1 :E' peyy-Dr. MF/CFD style: AS NOTED �'�NO' I�fpY AID�mI IW AaT)f0 AYYI,ep 0r M MIY�fi MC16 �OA 73§7 \<,` prom gy; MF oats: DEC. 2020 naafi M w,aaaa c M Alf On a1]f 1 ESSIONP �-+/1 1wa>4 aWa�>qu od 0m Ma MA• . I __ Approved gY• RAS FIb No. 20099.000 SURVEY OF PROPERTY FJ g ON THE ( J / SUBDIVISION MAP OF i doJ7�r\ THE FIELDS AT MATTITUCK '° LOT 6 FILED MARCH 31, 2006 AS MAP NO. 11370 l7�A W SITUATE AT • •I '25 ,3 N 67°21'00' E 29 � 4g� -- --- -- -- --- ---T- 3,25' ----------- MATTITUCK ON : : : : : i p d^. �2p` TOWN OF SOUTHOLD cvi SUFFOLK COUNTY,NEW YORK 3 :o o S AREA OF PARCEL = 41,673± SQ.FT. OR 0.957± ACRE NOTES I / x 57.3 1. MEASUREMENTS ARE/N ACCORDANCE WITH U.S.STANDARDS. % � I 011 �• � I / N 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. O N 3. ELEVATIONS REFERENCE NAVD 1966. v Z ti, .•i •6'- � 0 UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND � Z• O. o OQ 4. SURVEYOR'S SEAL ISA VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE EDUCA77ONLAW. V .W LL p• 'i �P� / 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND W „ •� ti ,\ SQ SURVEYOR'S EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. IZZZ ti �• •I ' % P 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN 0 x 56.Cy ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE �, q• r'o- NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS — �, I O ti SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY/S PREPARED AND ON HIS BEHALF TO .q• ICON `` THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND •2 I 1�6 O L� 6l ti O \O ti� TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO V • :I p•�) q�� 6' n• ` ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 7. UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION/S TO BEGIN,ALL g l? ti O p CpolR �/ Q� UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BtTHE • I v- ^q? �s>rry°,,� ` v�� RESPECTIVE UTILITY COMPANIES. ti X6.1 B. RIGHTS-OF-WAY NOT SHO WN ARE NOT CER D LEGEND 9' THE SURVEY CLOSES MATHEMATICALLY. / JUL — 8 2021 •......•••••••CATCH BASIN • I / / J�� OE ...••..•...••.ELECTRIC MANHOLE Q / V .......... j�� ••••WATER VALVE u��"'-'��• / 7 rC'JpM,. TOLD ............ WATER METER TOFr:T C.: ,3`��s,,_ at ipy •�\ / / V� p© ••CABLE TV BOX �OF 1rE X 55.� ..............LOT NUMBERS 51\ p�p L• 'ST/� O�L SO 8 •.......••••••BUFFER AREA / q \ —T—••••••••••••••UNDERGROUND TELEPHONE ~! 9y —E—.•••••••••••.•UNDERGROUND ELECTRIC —W—••••••••••••••UNDERGROUND WATER f ■ .............•CONCRETE MONUMENT 050528 O TC •••••••••...•.TOP CURB a T.F. •••••••.......TOP FOUNDATION x56.5 ••••••••••••••SPOT ELEVATION � X54. DATE BY DESCRIPTION APPROV. BY REVISIONS c� Town of Southold Suffolk County, New York Stanley Road 1 Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP ` I hereby certify that this map was made from an actual survey Foundation As—Built DISTRICT 1000 completed by me on 07101/2021. L. K. McLEAN ASSOCIATES, P.C. SECTION 106.00 CONSULTING ENGINEERS & LAND SURVEYORS BLOCK 08.00 497 SO. COUNTRY ROAD, HROOKHAVEN, NEW YORK LOT 060.000 —— Surveyed Dy. JL/IPL same, 30'1'=N TAMARA L. STILLMAN,P.L.S. Sheet Na. FAWN LA NYSPLS No. 50528 Dra•n By' GLB Date: July 7, 2021 Il Pr\20099.000 Flews @ Matt/tuck Engr 8 Survey\Survey Dept\DrawIngs\LOT 6\20099.000 lot 6 as bullt.dwg 6/29/2011 4x17 PM Tamara Stillman approved Bye TLS Flee No. 20099.000 Il SURVEY OF PROPERTY ON THE SUBDIVISION MAP OF i \ THE FIELDS AT MATTITUCK LOT 6 FILED MARCH 31, 2006 AS MAP NO. 11370 .I 6'ALUMINIUM FENCE N 67°21"00� E 293,25' W SITUATE AT - - - - :1 �___ __T----- ------ g MATTITUCK I TOWN OF SOUTHOLD �. : . : . :�I ;�� ti b�p� SUFFOLK COUNTY,NEW YORK C c5 AREA OF PARCEL = 41,673± SQ.FT. OR 0.957± ACRE Ln O ti I NOTES 41,;• i i ; X57.3 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. e , ti0 I I 2. BEARINGS AND DISTANCES AS SHOWN ON THE FIELDS AT MATTITUCK-,FILED MARCH 31,2006 AT (LJ W THE SUFFOLK COUNTY CLERKS OFFICE AS MAP NO.11370. q ��•�"� ^, 3. ELEVATIONS REFERENCE AIAVD 1988. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND 4 L ISA VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE EDUCAT ON LA W. 2Z 1 ti�� GHQ �? v ZP / 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND ~ •I S3 0 S�0 �� V� J, sr gCo�'I" '� PSQ SURVEYOR'S EMBOSSED'OR'INKED'SEAL SMALL BE CONSIDERED TO BE VALID TRUE COPIES. Z ^r Q�f• f 97,4----------- -- 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN _1 q O J•_ pJ ti0 Q Q rL� Q<56. ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE ------ (Q' `` -1 �9Y '� NEWYORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS Q ^ �, I SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY/S PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND Z I Jp Jp� S JsV brym 1 q�4 S g�oC h� TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO 1 Y c �� / ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. � 3 � ' Z • 'I o�� 4�. a off.� �Q� ,5_s .o _ C �P ` ' 7, UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON q 0�,J I tib' q/d A JQ' J( W \ 0 V THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION/S TO BEGIN,ALL Q �� UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BYTHE OJ` 4p � RESPECTIVE UTILITY COMPANIES. J�ti 0 �J P��' / � 8. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. _ O' \0 �v1 / 0 a� 9. THE SURVEY CLOSES MATHEMATICALLY. LEGEND NOTE.ALL BURIED UTILITIES(WATER ELECTRICITELEPHONEAND GAS)SHOWN ON THIS SURVEYARE BASED UPON V n, AS-BUILT INFORMATION PROVIDED BYTHE OWNERIDEVELOPER OR THEIR DULYAUTHORI7FD REPRESENTATNE'S /��d CATCH BASIN (INSTALLER)MEASUREMENTS. QE •••ELECTRIC MANHOLE BRUSy 0?/ `AC_ ..............WATER VALVE 1 I �p =V� ® WATER METER • .I I• I 8 // / V� 0 ..............CABLE TV BOX •••LOT NUMBERS BUFFER AREA CO (�i' L. S�•�r� o�� •............. l —T—••••••••••••••UNDERGROUND TELEPHONE 9 \ / —E—••••••••••••••UNDERGROUND ELECTRIC —W—••••••••••••••UNDERGROUND WATER 20¢, / •••••••••••••CONCRETE MONUMENT r 9 ■ 050528 o FEB 0 201 �` a TC ..............TOP CURB �� E T.F. ••••••••••••••TOP FOUNDATION /• x56.5 ••••.••.•.•..•SPLIT ELEVATION F`n7iJ�'Pnr*01 � E X54., CO I p DATE BY DESCRIPTION JAPPROV. BY REVISIONS c) Town of Southold Suffolk County, New York 4625 Stanley Road 1 Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP I hereby certify that this map was made from an actual survey Final Survey DISTRICT 1000 completed by me on 01/12/2023. L. K. McLEAN ASSOCIATES, P.C. SECTION 106.00 /J��/� ./ CONSULTING ENGINEERS & LAND SURVEYORS BLOCK 08.00 �Q- (� 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK S,.veyd eY JL1✓PL LOT 060.000 -- e FAWN LAN TAMARA L. STILLMAN,P.L.S. Sheet Na. NYSPLS No. 50528 Drawn Byi GLB Date: January 19, 2023 1 9\Shared With Me\Projects\20099.000 Flelds B Matt/tuck Engr 8 Survey\Survey Dept\Drawings\LOT 6\20099.000 lot 6 Final AB.dwg 1/23/2023 12,42 PM Glenn Brewster Approved BYE TLS Ra Na. 20099.000 ]t LEGEND SURVEY OF PROPERTY ON THE : K Q ' '-"""" ELECTRIC MANHOLE AWI H PROPERTY OPE ATYCROUP 293.25• "" _ OF N 6721 00 E SUBDIVISION MAP _ U4 '.. -. ." WATER VALVE THE FIELDS AT MATTITUCK -- - o� 'WATER METER 1201 ® " ' CABLE TV BOX LOT 6 ni , : : •�`0� (DW'i' "' ' DRYWELL FILED MARCH 31 2006 AS MAP NO. 11370 ® CATCH BASIN SITUATE AT 3 �� \ / :P. \�\ JD ';l /,\ —T— - UNDERGROUND TELEPHONE l`�) / OT ""' TELEPHONE MANHDLE MATTITUCK —E— - - UNDERGROUND ELECTRIC TOWN OF SOUTHOLD M ' W— .".. ..... UNDERGROUND WATER ti - SUFFOLK COUNTY,NEW YORK j OQ9 ■ CONCRETE MONUMENT & A PIN W/CAP SET AREA OF PARCEL = 41,673± SQ.FT. OR 0.957± ACRE W W ti L .oa � •O• UO w pS NOTES i4 : \r / _ '20• AS—BUILT SANITARY 37�4 DISTANCES FROM CORNERS OF BUILDING 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. ¢ ^ � 4 /�• �J A B 2. BEARINGS AND DISTANCES AS SHOWN ON THE FIELDS AT MATTITUCK",FILED MARCH 31,2006 AT ( < THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO.11370. ¢ _ ivy .101 qq�j ST 38' 29.5' CENTER OF COVER LP 49 B 5T �0 ' 39' CENTER OF COVER (� �! / 3. ELEVATIONS REFERENCE NAVD 1988. a O l`-b -"" O v 4. UNAUTHORIZED ALTERATION OR ADDITION TOA SURVEY MAP BEARING A LICENSED LAND r ` q 0' I LQ `p SURVEYOR'S SEAL 1S A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE V •` { EDUCATION LAW. i Vb S 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND `D Z : : : DW) �G SURVEYOR'S EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. c 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN m / ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE ^ / NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS 1P / `� 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 l^ TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO .S ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS, 82 8 7, UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUTLOCATED ON _ ® THE GROUND AND/OR RECORD PLANS.BEFORE ANYEXCAVATION IS TO BEGIN,ALL '0 7ETlTy PREF `_ / UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE ;�; Pie oE✓wry�y�IP _ RESPECTIVE UTILITY COMPANIES. arc vq d 2p¢69 8, RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. i 9. THE SURVEY CLOSES MATHEMATICALLY. n c SITE PLAN - SUFFOLK COUNTY REAL PROPERTY TAX MAP SCALE: 1'= 40' DISTRICT 1000 0 20 SECTION 106.00 BLOCK 08.00 LOT 060.000 � p I I, 3 f EB 9 2023 V m T= W s U � 3 gyp 1�Ep1�1 1 d Nlwu Mla/C M➢t OlY�16 u6YEl1 TE OIrtLf ary.Ltn[DMOf�tlNt� 0 sNlFA wsi sol IIN.fM FMaml.mtTE slot I.uFP.alols II¢1lvf. M iUl C[Rrt 611E KlFIaiIONKOM M > SUFFOLI< COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR 9/2/22 MF JUPDATED WATER LOCATION TO AS INSTALLED LOCATION CFD ASINGLE FAMILY RESIDENCE 7/11/22 MF AS PER COMMENTS DATED 7/9/22 CFD DATE BY DESCRIPTION APPROV. BY oDate 12/20/22 _ H S Ref No._______R-21-0037 ^" _ REVISIONS CD The sewage disposal and water supply facilites at this location have been TOWN OF SOUTHOLD inspected and/or cern led oy this Department or other aaenc:es and fourd SUFFOLK COUNTY NY E�N to be satisfactory FOR A MAXIMUM OF_ a____ BEDROONfS. THE FIELDS AT MATTITUCK a U ',~o. O Office W EPPER, PE.,CHIEF Management `QfirNE, LOT 6 SANITARY AS—BUILT PLAN • ��, • L. K. McLEAN ASSOCIATES, P.C. O CONSULTING ENGINEERS ,S/SOUTH COUNTRY RD.,BROWQLWEN,NEV YORK 11719 oDeeiecee By. MF/CFD stele: AS NOTED Sheet No. z 1+ D;s�a 0 �o DawMF Doe: JUNE 2022 JHJo SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Approves BY c Fn.Na. 20099.000 i Kidd SITE PLAN DATA: Cep1�n I, ZENITH PROPERTY GROUP LLC ,.. 4625 STANLEY RD., MATTITUCK NY 11952 ° 0 -. 1000-106.00-08.00-060.000 o i ,r .-s \ _ I .,�\ j SITE AREA: 41 673 SF 0.957 ACRES gym: N 6 7 �1 00 E / J . 13 � p LIMITS OF GRADING. 39,320 SF /0.903 ACRES • 4 ,� � �• p` -` , NO WELLS LOCATED WITHIN 100' .rr ON 9 . � MAttitLrck Hill 5�tA MLT/Q/G/0 ,� tT1 /POOL\ e.w.l \ / .►- � � /. / ` 6 \./ /�"\ \ .� � ''�T•�'.w"�-�5�:,";rlrit,�r. 1�,{,4:�'. y. p♦�M j ./1r.-�<WL•_ ` � c ` (' � a1uti=z'%�'..*r��":.:�:•,�:f:rrsi,; �,,�,r�'r'"�`'`'T'c. .�R%�r�'n,y °syNrRhtPROPOSED �( dp i} r4 V 6 SILT FENCE }AT ENTRANCE N 0 2 y' N L ` ^¢' / q. 4 1 / o n / atram I DWI / CNISTRUMM 3 e �r I PROJECT LOCATION 59 Z` � �\ .PLAN VIE LLQ IQ FI+J` �\• J �I i , I 4(, %I 10 vx LOCATION MAP 1 1• I M��r4' T �f< canes on ENTWM-FOUMMOF SCALE: 1"= 1.000' MPT FERKMM ML IMIr 0*4)AME CUT=MIX MR MWAL Icz � `� \` V ~ QO LP\ / 4 CROSS SECTION 0 q � j � � • TEMPORARY CONSTRUCTION ENTRANCE oFIE \ -59-- PRO OSED TRENCH I" �� f .��► �► � / - -60- } _ ,, \ DW2 D PROPOSED D I N W/ 6" AD DRYW L S r a~ \ \ \ AINAGE PIPET �' CONSTRUCTION ENTRANCE B" THICK REINFORCED CONCRETE COVER vJ� CONCRETE SLAB BELOW GRADE PERSPECTIVEVIEW SOIL STOCKPILE ( \ / E E w E / / E SURFACE AS PER SITE PLAN I AREA 500 SF t 1 FENCE MINIMUM 2 z 2 Y / WOVEN WIRE FENCE 1———— / (8x6 - 10 / 10 RECAST CONCRETE CHIMNEY FILTER CLOTH " 5� (• ;/• i 8�o�O ,•-�.""'•"""••••.... / � / is '� _°; r� ~ / �08 W %' k1 / III 13 E3 ca C YI= 0 I I III ©®®®I� I® EMBED FILTER CLOTH `rrCNAT N~ i 1 1313®® MIN, 6" INTO GROUND / Jd�Z•�1V`P IN I I� ©®I�®® 8" ADS DRAINAGE PIPL ,. Gpq 0 L7®� 6" ADS DRAINAGE PIPE FOR A4 " P44��k 4TOp�.�T�(J3, �a. /�, J �j$ / / TRENCH DRAIN ONLY, MAXIMUM DRAINAGE AREA / I•6s� / I • 1/2 ACRE / 100 UNEAR FEEL' �; a I ( �) 0®® SECTION DETAIL / — i� CL p®m SILT FENCE DETAILS all SITE PLAN ' /to / uW =11111 SCALE: 1 20' CLEAN SAND do 0 20 40 I I I GRAVEL FILL. , 2" HEAVY DUTY BAR GRATE, HOT w —'�—� Feet cs GROUND d DIPPED GALVANIZED, 1.5 O.C. -4 0 2'-0" Mi 8'-0" Diameter 2'-0" Mi CLEAN SAND do � 3HOLED4 U GRAVEL FILL ANGLE FRAME • + DEEP FOR (n , CONNECTING ; FAWN LAN TYPICAL SECTION CCD LEACHING POOL (DW) —$'-1�" -� PI" ..dc In A A _ - • IES i .END VIEW • LEGEND: STORMWATER DRAINAGE NOTES: ROOF LEADER L PROPOSED BUILDING CALCULATIONS: I. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED TRANSITION • -3* N 77- AS A MINIMUM. ACT /� �fT � NOTES CAST IRON V LEANO V 1 -r" �$•-1 w • REQUIRED DRAINAGE CALCULAnONS; 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES BRANCH WITH BRASS OR ' �" DESIGN STRENGTH v PROPOSED ASPHALT DRIVEWAY (2" RAIN EVENT) SHOWN, THE CONTRACTOR SHALL COMPLY WITH ALL ADDITIONAL MEASURES PER ASTM C31, 4,000 PSI AT 28 DAYS 0 DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE BRONZE THREADED PLUG LALT)-- IMPERVIOUS (ASPH - 2,100 SF COURSE OF THE CONSTRUCTION. I- -4- 2 REBAR ASTM A-615 GRADE 60 -4-� • 3. WELDED WIRE FABRIC ASTM A-185 (7 - PROPERTY LINE C-(1,400 X 1)- 1,400 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE 4 CAST IRON PIPE :•,�K'' 4. TRENCH DESIGNED F�2 MSHTO H-20 LOADING 0 1,400 X 2112" (RAINFALL)- 233.33 CF INSTALLED PRIOR TO DISTURBING ANY SOIL OR MILLING OF ASPHALT 1% MIN. PITCH GRADE U --�— PROPOSED CONTOUR PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PUNS " r•.• • •.•a: •4 ' / IMPERVIOUS (ROOF) - 2,020 SF WITHIN THIS CONTRACT OR AS DIRECTED BY THE ENGINEER. THE _ = 2,020 X 1 2,020 CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND REMOVE C --11.0—EXISTING CONTOUR ( ) COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY THE I—III- DEPTH EXISTING 2.020 X 2'/12" INF 1 1)= 336.67 CF ENGINEER. COLLECTED MATERIAL SHALL BE DISPOSED OF PROPERLY TO AN 4" SOLID BLOCK OFF—SITE LOCATION AS DIRECTED BY THE ENGINEER. GRADE OMIT END WAIL FOR INSIDE SECTION PROPOSED SEPTIC TANK PROPOSED DRAINAGE CALCULATIONS: ' '''''' ' DARK BROWN LOAM SECTION A-A 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL 0 :':::: •.: 57'8 PROPOSED SANITARY LEACHING POOL ASPHALT DRIVEWAY ( WW33) SEDIMENT CONTROL MEASURES DEPICTED ARE IN PUCE, AND APPROVED 3 54.8' BROWN CLAY • l`/ BY THE ENGINEER. U 233.33 CF REQUIRED B'/ DRYWELL- 233.33 CF/42.25 CF/VF- 5.5 VF 5. STABILIZED CONSTRUCTION ENTRANCE SHALL REMAIN FOR THE DURATION —rj'.0" 8" ADS 4' 53.8' TYPICAL TRENCH DRAIN PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL PROVIDE (1)80 LEACHING STRUCTURES o3' DEPTH OF THE SITE WORK UPON COMPLETION OF WORK IN SEQUENCE. SLOPE ® 1% PALE BROWN FINE SAND DETAIL --. PROPOSED SANITARY PIPE ROOF (DWI & DW2) ROOF LEADER DOWNFALL DETAIL 333.33 CF REQUIRED 7' 50.8' N.T.S. U) --Q— PROPOSED 8" ADS ROOF DRAINAGE PIPE B'r DRYWELL- 336.67 CF/42.25 CE,8T- 7.97 VF N.T.S. PPROVIDE (2)8� LEACHING STRUCTURES Q3' DEPTtI PROPOSED 8'0 DRAINAGE STRUCTURE (SOLID COVER) BROWN CLAYEY SAND DATE BY DESCRIPTION APPROV. BY �+ --*— PROPOSED WATER SERVICE --Ea— PROPOSED SILT FENCE t0' b Ns EX. UNDERGROUND WATER 0 0 13' �g' TOWN OF SOUTHOLD U TEST HOLE LOCATION SUFFOLK COUNTY NY E + SAND BAG L0 0 PALE BROWN FINE SAND THE FIELDS AT MATTITUCK �ai O Q IMPERMEABLE n v A A SHEETING1 74os LOT 6 STORMWATER � SECTION TEST HOLE 2LOSCIENCE NEW, M MANAGEMENT SITE PLAN , p 1:1 OR FLATTER a• Sr 0Q = 0 SIDE SLOPE (NO WATER ENCOUNTERED) 0 a P� HIGHEST EXPECTED GROUNDWATER 0 EL. 0.50' � � � L. K. McLEAN ASSOCIATES, P.C. L CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11718 NEW YORK PRMSITS CONCRETE WASHOUT DETAIL - () AW P�aR9TIDN LAW OF IN FRD I AALT io�iW�rreiM ON D NIZ TEST HOLE 1 C / Sheet No. – - Designed By: MF/CFD Scale: AS NOTED a �j AND ort n4E AaxOMpAANrru►►sT'eaNlcAlx»rs, uNtrss 11'19 N.T,S. �., C> EN NEML HERE 9M A AREPao oTH N.T.S. � P IONAL EHOINEM wusr TfltaN.ldCll. CA"AND pA 739�0��' Drawn By: MF Date: FEBRUARY 2021 SWj DlsaWeE THE ruLL ExT�rtrof THE ALTrRAr1ON oN THC ?OFES� Ix�AwIN G Arm/OR 14 p 1'TION(NTS ED. VO a --'" Approved By: RAS File No. 20099"000 i D� -7 TONIN COMMENTS Z RETAIN STORM WATER RUN F ' ' THE I — AURCfRA11 PURSUANT TO CHAP ER 23 OF THE TOWN CODE. z PR VED AS NOTED o A QUAL I TY NEN BIOME MODEL E3Y DATE. �� COMPLY WITH A L CO S � FEE: ��Qy: NEW YORK STATE 11 TOW CC Ayl OASIS AT MATTITUGIG, CORP. 7071802 BIAMNTO` r. PM TFORNT ATTHE � �^ AS REQUIRED AND CNI)I ! , �. FOLLOWING INSPECT IONS: zO N 1. FOUN ATION - TWO REQUIRED z FOR OURED CONCRETE ` +'" �` 2. ROUG - FRAMING & PLUMBING $ �; E 3. INSULATION ° 4. FINAL - CONSTRU('-!ON MUST BE COMPLETE F^z- 0. ALL CO STRUCTICN SMALL MEET THE } _ REQUIRF.MENTS OF THE CODES OF NEW u� YORK STATE. NOT RESPONSIBLE FOR OCCUPANCY OR - DESIGN OR CONSTRUCTION ERRORS, USE IS UNLAWFUL WITHOUT CE TIF , `i,,,Y' -— PLU 'BER CERTIFICATION ON LE'ID CONTENT BEFORE OF OCCUPAN Y � CERTIF ICA TE OF OCCUPANCY �. SOLDER USED IN WATER 0 PLUMBING SUPLY SYSTEM CANNOT ALL PLUMBING E EXCEED 2110 OF1% LEAP &WATERLINES NC_D - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TESTING BEFORECOVE Psl^,;G = ELECTRICAL o DO NO PROCEED WITH Rf,'SPECTION REOU-PR 0 N FRA!,,, a UNTIL SURVEY OF FOUNDATION LOCATION --- HAS B--EJ APPROVED. Must provide Mantmis T D, J and S as per -- -- ------ ---- NYS E_ _ _ nergy� Co, e FINI5HED SEGOND FLOOR - - --- --- - --- - ►lower door ,- and ductwork All exteriors lighting teE ting required, installed,replaced o z repaired shall confo n to Chapter 172 OL o o LU Ln m o N Z Wmtu CD °El El El 0- 1:1 El El 0- F Z: DOME] 0000 FLOOR AREA TABLE � z JU _Qz � �z FINISHED FIRST FLOOR FIRS LOOK ,215 5f >' (�/ W0 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - -❑-� - - - - _ - - - - - - - - SECOND FLOOR 1,202 sf 4mr� rz — r GARAGE 552 sf O O> 0 d -- - - FL11 El 0ry BASEMENT 1,226 sf / � N O d FINI5HED GRADE PORCH 241 sf ^ Z TOTAL LI VI NO SPACE 2,41'7 sf I I I I I i t I I I I I I I x I I I I I I I I I I I I I CONDITIONED FLOOR AREA 5A43 sf Z I I I I I I I I I I I (INGLUDE5 BASEMENT) < - - - - - - - - - - - - - - - - —� INFILTRATION VOLUME 37,200 cf (INCLUDES ATTIC 4 BASEMENT) .�,P..M.,.,•r° �' — L - - - - - �— � - - - - - F- — � - - — `-1- - - F — � - - - - - H — L--I- - - - - - -�' — `� — � 3 .�„ � — — - - - - - - -- - - - - - - - -� =J - - L - - - - - - - - - - --=J - - - —I 1.A ,. DRAPqlNe No. COVER 4 ELEVATIONS A-I # j ,•,t . acct 'R�' « �'•,. FOUNDATION PLAN A-2 ,_,./ , .., •.,.t,„-..� � ,,T. FIRST FLOOR PLAN A-3 -.; '•r�, „. ,. ,�" :•�" FRONT ELEVATION 2nd FLOOR PLAN A-4 WALL BRACING 4 ROOF PLAN A-5 SCALE: I/4" = I ft 1!1V EO FEB 2 7 2021 SECTIONS 4 DETAILS A-6 NOTES A-7 TJI-DETAILS A-8 ° -1 r O O m U ` r 5.25 nO, O O �— j O . < � � D- z Oaf x z ❑ ❑ ❑ y ~ 12 a 5.25 w OW IL o ---------------- - ----------------- - m DATE: FEBRUARY 2021 COYER 4 SIDE ELEVATION REAR ELEVATION SIDE ELEVATION ELEVATIONS SCALE: I/8" = I ft SCALE: I/8" = I ft SCALE: I/V = I ft DRAWING NUMBER f� 1 - 11 A A-6 235# ASPHALT SHINGLES;MIN. (4)-FA5TENER5 PER z STRIP FOR EAVES LESS THAN 20' ABOVE GRADE 3 [Rg05.2.6] � O 7'-4" 24-4 No. 15 ASPHALT FELT UNDERLAYMENT [Rc105.1.11 TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 j 14'-8 I/4" 7'-5 I/2" (- SELF-ADHERING POLYMER-MODIFIED 2x8 [Ur-351 P.T. LEDGER BITUMEN IGE SHIELD BARRIER[R905.1.2] ZO r _ _ _ _ _ _ _ - - - 24" INSIDE EXTERIOR WALL LINE FOR 212 TO < 8:12 SLOPES I1/2"(Px 4" GALV. LAG SCREWS AT 16" O.G. I : STAGGERED [R507.q] P.G. FTG 36" INSIDE EXTERIOR WALL LINE FOR > 8:12 SLOPES 1/2" STRUGTURAL PANEL SHEATHING [R803.2] o BASEMENT ENTRANCE STAIRS IL j2) P.T. GDR I 8" REINFORGED CONCRETE RETAINING WALL R-311GL05ED-CELL SPRAY FOAM (5PF) INSULATION 0 L #4 REBAR AT 12" ON-GENTER EACH WAY Ijj W m DECK E' 0 STANDARD HOOK AND LAP INTO 16" x 8" P.G.FOOTING. 2"2" MIN REBAR GOVER SOLID WOOD BLOCKING N ABOVE X Q O z - O 6 - - - - - - -- - - - - - - - - m - - - - - - - - - - - - - - - - - - -- - - - - - - �L1 N - - - CEILING JOI5T Q - - - - - 3524 5L I I 3024-- 2 SL I 12'-8° - DRIP EDGE [Rg05.2.8.5] N - `�, 1x8 WOOD FASCIA II" T `t GYPSUM WALLBOARD ; - SOFFIT VENT l(� L T5% "R - - - - - - - - - - _ - DOUBLE 2x TOP PLATE VINYL SIDING. ATTACH THROUGH RIGID MINIMUM 24" LAP SPLICE LENGTH [Rb02.3.21 INSULATION TO WOOD FRAMING PER - - _== - - - __ . - - - I MANUFACTURER'S INSTRUCTIONS FOR HIGH-WIND GAS WATER HEATER EMERGENCY ESCAPE 8 RESCUE OPENING I _ _ " AREAS AND TO RESIST A MINIMUM 28 psf [R310] I GONG PLAT 3 H ND I [R 11.7 8] I (EXPOSURE G).SUCTION LOAD (EXPOSURE B) OR 40 psf {it} A. O. SMITH O I AND STEPS 6PVT 50 200 3568 I O I <- DN 10 RISERS CAPACITY = 50 gal BASEMENT i 4" P.G. SLAB I DRYWELL O I I Qu) O I 4._5 - - - - - - - - - - - - -- - - - - - - - - - I 11- ' PLASTIC HOU5EWRAP INSTALLED OVER FOAM x I INSULATION. INSTALL AND TAPE ALL SEAMS PER _ NOTE: cv I - - - - - - - - - - - - - - - - - - - -- - - - - - - - MANUFACTURER'S INSTRUCTIONS [R-705.21 F -I I 2x4 WALL STUDS AT I6 O.G. I L HOLDOOWN5 ARE 3-1/2"(P 5TL COLUMN ' R-15 UNFAGED FIBERGLASS BATT INSULATION NOT REQUIRED FOR 6"xlO"xl/2" TOP PLATE I I 23-8 I I R-5 I-INGH THICK EXTRUDED POLYSTYRENE (XP5) O - -� 8"x8"xl/2" BASE PLATE I I I 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL U51NO TH15 FROJEGT. ON 7-6"x2-6"A2" DEEP P.G. FTG. I I I I -13/411 GAP-HEAD NAILS WITH AMINIMUM (3)-1.75 x Ilb-15 LVL 6DR w/(3)-#5 REBAR EACH WAY I R-13 2" GL05ED-CELL 5PF INSULATION PENETRATION;SPACED 12" O.G. PERIMETER AND (ENGINEERED DESIGN) (TYPICAL-4) I I I I (ALSO AT RIM JOIST IN SECOND 16" O.G. FIELD. FLOOR PLATFORM - NOT SHOWN) 1/2" STRUCTURAL PANEL 5HEATHIN6 7'-4" i- _I -7'-2" 21 [- 71-211 2x SOLE PLATE I I I I Z u I _ J - J ------ ------- ------- cv O I O [- LL _ _ J BEAM POCKET I I I m 2x BAND JOIST I m I I cv I I 1 (TYP-2) IL I I I I 2x6 PRESERVATIVE TREATED SILL [UG2] -I I I I FLOOR JOISTS COPPER TERMITE SHIELD I I I - OVER SILL SEAL (3)-2x10 FL HDR (3)-2x10 FL HDR - -� i co UNEXGA\/ATED I I cv EXTEND SIDING TO WITHIN 12" OF FINAL 5-1/2"(P 5TL COLUMN 1 I - I o I I I I N WOOD SILL PLATE TO FOUNDATION ANCHORAGE GRADE FOR HISTORIC DISTRICTS .5 4 "x10"A/2" TOP PLATE I 0. !Y I I I I [R403.1.6] 6 8"x8"x1/2" BASE PLATE �t O MINIMUM y2" dio. ANCHOR BOLTS 5PAGED NOT I I I I GREATER THAN 6 FEET ON-CENTER EMBEDDED [� ON 2-O x2-O xl0 -- jh � F- \,J 4,I DEEP P.G. FTG. I (2)-2x10 1 - 10. Q I I I I NOT LESS THAN 7" INTO CONCRETE OR GROUTED FINISH GRADE U- I FL HDR J -7 I I I CELLS OF CONCRETE MASONRY UNITS. THE 3-I/2"N 5TL COLUMN 0 M I I I I BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD _ u 4.5"x7"xl/2" TOP PLATE N I in I OF THE WIDTH OF THE PLATE. A NUT AND (� O 8"x8"xl/2" BASE PLATE I I Q N WA5HER SHALL BE TIGHTENED ON EACH ANCHOR 6 I I I x ON 2'-O"x2'-O"xl0° I I I I I I I BOLT. THERE SHALL BE NOT FEWER THAN TWO z m F- 3524 5L i I DEEP P.G. FTG. 2$6� I I STUD TO SILL PLATE UPLIFT I I BOLTS PER PLATE SECTION WITH ONE BOLT a I I STRAP UNDER P05T TO ROOF LOCATED NOT MORE THAN 12 INCHES OR LE55 z F N iv W m BEAM (TYP-4) I I THAN SEVEN BOLT DIAMETERS (3.51) FROM EACH U- L-3 PECK Z DECK LATERAL CONNECTION [R501A.2] I 1 13'-4" I I I - z�- W END OF THE PLATE SECTION. WALLS 24 INCHES O= N O }- Q W_ - [X 51MP50N DTT2 1 I I TOTAL LENGTH OR SHORTER SHALL HAVE NOT O`ofl � 0 Q n z (A - �_ Z W INSTALL IAW MANUFACTURER'S SPECIFICATIONS I ( I I I FEWER THAN ONE ANCHOR BOLT LOCATED IN THE _j vi ca F Q Z (TYPICAL-6) - = 8" P.G. FOUNDATION 5TEMWALL UPON I I CENTER THIRD OF THE PLATE SECTION AND 3 w 0 z z in dJ I6 x 8 DEEP CONTINUOUS P.G. FOOTING I SHALL BE ATTACHED TO ADJACENT WALL Q W v m v�z AL f _ _ - - - - I I I DROP FOUNDATION BELOW SLAB DROP FOUNDATION BELOW SLAB I I PANELS AT CORNERS A5 SHOWN IN ITEM q OF N v v - ® W L AT DOOR OPENINGS AT DOOR OPENINGS TABLE R602.3(U. Q [p _Q -� p- .� - - - - - - - - - - - - -� I �_ IYO d - olx - - - - - - - - - - - - - - - - - - - - - V) I I DECK I _ `�a J -- -- -- -- -- -- p (2)-2x10 FLUSH _ ABOVE - - - - 10 FLUSH - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - I R-II BASEMENT WALL BLANKET INSULATION z z O p 1�0.0 Q O O Q 0 L - - I P.G. FOUNDATION WALL m Q c4 a < Q CONTINUOUS HORIZONTAL REINFORCEMENT: ONE No. 4 z w p[ - - _ _ _ _ - - - - - Q - - - - - - - - - - - - BAR WITHIN 12INGHE50FTHE TOP OFHALL STORY X =Hr � Ow -� AND ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL _ _N 2'-q" q'-2" 2'-q" LL 8 O' 2-q" q'-2' 2-q' 2-8 8-4 I-8" 8'-4" 3'-4' -O' STORY [TABLE R404.1.2(1)] Q x EXPANSION JOINT ^ x 2x8 [UG3B] P.T. LEDGER Oi 1/2"(P x 4" 6ALV. LAO 5CREW5 AT 16" O.G. STAGGERED [R50-7.q] (2)-2x10 GDR F 7 I I- 7 4" P.G. FLOOR SLAB (2)_2x10 GDR �7@ POURED CONCRETE FOOTING L - J L_ _ J L _ L=J_ _ _ J L _ J _ J ^ ON UNDISTURBED SOIL [R403.1] s•.� �' ro MIL POLYETHYLENE FILM77 L P.G. FTG CONTINUOUSUNDER 5TEMWALL �``, `° T`rF I GAL /MALL SECTIONIf �� .v��, s•'�,�'ap`' �,�.tR 7-O 51-011 1Y 3/4 6'-6 3/16 7-O 24'-b" SCALE: NTS •`#°; ' M ,•,a. 33_•1: 4" DE''UVEPED FEB 2 7 2021 4"x4" [U6413] PRESERVATIVE TREATED P05T WITH 6ALV. METAL POST BASE ANCHOR ON 12"(P x 6-0" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON Q A 24" x 24" x 12" DEEP P.G.FOOTING WITH (2)-#4 REBAR EACH WAY,REBAR 4" ABOVE BOTTOM {- MAXIMUM SUPPORTED LOAD AT T DE51GN DEPTH = I8k IN PRESUMPTIVE 2k BEARING SOIL (TYP-q) o = o A-6 (ENGINEERED DESIGN) j Qo i � r 00 FOUNDATION FLAN oZ O 50ALE: 1/4" = 1 ft OO O� 0 � v r o< LL _ po < o STRUCTURAL DESIGN NOTE lu t)_ Z WINDOW AND DOOR SCHEDULE In accordance with the 2020 RGNYS; structural << �-- No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL elements such as engineered wood, Steel and (L FX- -j WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS steel/Wood composite columns, beams, headers and11n r n � ._ V/ A UNITED WINDOW 3900 3050VA 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.31 -22.0/-26.6 psf[20 sfi 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE girders that: II-_ q)0 0 - B UNITED WINDOW 3900 4040V N/A N/A 11.96 sf N/A 16.0 sf U=0.28 SHGC=0.32 -22.0/-29.7 psf 120 sfJ 48"x 48" B PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE 1) resist gravity loads, and v-1 C UNITED WINDOW 6000 3020V N/A N/A 4.30 sf N/A 6.0 sf U=0.28 SHGC=0.32 -20.0/-27.0 psf 150 sf] 36"x 24" C AWNING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE g y W O o D UNITED WINDOW 3900 2050VG 18 7/8"x 26 13/16" 3.51 sf 6.76 sf 3.51 sf 10.0 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sf] 24"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE 2) are not contained in the prescriptive design 0 W E 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 120 sf] 36"x 60" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE provisions of the 2020 RGNYS IL F UNITED WINDOW 4500 3131TR6016V N/A N/A 6.04 sf N/A 9.0 sf U=0.28 SHGC=0.32 -26.0/-35.1 psf[20 sf] 72"x 18" F PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE LL G 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 sfJ 36"x 28" G SLIDING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE(BASEMENT) were designed in accordance with m H 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" H PATIO DOOR,LOW-E GLASS,ARGON,NO GRILLE ANSI/AWG ND5-2018 with 2018 supplement. O 1 THERMA-TRU FIBER-CLASSIC FCM65/FCM65SL 36"x 80" 20 sf 5.0 sf 20 sf 34 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sfJ CHECK UNIT I FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS J J 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 J RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS Structural elements such as Halls and fenestration K 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 K SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR that: L THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sfJ CHECK UNIT L HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR DATE: FEBRUARY 2021 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 I) resist wind loads, and 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 2) are not contained in the prescriptive design FOUNDATION PLAN 4 provisions of the 2020 RGNYS TYPICAL WALL SECTION were designed In accordance with ASCE, 7-16 wind provisions and acceptable engineering (practice. DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DE516N1." A - 2 A A-6 NOTES INDEXED TO THE 2020 ENERGY GON5ERVATION GON5TRUGTION 7'-10 1/2" 10'-6 1/2" I2'-�" 6'-4" O GODE OF NEW YORK STATE v RIOTS COMPLIANCE: This building was designed and shall be constructed to meet the 2020 ECCGNY5. Both REScheck N.S. Department of Energy) and REM/Rate (Noresco) computer PROVIDE RESERVED PAGE IN SERVICE PANEL TO CODE FOR / software was utilltze to demonstrate compliance. All FOR FUTURE SOL R ELECTRIC INSTALLATION [TI03.a] WOOD STEPS � mandatory provisions of the 2020 ECGGNY5 - Residential ATTIC PATH^IAY FOR SOLAR ELECTRIC [TIO3.8] V / Provisions are in force. INSTALL 2"(P VERTICAL SCHEDULE 80 PVC CONDUIT RIO5.2.2 WRITTEN STATEMENT: To the best Of my knowledge, 81_Gll WALL LINE THROUGH ALL W4LL5 TO ATTIC, WITH TEMPORARY PLUGS LL belief and professional judgement,these plans comply with the ABOVE OR CAPS AT EACH TERMINUS [E3802.3.2]. CLOSED-GELL SPF Energy Code. Furthermore,as a RESNET certified rater (I.D. ��j _- W LU No. 26143cM), I certify that these plans comply with the Home Q O I- Energy Rating System (HERS) program. A signed certification Fy H O O O O B =-- _ of compliance with the HERS program (NERC) will be submitted w < PIG RE Z of the constructed buildin to demonstrate corn lion. N Q ib �I g p F z (3)-3°5° 6°6B - I i --L------ -- N GYPSUM BOARD _ z� __ - ____ ___1 _ 8301.1 CLIMATE ZONE: 4A Suffolk NY Q X-w (2)-1.75x11.25 LVL HDR (2)-1.15x11.25 LVL HDR --- -- --1---� ® L------ t�V t CONTINUOUS BEAD OF +d M 9 V (ENGINEERED DE516N) (ENGINEERED DESIGN) I cV I DW I I Q —1 1�, 5 SEALANT R4012 COMPLIANCE. This project complies with 2) Section R405 V Q Q p L __1____J_____ I Q 1;J` - Simulated Performance Alternative, and the provisions of V J Q ti I I N 1; OL GYPSUM BOARD Sections R401 through R404 labeled "Mandatory." Q12'-8" EXTERIOR = I I #k Mandatory requirements: z0 J IR INTAKE _ KITCHEN i j 36" GUARD (8312.1] — O R40r3 CERTIFICATE. Builder to post per Code. u Z q [81006] m I ________---- _--------- __________ CONTINUOUS BEAD OF R402.4.1 THERMAL ENVELOPE: To be tested 4 verified to 3 23'-4' m i r I __ _ I SEALANT AGH by HERS rater. Sea Table 8402.4.11 In plans. -------------------- ---------- z r -- -----------� - 3 ,1 H ND I (R 11.78] O R402.4.2 FIREPLACES: Factory built with UL 12T doors. O? I I O r CONTINUOUS MINIMAL 8402.43 FENESTRATION: See window door schedule z N FAMILY ROOM BREAKFAST o I I Q w R402.4.4 FUEL-BURNING APPLIANCES: All room heating and I I BA EM NT EN GE O EXPANDING FOAM AT WINDOW g -a_ _ -1 O 4-4 O Q I O i UNIT PERIMETER hot water heating appliances to be direct vent with both O O X}gyp LZ L - <- O N ----------- intake and exhaust pipes Installed continuous to the - ---- t p p UL LABELED D36 ND < WINDOW UNIT outside. � �Q- Q R402.4.5 RECE55ED LIGHTING: IG-rated and labeled as O NOTE: Cl'-O" CEILING HEIGHT L having an air leakage rate of not greater than 2.0 cfm (Y FACTORY-BUILT O O I= I p =tt�� THROUGHOUT FIRST STORY 1z O O O F I`fl per Code. lK FIREPLACE (81004] U / R402.5 MAX. U-FACTOR 4 5HGG: See window schedule. 25 cfm CONT. I I ELEC. PANEL R403.1 CONTROLS: See plans for thermostat Information. Prot TECHNOLOGIES ~ iv TO ERV R403.3.2 DUCT 5EALING: All duct joints shall be MODEL T-105 (MI505.4] i j E PROGRAMMABLE mechanically fastened and sealed with duct mastic I I e CONTINUOUS MINIMAL sealant. Apply mastic to duct seams. THERMOSTAT I I c IEXPANDING FOAM AT WINDOW R403.3.3 DUCT TE5TING: A d14 LVL FLUSH (3lLONG) q, p duct air-leakage test is not (3J-1.15 x UNIT PERIMETER required under exceptions I and 2. � (2)-2x10 HDRe � j R403.3.5 BUILDING CAVITIES: Framing cavities shall not be r I E �� 6 INTERIOR GARAGE WALLS: used as ducts or plenums. 6'-6" II'-4" I I o R-IS BATT INSULATION ---1 / R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate _ 4x4 POST REF J Y2" GYPSUM BOARD mechanicals stem piping carrying hot water to an - 36" GUARD [R312.1] • ,..:.__ y PP g y 9 O lit I- ' - GARAGE CEILING: R-value of not less than R-3. N Q - -- -� y�" GYPSUM BOARD R4035.1 HEATED SERVICE HOT WATER(SH4 CIRCULATION m 247 PDR 3 O LOAD BEARING LL CONTINUOUS BEAD OF SYSTEM: Not In project. _ 4x4 POST I i) HEAT DETECTOR V (TABLE 8302.61 R403.6 MECHANICAL VENTILATION: ERV continuous O iv 411 36" RAILING SEALANT , N-> 1 O N ventilation system specified In the plans exceeds the m U 10 R m 1 4'-6" 4 6.. F a'-2" minimum efficacy Of 1.2 cfm/watt. 4x4 POST K R403.1 HVAC EQUIPMENT: Sized in accordance with ACCA � Manual J and Manual S. __ _ SELF-CLOSING 20-min r- GYPSUM BOARD 11 CD 217 R403.8 MULTIPLE DWELLING SYSTEMS: Not applicable 1 36 GUARD [R312.1] 1 z 20 cfm CONT. TO ERV ° F.R. DOOR[8302.5.1] R403A SNOW MELT: Not In project. v I 7_611 31_211 iv G [MI505.4] - -- -- -- -- -- - ^l R403.10 POOLS AN SPAS: Not in project. ° N I Q 2x10 m (3)-1'15 x 14 LVL DROP HDR N I+—' f' I I CONTINUOUS BEAD OF R403.11 PORTABLE SPAS: Not In project. N �p m pL tY 2' O" 2'-6" (ENGINEERED DESIGN) N LU l ADHESIVE R404 LIGHTING: Builder to Install high-efficiency lamps in at I o least aOSG of permanently installed fixtures. Q 1 - m CONTINUOUS BEAD OF O I GARAGE SEALANT R405 51MULATED PERFORMANCE ALTERNATIVE: This method was �� DOUBLE I� CO 5" P.G. SLAB v • X used to show compliance with the Energy Code. REM/Rate I u.. FL HDR u_ PITCHED TO DOOR o V� __._ .-_____-________ software was used to model the building performace - see J J IJ SMOKE 4 G.O. 1z (� - - 2020 IEGG Energy Cost Compliance report provided with _ 1 I� DETECTOR (TYP) DINING ROOM - V J--I 2 CLOSED-CELL SPF Permit Application. REscheck was used t0 model the building O Ix LIVING ROOM = _ 1= o _ (tl ItY - F r------- ---------- erformance based On national standards - see REGcheck N O – _______--- -------- p _ - FOYER - I I I Compliance Certificate and Inspection Checklist provided with r _, I x x I I v I O I �I Permit Application. IN I � HAZARD G1 ZING [R308.4] 14'-011 411 i i i x i F- v '' IIII W �J-� I..- -- -I 4" I� r'w N I I i I 4" (� m x CONTINUOUS BEAD OF 1~ I� O ip Z 1 -O I I I 24'-O"I I V Z 111 Z + SEALANTZ LU i GYPSUM BOARD - I I I I Q - < O Z �i� 1 O (2)-2x12 HDR R.A.G. �J� I cV 3°7°/(2)-10-10 5L a I I I O d1 (L Z I (2)-2x12 HDR I I OL 13 LU (2)-2x12 HDR __ I __ _ _ �-_________________ —w 0013 - -- - -- -- -- -- -- -- ly (2)-1."f5 x 14 LVL FL J (:7)7--75x 14 LVL FL uW�1 n�/ ,d-1 -2 SEALANTCONTINUOBEAD OF o 4 PORCH (2)-3050 Q > _ � 5/4x6 DECKING O ^I CONTINUOUS MINIMAL p i- Q EXPANDING FOAM AT WINDOW \, UNIT PERIMETER 2'-ci" E q'-2,1 O 2 a" V 8'-011 21_q„ O al_2,1 O 2'-4" 1 1z l-1 1 x 4x4 P.T. POST ' l WINDOW UNIT(OR TABLE 8402.4.1.1 .2020 Q � WEATHER-PROOF DOOR) AIR BARRIER AND INSULATION (TYP-6) i INSTALLATION i I (3)-2x12 HDR (ENGINEERED DESIGN) (3)-2x12 HDR i INSULATION INSTALLATION ®---–– –– -®-- –– –– – –– –– –--�—–– –– –®- –– –– COMPONENT AIR BARRIER CRITERIA CRITERIA A continuous air barrier shall be Installed in the M....•e•I...Fg� I CONTINUOUS MINIMAL building envelope. Alr-permeable insulation shall not be used as WOOD STEPS .•�'� �' j° `' EXPANDING FOAM AT WINDOW l General requirements The extedorthermal envelope contains a ,„ °••••T.° UNIT PERIMETER continuous air barrier. a sealing material. *na''`, j. ,«• , 0 A�4J a 1 n 1 " Breaks or oints in the air barrier shall be sealed. 15'-2" 1-O 15'-2-1 24'-4" f3; - l a The air bard erin any dropped ceiling/soffit shall be �. t '��'`' � ;. fq, aligned with the Insulation and any gaps in the aira�y1 The insulation in an dropped ceilin /soffit Ceiling/attic barrier shall be sealed. y pp g 6i-8 �• . shall be aligned with the air barrier. }''�s � �!"` '- Access openings,dro down stairs or knee wall g ,1., r a,, t,aF CONTINUOUS BEAD OFp .-- +��°•� °°&„;�?a , G•;,-'' �'''?",• ir.SEALANT doors to unconditioned attics aces shall be sealed. __...s S.',°;,. ..•PSA.,., �,�..-:,�. Cavities within corners and headers of frame e The junction of the foundation and sill plate shall be walls shall be insulated by completely filling �`+Jr`''N, ^•�� •�• jsayp••Ce • sealed. the cavitywith a material having a thermal A resistance of R-3 per inch minimum. FIRST FLOOR PLAN, DD IVERED FEB 2 7 2D21 GYPSUM BOARD Wails The junction of the top plate and the top of exterior I! walls shall be sealed. Exterior thermal envelope insulation for A-6 r CONTINUOUS BEAD OF framed walls shall be installed in substantial SCALE: 1/4” = 1 ft ADHESIVE Knee walls shall be sealed. contact and continuous alignmentwith the air barrier. 0 I' CONTINUOUS BEAD OF The space between window/doorjambs and r SEALANT Windows,skylights and doors Q framing,and s II hts and framingshall be sealed. O Z O Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. O j 0 __.._.-___._.T._._._.___.___.__._.-__-. Floor framing cavity insulation shall be r -" --- �- " installed to maintain perm anent contact with �j T- Ii ;. 2" OL05ED-CELL 5PF the underside of subfioor decking. Alternatively,floor framing cavity insulation Nz !L Floors including cantilevered floors The air barrier shall be installed at any exposed shall be In contactwith the topside of i and floors above garages. edge of insulation_ Z iL m sheathing or continuous Insulation installed O z O on the underside of floor framing; and Q O \ extending from the bottom to the top of all CIS V �! perimeter floor framingmembers lr; Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided V ` /� w \\\--- GONTINUOU5 SILL SEALER - Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be O k) - overlapping olnts taped, permanentlyattached to the walls. P �j \ FULL WIDTHI OF SILL O— p[ Z Duct shafts,utility penetrations,and flue shafts O Shafts,penetrations opening to exterior or unconditioned space shall be < LL L_ FOUNDATION WALL sealed. O i Batts to be installed in narrow cavities shall l�- �/ be cut to fit or narrow cavities shall be filled O IL O Narrow cavities CONCRETE SLAB with insulation that on installation readily '- V (� conforms to the available cavi space. J p p Z be provided between the garage V Air sealing shall STRUCTURAL DESIGN NOTE __...-_._____ __. _ . Garage separation and conditioned spaces. Recessed light fixtures Installed in the buildingRecessed light fixtures installed In the In accordance with the 2020 RGNYS; structural << U XZ —^T'— Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight elements such as engineered Wood, steel and i surface. and IC rated Vj In exterior walls,batt insulation shall be cut steel/wood composite columns, beams, headers andDL neat) to y fit around wiring and plumbing or girders that: I- In N Plumbing and wiring Insulation that on installation,readily 0 conforms to available space,shall extend p 1) resist rovit loads, and v J behind piping and widn g y w The air barrier Installed at exterior walls adjacent to _ 1L O � Shower/tub on exteriorwail showers and tubs shall separate the wall from the shallExtee insulated, ted, ntto showers and tubs () p shall be insulated. 2) are not contained In the prescriptive design O w shower or tub. IL 2 The air barrier shall be installed behind electrical provisions of the 2020 RGNYS IL F- O NOTE: IT IS THE INTENT TO PROVIDE FOR A Electrical/phone box on exterior walls and communication boxes. Alternatively,air-sealed GONTINUOUS AIR BARRIER ALIGNED WITH THE boxes shall be installed. THERMAL ENVELOPE. THIS DETAIL SHOWS were designed in accordance with � m TYPICAL METHODS OF H15AIR-5EALINO USING HVAC supply and return register boots that VARIOUS METHODS S ELEMENTS,APPROVED HVAC register boots penetrate building thermal envelope shall be sealed NSI AWG NDS-2018 with 2018 supplement. O to the subfloor,wall covering or ceiling penetrated ADHESIVES AND SEALANTS. FRAMINS by the boot. Structural elements such as walls and fenestration GONFIGURATIONS NOT SHOWN, SUCH AS Where required to be sealed,concealed fire that: CANTILEVERS AND 5TAIRWELL5,SHALL BE sprinklers shall only be sealed in a manner that is SEALED IN A 51MILAR MANNER TO PROVIDE FOR recommended bythe manufacturer. Caulking or A CONTINUOUS AIR BARRIER ALIGNED WITH THE Concealed sprinklers other adhesive sealants shall not be used to fill D F BRUARY 2021 THERMAL ENVELOPE IN ALL LOCATIONS. voids between fire sprinkler cover plates and walls I) resist wind loads, And orceilin s. 2) are not contained in the prescriptive design FIRST FLOOR provisions of the 2020 ROWS PLAN AIR 5 , L I NC IS T ILS SL 1�C NOTES we w " - I ft ere designed in accordance, ASOE 1-I6 wind SGALE: :3/4 - provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DE51CCN." 'A _ z A A-6 ---------------------- V I I I I Q �--------------------j Z I I I 13'-8" F, O I I O z � 2'45" b'-10" 4'-4" Q C� LL I I W O O � 0 ppO 3° ° O 4 ° Q Q 3050 2'- 3050 AW INC PIG RE d Q Z - 4" � N Z a 5''011 81_O" ' 6016 p ' (V OL TRANSOM GL �D 8'-O"GTHt BEDROOM 3 — BEDROOM 4 X n/ �- 8'-0" G Ht 8'-0" G Hti�- OI O LU N U N O 0 7 ---- O HVAG EQUIPMENT IN ATTIC _ \x ( 1Z20 cfm CONT. GAS OR PROPANE FURNACE: LENNOX ELIg6UH0"IOXE36B -r — y a TO ERV WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] CLA55 IV DIRECT VENTED TO OUTSIDE;AHRI 20184g570 Q [MI505.4] 20 cfm CONcc- LENNOX HEALTHY CLIMATE ERV5-175-TPD ENERGY RECOVERY VENTILATOR Pro I TECHNOLOGIES ,- _ TO ERV �p -------- -------------------------------��-L-ERV UNIT IN-GONDJ-T4ONED IG. HEATING GAP: 64,000 Btuh;AFUE = g6.i 7 - - ATT ____ PROGRAMMABMODEL LE �5 ThU BAT}{ Ai O LMI505.41 DUCTS SHALL NOT BE CONNECTED To THE HVAC SYSTEM. INDOOR COIL: LENNOX GH35-305+TDR � `� ; OUTDOOR UNIT: LENNOX MLI4XGI-036-230G;AHRI 2033746g0 THERM05TAT GL `j CODLING GAP: 34800 Btuh;SEER = 15.10 2 70 2�7° N 24 Jo O 3'-O' 3'-O" HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL INSTALL IAN MANUFACTURERS tuh;SER = 15NS OWER INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. _ J 11 STALE AIR TO OUTSIDE AND FRESH �IR FROM OUTSIDE: 6" dia. DUCTS 21N CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL g5P07 C0 SMOKE d G.O. -I _ I HALL ® O DETECTOR (TYP) O A.G. RETURN NL- - 2070m eFRESH AIR TO INSIDE DIFFUSER IN H�LLWAY: 6" dia. DUCT 10'-0" HALF WALL m 2410 STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. (2)-2x10 HDR LIN STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL IbN48(2)-I.T5xq.25 LVL FLUSH -__----__---__----__- __ __ ALL DUCTS INSULATED TO R-4.2 3°5° (ENGINEERED DESIGN) - - -- - ------- H ND IBI-FOLD BEARING SYSTEM TO BE SET AND BALANCED IIf0 CONTINUOUSLY PROVIDE [MI505.4.4]: h 2E'io cV MINIMUM 20 cfm EXHAUST FROM EAG A, BATHROOM ® D -? RYER WASHER x AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. - 36 I 3'-2" 4'-6" DRYER EXHAUST 2¢iQ 4.. 4" [MI502] 12" x 12" AIR TRANSFER GRILL IN GEILING `� r N � 117 O 7 N V I 0 fl DOUBLE FRAME I OPENING Q _j N Q I O Ir 0 N N 411 V l 1 Z V 0 N BEDROOM 2 GL r W.I.G. 2 MASTER BEDROOM 8'-O" G Ht 1Z 8'-0" G Ht I 4" I �✓_ - 14'-0" 2'-2" 5'-6" 4" 14'-0" I m ~ O (2)-1."15x14 LVL_w/HT530 MTL STRAP EACH END I � v W Z __ __ (2)-1."15x14 LVL w/HT530 MTL STRAP AT EAGH E I Z W(EN - GINEERED DE51GN) - -- I < z IX (ENGINEERED DESIGN) I _ _ -► O-t W 4 2x8 GJ AT 16" o.c. E 2x8 GJ AT 16" ox_ j (n �-- Q- �Zz (2)-2x10 HDR __ IK �v In r z _ (2)-2x10 HDR - Lu- I 3 CLOSED-GELLSPF l ------------------------------------------------------ Q Q � Q I BETWEEN RAFTERS I (� >' W iV W ® Q (2)-3050 (2)-3050 l� < �} �4 IY 2'-9" O g'-2" O 2._g" 5 Q I Z I I I I I I — I i I L-----------------------J a t. r" ( 4` D ,LIVERED FEB 2 7 2021 SEOONI� FLOOR PLAN, o SCALE: 1/4" = 1 ft p Q = r 0IL � � m oY SOLAR-READY O O< IL CERTIFICATEQ ~ Q � A 0 This home has -� Z STRUCTURAL DESIGN NOTE W Incorporated features at Uj k) k Z the time of Initial In accordance with the 2020 RGNYS; structural construction to enable the o o elements such as engineered wood, steel and 0. _j Installation of solar steel/wood composite columns, beams, headers and Q OL electric. girders that: ►- (� N The solar-ready roof CO4 1) resist gravity loads, and v W zone is shown on this ELUIT construction plan excerpt UIT 2) are not contained in the rescri tive desi n W LL 0 = Li and Is free of GO UIT provisions of the 2020 RGNYS g obstructions that would u. Q limit placement of solar were designed In accordance with m panels. ANSI/AWG ND5-2018 with 2018 supplement. O Plastic conduit for future o Structural elements such as walls and fenestration electric wiring has been that: Installed through walls at SOLAR-READY the locations shown to I) resist wind loads, and DATE: FEBRUARY 2021 ROOF ZONE facilitate the installation of wiring between the 2) are not contained In the prescriptive design electric service panel and ' provisions of the 2020 RGNYS 2nd FLOOR roof-mounted solar P PLAN panels. were designed in accordance with ASCE 71-16 wind provisions and acceptable engineering practice. DRAWING NUMBER ® ® ® ® ® ® ® ® ® where such elements occur in the plans, they are annotated-"ENGINEERED DESIGN." A == 4 CONTRBW ACTOR TO AFFIX ABOVE CERTIFICATE TO ALL NEXT TO ELECTRIC SERVICE PANEL [TI03.10] SOLAR-READY ZONE [TIO3.3] PROVIDES 36" WIDE ACCESS PATHWAYS FROM EAVE TO RIDGE WHERE SHOWN [R324.6]. THE SOLAR-READY ZONE SHALL Z REMAIN CLEAR OF OBSTRUCTIONS SUGH A5 O BWL B BWL A VENTS, ETC. [7103.4] _. ROOF LINE tl1 -----�C 3'-4rr 2, 4„ TABLE R802.5.2 RAFTER/CEILING JOIST- S HEEL JOINT CONNECTIONSa,b, d, e,g -- - - ----------- i - -- ;` , IL u4 .j GROUND SN J iI OW LOAD (psf) W I ATTIC PATHWAY FOR SOLAR ELECTRIC [TI03.e l 2�f 3� I INSTALL 2"(P VERTICAL SCHEDULE 50 PVG O N _ II II p I - % RAFTER z Roofs an(feet)_..._.._.,.__ ' I II it CONDUIT THROUGH ALL WALLS TO ATTIC, WITH RAFTER y ' - i ! � ; I a TEMPORARY PLUGS OR GAPS AT EACH TERMINUS SPACING p ( ) I •.. '__ , 4 ,.,,._.. i i - J I' v, IL [E38O2.3.21. SLOPE 9 _,"'---.-.-i _ ►- t 3 \ �� i o � (inches) 12 20 28 36 12 20 28 36 WW '.� = i 1 �, ;:, IK �. - " � Required number of 16d common � I \ ! a i `'1 nails',b per heel joint splices`,a,e ° O �� 'GESS OF 4 ;. ` 199 cv 12 4 6 8 10 4 6 8 11 ur- 1 ;' 3:12 16 5 8 10 13 5 8 11 14 # 24 i 1 ,i 7 1 15 19 7 11 16 21 12 3 5 6 8 3 5 6 8 i N I 4 12 16 V iI 4 6 8 10 4 6 I 4 1 i r, _...w_a... _.... ,..._.__.. W -..._ ..._ ! 8 11 � j z 24 5 1 8 12 1 15 1 5 9 12 1 16 IT DOWN POST DOWN P65T DOM y � < 12 3 4 5 6 3 4 5 7 V I.7i5 x 16 LVL 5TRU07URAL RIDGE i 1 AGGESS ROOF 5:12 16 I I ;, ,, f 3 5 6 8 3 5 7 9 i I + 1z I I 1 1 175 is�16 vLi RIDGE N 24 4 7 9 12 4 7 10 13 _:. 1i 12 3 4 4 5 3 3 4 5 L mm U -. ..... - . I.,. __,.. ._-..-.. a I -- E l�J j_ 7:12 16 3 4 5 6 3 4 5 6 24 3 5 7 9 3 5 7 9 ROOF BELOW 12 3 4 r 3 4 3 3 l� :..---: :::.:::: _. :.:.:.:...::: :{n::::":r-:: _..__......_..... __.. 9.12 5 3 3 4 i VI - , I -v` 5 16 3 4 4 _I ; ` I J i - .._ S i 2x10 RIDGE 24 3 4 6 7 3 4 6 7 ---- �` 12 3 3 3 3 3 3 3 3 12:12 16 3 3 4 4 3 3 3 4 24 3 4 4 5 3 3 4 6 For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 pound per !�: : - ! o square foot=0.0479 kPa. _- BWL 2 N N I a. 40d box nails shall be permitted to be substituted for 16d „ HZ-11 (V o common nails. 2-a 2-a 2-a 1,I y �' N p - b. Nailing requirements shall be permitted to be reduced 25 , z AGGESS ROOF AGGESS ROOF g q I percent if nails are clinched. I d c. Heel joint connections are not required where the ridge is supported by a load-bearing wall,header or ridge beam. _ _...._. . a...,..-_..__....._.__._._.,._._.._-....,... cv d. Where intermediate support of the rafter is provided by I 2x10 RR AT I6" ox.. 2x10 RR AT 16" o.c. 1 2x10 RR AT 16" ox. 2x10 RR AT 16" o.c. vertical struts or purlins to a load-bearing wall,the E I tabulated heel joint connection requirements shall be Z ROOF LINE V y _. . j HALL LINE permitted to be reduced proportionally to the reduction in - 111 3 span. 7. e. Equivalent nailing patterns are required for ceiling joist u� 1- ROOF LI 3 "-` � r L. _„ j ) to ceiling joist lap splices. W m �Z IU• (� m G I BV ,�I 1 - f. Applies to roof live load of 20 sf or less. `-' z ' U ? J GO I N� STO Y BY`4L PLAN g. T bulated heel joint connection requirements assume Z I W_ 0 -1 W SCALE: 3/16" = 1 ft < that ceiling joists or rafter ties are located at the biottom ° (� Q= �0 z V of the attic space. Where ceiling joists or rafter tiles are } O PORCH ROOF BELOW N located higher in the attic,heel joint connection Z pLU 0? p W requirements shall be increased by the following factors: Q � � � � ® O p✓- 7-} � V< Ho/HR Heel Joint Connection Adjustment Factor O > 81 7- 1/3 1.5 p D 1/4 1.33 1/5 1.25 1/6 1.2 . ROOF FLAN 1/10 or less 1.11 SCALE: 1/4" = 1 ft where: BWL E I -- _ BWL D BWL G Hc=Height of ceiling joists or rafter ties measured vertically I 24'-4" f, ! ! above the top of the rafter support walls. R..�'4`"i:..xt , •�" . {i. • •a4w•e•�• r' H Height of roof ridge measured vertical above the to of �C,�•' �'�''• G' 1.-0 1/2" the rafter support walls. �. ,� e��; 3• ; 3-4 1/2".. " 1 ' ! I 7-7 4-4 BWL 3 5 / a y a "1 • • a t _f. .`l` '.' -,/ •.�.e, gyro�s'"3,•.a _, RACED WALL PANEL CALCULATIONS Wind Adjustment Factors-Table R602.10.3(2) (p.187) • !Y .. t 4 f •a. i Upper Story -- - I 1�CREO FEB 2 l 2021 Numbered Lettered - N I Wall Lines Wail Lines Comment , 24-4 I Exposure Category 1.00 1.00 Exposure B; 2-Sty f a , Roof Eave-to-Ridge Height 0.84 0.84 T-4" -- BWL 4 Wall Height 0.90 0.90 Number of Braced Wall Lines 1.00 1.00 2 O j j Additional 800 'b (Hold Down 1.00 1.00 NIA O O I Gypsum Board Fastening 1.00 1.00 N/A O I. Wind FactorTctall 0.756 0.756ND m Braced Wall 140 mph Total Bracing V Braced Wall Bracing Line Spacing Required Wind Factor Required Length Status m 0 Line Method Total 0 Y `fl (ft) Bracing (fl') Bracing Provided (ft) v r O CS-WSP 30.67 7.13 0.756 5.39 23.33 OK 2 CS-WSP 30.6 7.13 0.756 5.39 19.00 OK O p k z T ° A CS WSP 37 00 8 40 0 756 6 35 u- _ 31.00 OK -- B CS-WSP 37.00 8.40 0.756 6.35 23,00 OK a _.a. < < ° z Wind Adjustment Factors-Table R602.10.3(2) (p.187) STRUCTURAL DESION NOTE tu_ Z Lower Story In accordance with the 2020 RGNYS; structural � 4 Q 0- Dwelling_ _. .-.___._...- ._ Dweili Garage Comment elements engineered wood steel and ng G e m I ents such as � I Exposure Category 1.00 1.00 Exp B; 2-Sty(Dwelling); 1-Sty(Gar) g x F- < N ; steel/wood composite columns, beams, headers and Roof Eave-to-R!dgle Height 0.93 0.76 T-8 (dwelling); 6-0" (garage) p Q 4 p- girders that: F- _ Wall Height 0.95 1.00 9'-0" (dwelling); 10'-0" (garage) iV Number of Braced Wall Lines 1.00 1.00 2(dwelling& garage separate Calc) (� - 1 1 1) resist gravity loads, and v U l Additional 800 Ib (Hold Down 1.00 1.00 NIA vX 1 G ypsum Board Fastening 1.00 1.00 N/A O!L � I 2) are not contained In the prescriptive design U 0 O Wind FactorTotall 0.884 0.760IL p p g _ lX -- - ' --------- - ----- " ------ r' ---_-_- --- BHL provisions of the 2020 RGNYS --=-------- LL ~ O yy 5-7" :i were designed in accordance wlith �Q s Braced Wall 140 mph Total Bracing Braced Wall Bracing Wind Factor ANSI/AWG NDS-2018 with 2018 supplement. O i� Line Spacing Required Required Length Status J Line Mediad Total ( Structural elements such as walls and fetnestration 3 CS-WSP 3167 Bra13 67(ft) 0.884 Bracing Provided 18 33 (ft) OK that: ! 4 CS-WSP 22.33 5,47 0.760 4.16 24.33 OK 5 CS-WSP 31.67 13.67 0.884 12.08 17.33 OK DATE: FEBRUARY 2021 1) resist wind loads, and I-..: _.-_ ._..-__,._.............._., .,...._.. _...__,...,...,_....,.,..-_,_..__" :.... _,_-. ._.._._. _.,_.__».____,_....._. _.. _,.._.,.. _,,.._._ .._-...___. .. C CS-WSP 24.33 5.87 0.760 4.46 22.67 OK I D(gar) GB 24.33 11.73 0.760 8.91 9.00 OK 2) are not contained In the prescriptive design D (dwelling) GB 37.00 16 80 0 884 14,84 20.33 OK p p g WALL FPL NO ( g) provisions of the 2020 RGNYS ROOF PLAN E CS-WSP 37.00 15.80 0.884 13.96 32.00 OK FIRST STOi�Y �3J�lL �� were designed in accordance with ASCE -7-I6 wind provisions and acceptable engineering practice. DRAWING NUMBER SCALE: 3/16" = I ft where such elements occur in the pians, they are annotated "ENGINEERED DESIGN." A - 5 m 2x4 COLLAR TIE AT 45" O.G. TYPICAL ROOF R-35 Z (OPTIONAL) ASPHALT ROOFING 5HINGLE5 OVER 15# FELT OVER _O 1.75 x 16 LVL STRUGTURAL RIDGE Y2" STRUCTURAL PANEL 5HEATHIN6 OVER I- (SEE ROOF PLAN FOR P05T LOGATION5) 2x10 RAFTERS AT 16" O.G. ROOF I R-3q 6" THICK CLOSED-CELL SPRAY POLYURETHANE FOAM (5PF) -----------------------------------------I------------------------------------------------------------------------------I WITH YY GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.41 - I 2" SOLID OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.6] N WOOD BLOGKIN6 O I I U I I I 2x12 CRO55-RIDGE O - - - GABLE WALL INSULATION: 12 12 LL - -- - I CONTINUOUS R-5 I-INCH RIGID FOAM XP5; ----- - - - - - - - - - - I I CAVITY R-13 2" SPF FALSE OABLE 5.25�— _ -- -- 5.25 WW p m I I FULL-HEIGHT F- LuLu 5HEATHIN6 O (1 __I I I ________L-------------------------------------------------------- BEHIND LEDGER SEALED ATTIC, (INDIRECTLY CONDITIONED) z � ---------- - - GEILIN6 r------- I - _ 2x6 RAFTERS AT 16" O.G. 12 2x8 GJ AT 16" O.G. �� SMOKE $ G.O. 2" 50LID MASTER BATH - - - I LAUNDRY I I - - - - FAMILY BATH Ix8 TRIM BOARD 8� O ®DETECTOR IN ATTIC WOOD BLOGKIN6 N > � - - }� I - - - - -y� } > - - - - - � I SOFFIT VENT p WG II I WASHER I I I IWC I I TYPICAL INTERIOR WALL 4" (2)-1.75x14 LVL FL HDR 1/2" 6YP5UM # LAV. LAV. I I I LAV. I 2x4 STUDS AT IG, O.G. NOTCH TOP SIDE UNDER ROOF BOARD FIN15H - I I I i I I I � (2)-2x4 TOP PLATE;2x4 SOLE PLATE MAX. NOTCH DEPTH = 5 Ys" .� I'-O" TUBI I I I TUB Y2° 6YP5UM WALLBOARD ON BOTH SIDES LOCATED IN THE ATTIC, INTERIOR -� NOTE: ALL DUCTS SHALL BE t!t} TYPICAL EXTERIOR WALL R-20 (2)-2x10 HDR SECOND STORY WALL GAVITIE5 ,(� SHOWER I I i 2x4 STUDS AT 16" O.G. z AND SECOND FLOOR PLATFORM. V J I (2)-2x4 TOP PLATE;2x4 50LE PLATE (Y MIN. R-4.2 DUCT INSULATION. _ I (2)-2x8 HEADERS UNLE55 OTHERWI5E NOTED ON PLAN Q -2nd FLOOR ---------- --------------L--_YH2 -_ ___I_______ __`__�_ _ ____ ----------- --------------------I R-15 UNFAGED FIBEROLA55 BATT CAVITY INSULATION BEDROOM 2 a HALL BEDROOM 5 Q I-I/2" l� 2" W 2" W I 2' yy 1 2" W 3 W I-I/2 W I VINYL 51DIN6 OVER HOU5EWRAP OVER R-5, I" XP5 INSULATION " W i 2" W I 3" W 2 WG.O. OVER I!2" STRUCTURAL PANEL 5HEATHIN6 GS-W5P (2)-1.75 x 14 LVL FLUSH HDRWOOD FLOORING OVER3/4 PLYWOOD 5UBFLOORG.O. 2 3 _ v --------------------------------- --------------------------------------I-- ------------------ - -----------------------------------------------------� ii CEILING _ _ _ _ _ - - ------ t' ' R-13 2 GL05ED-GELL 5PF I II I w J1-1 POWDER I KITCHEN AT RIM JOIST 1' II 14 TJI-560 FJ AT IG, O.G. N II I4 TJI-560 FJ AT IG, O.G. '(� LL }I ?I I 3 y l j (2)-1.75 x 14 LVL FLUSH HDR O 1'j STAIRS— i, 10 (3)-1.75 x 14 LVL v• 1/21, GYPSUM BOARD FINISH Q I WG I KIT SINK I -a -a LAV. DW I LIVING ROOM z i ! I z FAMILY ROOM QI ! Ii < I 15t FLOOR PLATFORM 1St FLOOR WOOD FLOORING OVER -------------------------------- ----------- ---------- ----------I-- ------------------ ------ -------- ------- -------------------------------J 3/4" PLYWOOD SUBFLOOR I-1/2" W 3" W I 2: W I G.O. 2" W 3: 11 3" W 2" W C.O. I GR055 BRIDGING AT MIDSPAN I GEILIN6 j R-13 2" GL05ED-GELL 5PF it AT RIM JOIST STAIRS I' �- - I - -{I F.A.I. 4 i BA5EMENT (3)-1.75 x 11.875 LVL GDR FIN15HED GRADE • I I (INDIRECTLY GONDITIONED) (4)-3/8" LAG SCREWS I FINISH GRADE v SILL GONSTRUGTION: SLOPE 6" IN 10' MIN. AWAY FROM BUILDING 2x6 P.T. (UG3B) SILL ON TERMITE SHIELD G.O. 4 W I N to ON SILL SEAL WITH 1/2" ANCHOR BOLTS t `• i / N (SEE TYPICAL WALL DETAIL) V HOUSE TRAP _/ `TO APPROVED r 1z I I SANITARY SYSTEM 5" POURED CONCRETE FOUNDATION STEM WALL I/2" GYPSUM _ FULL HEIGHT R-II BLANKET WALL INSULATION 11 1 m 1- BASEMENT FLOOR JJ-1 W ---------------------------------------------------------t-�-I----�-/---�--1-�I-/- --,---�----f-'-------- -------/------------------------------------------------J UPON IG," x 8" Ht CONTINUOUS P.G. FOOTING BOARD FINISH iv AS MANUFACTURED BY GERTAINTEED CORP. m Z (- L.UI " ILS I I �Ll../ I ✓ I` L/ I �../I` I " I MINIMUM 3'-O" BELOW GRADE [R'>02.71 m ASTM E84 MAX. FLAME SPREAD INDEX < 0 Z MAX. SMOKE DEVELOPED INDEX 5 50 tT W - 4" P.G. FLOOR SLAB TOP OF BASEMENT SLAB -1 V_ ci Z W 50ALE: NTS p V �-- Q r•- O Z ' U-! az t— cz cj 30"x 30"x12" DEEP P. GONG. SPREAD FOOTING IL ■�� >` Wi LU w/(3) #5 REBAR E.W. <- O �> �4I d4 RIDO� TFNSION 57RAF: SECTION A < � WRAP STRAP OVER RAFTER 50ALE: 1/4" = 1 ft *�' (5) 10—d COMMON NAILS AT EACH END OF STRAP Z t I fell RAFTER TO STUD : 4 •� WRAP STRAP OVER RAFTER �a (4) 8—d COMMON NAILS AT EACH END OF STRAP ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED IAN MANUFACTURER'S 5PEGIFIGATION DEEWERED FEB 2 7 2021 WHERE RAFTER ALION5 WITH 5TUD p � r O 2x ROOF RAFTERS AT IG," O.G. O USE GALV. HURRICANE TIE BETWEEN O EVERY RAFTER AND THE ROOF BEAM O, O Ot n 2x GEILIN6 JOISTS AT 16' O.G. O 0 r USE (3)-Ibd NAILS AT RAFTER HEEL JOINT GONNEGTI0 0 z O ROOF BEAM (SEE PLAN FOR SIZE) ll 11 NAL.L_ STUD TO NAL.L. STUD : A55E PRESERVATIVE TREATED cis � UGE5A2x EXTERIOR WALL fn ASSEMBLE WITH 10-d NAILS O 12" O.G. STAGGERED ALONG, LENGTH O Y _ STRAP OVER OR UNDER SHEATHING (4) 8—d COMMON NAILS AT EACH END OF STRAP MT53OG STRAP—TIE EACH RAFTER SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET '1 VENTED VINYL SOFFIT Q Ix8 TRIM BOARD UPLIFT CONNECTIONS: 0518 6ALV. COIL STRAP BOTTOM R-30 BATT INSULATION USE (2) „ - O p ~ 0 ( ) AT EACH POST TOP d 5/4"xb" DECKING (4)-IOd NAILS AT EACH END STUD TO FLOOR JOIST I-i/4 WIDE 20 C�UAGE � aL �"" 1L O PERPENDICULAR TO JOISTS SIMPSON COIL STRAP EACH 6ALVSIDE OF WINDOIZED STEEL STRAP AND W� _ (4)-Bd NAILS AT EACH END (2)-8d THREADED NAILS OR DOOR OPENINGS. INSTALL 'J Z (2)-No. 8 WOOD 5GREW5 AT 4x4 WOOD COLUMN 2x SOLID BLOCK 4 AIR-SEAL BETWEEN FJ STRAP FROM TOP OF TOP « r a- V EACH 5UPPORTIN6 MEMBER UG3B PRESERVATIVE TREATED 2x RIM BOARD Q Q PLATES TO JACK STUD. (L I I- [R507.7] REST DIRECTLY ON FLOOR BEAM MINIMUM LENGTH BELOW H - FLOOR BEAM(SEE PLAN FOR SIZE) GANTILEVERED FLOOR JOIST HEADER = LENGTH ABOVE < FLOOR JOISTS UC313 PRESERVATIVE TREATED BOTTOM OF HEADER O Q V 1 N (SEE PLAN FOR 51ZE) ASSEMBLE WITH TWO ROWS OF IOd NAILS STUD TO SILL fi L Alt= : U039 PRESERVATIVE TREATED IG," O.G. ALONG EACH EDGE [R507.5] - >�U WRAP STRAP UNDER SILL PLATE PER CODE GRADE .(b OSB 8 VINYL SOFFIT J O (6) 8—d COMMON NAILS AT EACH END OF STRAP O W SEE WIND COMPLIANCE PATHNAY NOTES ON SHEET '7 4xIL 4 WOOD POST FLOOR JOIST TO WALL: IL ~ O UG35 PRESERVATIVE TREATED SIMP50N H2;(5)-8d NAILS TO FJ B (5)-SCI NAILS TO STUD 2x EXTERIOR WALL a �O ' P544 HOT-DIPPED 6ALV. ALTERNATE WHERE FJ/STUD MI5ALION5: ~ ° POST BASE ANCHOR FLOOR JOIST TO PLATES: 0 SIMPSON H2.5;(5)-5d NAILS TO FJ, (5)-8d NAILS TO PLATES PLATES TO STUD: ° 12"(P x 6-0" HIGH P.G. COLUMN WITH(2)-#4 51MP50N H2.5;(5)-8d TO PLATES, (5)-Sd TO STUD ° VERTICAL REBAR ON DATE: FEBRUARY 2021 24 x 24 x 12' DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM SECTIONS 4 DETAILS H I O H-lel I ND UPLIFT STfi AFF I NO TYP I GAL. FOROH DETAIL, DETAIL_ AT FLOOR CANTILEVER TENSION ST AF I NO AT NAL.L. OFEN I NOS DRAWING NUMBER SCALE: NTS SCALE: NTS 50ALE: NTS, SCALE: NTS NOTE: ,ALL METAL STRAPPING SHALL BE 1 1/4" x 20 GAGE (SIMPSON 0520 COILED STRAP). A — STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE—PUNCHED HOLES. NOTES INDEXED TO "2020 RE51 DENTI AL CODE OF NEW YORK STATE ■ *:e. RIOI.I UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and Building code - Iq NYCRR TABLE R301.2(1) an publications Incorporated eference therein. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WIND COMPLIANCE PATHWAY NOTES d pu orpo by r Z R105.2 BUILDING PERMIT: A building permit shall be Issued by the O WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESION STANDARD: 2020 RGNYS Town prior to the start of work. A cop of the building permit V and approved construction documents s all be kept on-slte FLOOD ULTIMATE DESION WIND SPEED: OBTAINED FROM until pro ect completion. p GROUND SEISMIC WINTER ICE BARRIER AIR MEAN SNOW Speed Topographic Special wind Windborne DESIGN Frost line DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL https://*hozordr,.otc.ouneii.org FOR THE PROJECT LOCATION: project p Z Weathering Termite TEMP REQUIRED INDEX TEMP � � RI06.3 DESIGN PROFESSIONAL: A Certificate of Auhorizatlon Is O LOAD (mph) effects region debris zone CATEGORY depth N 41.0031 W '12.5665 THI5 NEW RESIDENTIAL STRUGTURE UTILIZES filed with The State Education Department entitling D'Amoro v WIND DESION 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE PRE-ENGINEERED WOOD CONSTRUCTION Engineering and Surveying, " 20 psf 127 None No No B Severe 36 M to H 15 F Yes None 1599OF-DAYS 51.0 F 8301 2(5)B g g y g P.G. (Designer) to provide FOR FLOOR FRAMING AND ROOF FRAMING. professional engineering services. However,the Designer has MANUAL J DESIGN CRITERIA-Central Islip MEAN ROOF HEIGHT 15 NOT GREATER THAN 50 FEET [TABLE77. not been retained to provide construction engineering, R501.2(5)] THE OWNER SHALL NOTIFY THE TOWN AND supervision nor Inspection,and therefore is not responslble Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXPOSURE CATEGORY: EXPOSURE B AFFIX THE ABOVE SIGN IN ACCORDANCE for work performance of the builder. The builder Shan 0 Elevation Latitude heating cooling or tem erature coolin difference WITH TITLE 14 NYGRR PART 1265 Immediately notify Designer, In writing, if there Is any W g g fact P 9 COMPONENT AND CLADDING LOADS [TABLE 8301.2(2)] DO NOT discrepancy found between field conditions and la ° ° o ° o ° ° dimensions,es especially with regard to existing construction. Ul 80 ft 41 North 15 99/o outdoor DB 85 1 /o outdoor DB 0.997 70 F 75 F 55 F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE 8301.2(3)] p y 9 9 Z _ MAIN ROOF UPLIFT CONNECTION FORGE = 228 pif (30'-0" roof 8301.2.1 WIND DESIGN: In accordance with Figure R3012(5)B wind Winter Summer g Cooling temperature Wind velocity Wind velocity Coincident _ N Daily range Spon, 140 mph, pitch less than 5:12) [TABLE R802.111 design Is not required. This building is designed In W p difference heating cooling wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 168 pif accordance with the wind provisions of the 2020 RCNY5. I- 10°F 15 mph 7.5 mph 72°F Medium 16°F to 25°F N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 108 plf UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP 83012.12 PROTECTION OF OPENINGS: This building is not located Q In a WndbornDebris Region. tV AND BOTTOM OF ALL BRACED WALL PANELS [8602.3.5]. R301.2.4 FLOODPLAIN: This building Is not located in a flood (1 hazard area. - LU R301.5 LIVE LOADS: Minimum uniformly distributed live loads: 1 Attics without storage 10 psf,Attics with storage 20 psf, O Balconies 4 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 ZI of the Ground Snow Load (20 psf,applied per ASCE-1) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table R301b. Span table ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,` SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,` SPACING AND LOCATION NOMINAL MATERIAL a b design corresponds to the 30 psf ground snow load column to THICKNESS DESCRIPTION OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load conditions. Roof Floor inches (inches) support (inches) (inches) 8301.8 NOMINAL SIZES: Dressed lumber dimensions specified on �� 1 „ „ (inches) these plans are nominal sizes. Engineered wood dimensions 4-8d box(2� x 0.113 ),or 4-8d box(2 x 0.113 ),or 9 or 3-8d common (2/2 x 0.131 ) or Wood structural panels,subfloor,roof 9 and wall sheathing to framing and particleboard wall sheathing to framing (LVL,P5L, I�olsts, glu-lams,etc) are actual dimensions. 1 Blocking between ceiling joists or rafters to top plate 3-8d common(2%"x 0.131")• Toe nail 21 Joist to sill,top plate or girder � �� Toe nail 3-1 Od box(3"x 0.128"); or 3-10d box(3"x 0.128"); or Staple 15 ga. 1 34 4 8 R302.1 FIRE-RESISTANT EXTERIOR WALL5: All exterior walls and X projections shall be located at least 5 feet from lot lines and / 3-3"x 0.131"nails 3-3"x 0.131"nails Up to% 0.097-0.099 Nail 2 3 6 are not fire-resistance rated. 4-8d box(21/2"x 0.113");or 8d box(2 y" x 0.113 ) 4"o.c.toe nail Staple 16 ga. 1 34 3 6 8302A FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common(2 y" x 0.131")• or Rim joist,band joist or blocking to sill or top plate 8d common(2%2"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 3-lOd box(3"x 0.128");or Per joist,toe nail 22 (roof applications also) l Od box(3"x 0.128");or 6"o.c.toe nail 1 32 and% Staple 15 and 16 ga.2 4 8 having a FSI = 15 (req'd max. 200) and a 50I = O (req'd max. 450);and compiles with Code. 3-3"x 0.131"nails 3"x 0.131"nails 0.097-0.099 Nail% 4 8 �� 1 �� Staple 14 a 2 R302.10 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/ 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 %2" x 0.162");or Face nail 2-8d common(2%"x 0.131");or 23 s Staple 15 ga. 1 %4 3 6 concealed spaces having substantial contact with ,cavity R802.5.1(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/ 1 surfaces shall have a F51 5 25 and a 5DI s 450. See plans ( )] ) 0.097-0.099 Nail 2/ 4 8 for exposed Insulation values. 2 staples, 1"crown 16 ga., 1 %4" long Staple 16 a 2 Ceiling joist attached to parallel rafter(heel joint) P g 4 8 R302.11 FIRE BLOGKING: Use approved material to fi:reblock 4 [see Sections R802.3.1 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%4 4 8 around all penetrations of the floor and ceiling planes,and R802.5.1(9)] 24 2 subfloor to joist or girder 1 „ Blind and face nail 2-I6d common 3/ x 0.162 1 where otherwise specified by the 2020 RGNYS. ( ) 0.113 Nail 2/ 3 6 4-10d box(3"x 0.128");or 3-16d box(3%"x 0.135");or l Staple 15 ga. 2% 4 8 8302.12 DRAFT5TOPPIN6: Not needed for this project. Collar tie to rafter, face nail or 1 1/" x 20 ga.ridge strap „ „ . 25 2 planks(plank&beam-floor&roof) 2-16d common 3 1 "x 0.162 At each bearing, face nail 1 8302.13 FIRE PROTECTION OF FLOORS: Not needed for this 5 3-lOd common(3 x 0.148 ),or Face nail each rafter ( /2 ) 0.097-0.099 Nail/ 4 8 to rafter 4-3"x 0.131") i project under Exception 4. ' 3-I6d common(3/2„x 0.162 ),or SPACING O FASTENERS 4-1 Od 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 Y x 0.135 ),or End nail 2 toe nails on one side and 1 toe 26 Band or rim joist to joist „ „ THICKNESS Edges Body of aneld luminaires shall be IG-rated I/A/I^I N1102.4.5 with separation 3-lOd common(3"x 0.148"); or 4-3 x 0.131 nails;or (inches) Y p from Insulation per listing. Z 6 Rafter or roof truss to plate nail on opposite side of each rafter 4-3"x 14 ga. staples, Y/6" crown (inches) (inches) (inches) - 4-1 Od box(3"x 0.128");or or truss' I 8308.4 HAZARDOUS GLAZING LOCATIONS: Tempered glass or 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 � O 20d common(4"x 0.192");or and adjacent to door panels;within 60 Inches of wet surfaces; m V at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. W(� O 4-16d box(3Y2"x 0.135");or Z W Z 3-10d common(3"x 0.148");or Toe nail 3 6 IOd box(3"x 0.128"); or 24"o.c. face nail at top and bottom 3d, corrosion-resistant,ring shank nails R30q.1 GARAGE FLOOR SURFACE: tiarag a floor shall be 5-inch d d dJ Z IY ?- 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 114-inch per foot toward vehicle W O -•i W 27 Built-up girders and beams,2-inch lumber layers entry doorway. (� Q = dJ Z W Roof rafters to ridge,valley or hip rafters;or roof rafter 4-3"x 0.131"nails And: Staple 18 ga.,8 long,%4 crown La �/ N 4 O 7 finished flooring other than the 3 6 8310 E'MER6ENGY ESCAPE AND RESCUE OPENINGS: I t Is the ilk O c4 Z to minimum 2"ridge beam 2-20d common 4"x 0.192" • or ( g ) (x Z Z g 3-16d box(3%" x 0.135"); or ( „ )� Face nail at ends and at each splice % builders responsibility to verify that window units supplied by Q (L O W 2-16d common(3 1/2"x 0.162")• or 3-10d box(3 x 0.128 ),or 1% long x.121 shank x .375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for (L /` pC J ,� ® O 3-lOd box 3"x 0.128" End nail 3-3"x 0.131"nails 8 8 emergency escape and rescue openings where required. J O *x ( ),or (galvanized or stainless steel)roofing nails(for tile finish) O < 3-3"x 0.131"nails 1 long,No. 8 x .375 head diameter,ribbed wafer-head screws 8311.-i STAIRWAYS: Interior stairways shall be re-assembled 0 O V y< 4-16d box(3Y2ry O Q Q Wall 3-16d common(3%"x 0.162")• or (for tile finish) the minimum tread depth shall be a Inches,plus nosing where Z la 28 Ledger strip supporting joists or rafters At each joist or rafter, face nail I6d common(3%" x 0.162") 24"o.c. face nail 4-1Od box(3"x 0.128"); or Plywoodrequired. Provide handrails per Gode. 8 Stud to stud(not at braced wall panels) l Od box(3"x 0.128");or4-3"x 0.131"nails 1 %l ring or screw shank nail-minimum 8312.1 6UAR05: Walking surfaces more than 30 Inches above 16 o.c. face nail 1 3 6 rade,and steps leadin thereto, shall have guards that x 3"x 0.131"nails 2-1 Od box(3 x 0.128 );or 2-8d common %and%6 12/ga. (0.099 )shank diameter conform to Code. g g "yam 1 �� 29 Bridging or blocking to joist 2%"x 0.131" ; or 2-3"x 0.131"nails Each end,toe nail � 3 _ I6d box(3/2 x 0.135 ),or ( ) Staple 18 ga., /, 16 crown width 2 5 R3I2.2 WINDOW FALL PROTECTION: Windows with sills less than Q 9 Stud to stud and abutting studs at intersecting wall 12 o.c. face nail 3" x 0.131"nails SPACING OF FASTENERS I i " corners(at braced wall panels) 1%2,g,1%2 and z /ring or screw shank nail-minimum 6 ge shall be protected per Code. than"12 above grade I6d common(3 1/2" x 0.162") 16"o.c. face nail DESCRIPTION NUMBER AND Intermediate 12%ga. (0.099")shank diameter I6d common(3 1/2"x 0.162") 16"o.c.each edge face nail TEM OF BUILDING ELEMENTS TYPE OF FASTENERa'b'` Edges b supports ,e 1%ring or screw shank nail-minimum 8314 SMOKE ALARMS AND HEAT DETECTION: Interconnected 4,ua•b�: p* 10 Built-up header(2"to 2"header with 1/2" spacer) (inches) <�r. i „ „ �� inches i9 5 23 3 i „ smoke alarms,carbon monoxide alarms,and heat detection .• :+, I6d box(3/2 x 0.135 ) 12 o.c.each edge face nail (inches) /2, /, /2 and/ 12/ga. (0.099 )shank diameter 3 6 alarms shall be installed at all locations shown on the plans. ••,(R. C?* Exr`r""" -r. •p"� , 5-8d box(2Y2"x 0.113");or Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 ga., I /2 6 8 8315 CARBON MONOXIDE ALARMS: Install at all locations z`tR`%�,.•»..•>r �..Gt,,Y „� �� 11 Continuous header,to stud 4-8d common(2Y2"x 0.131 );or Toe nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] Hardboards specified on the plans. z'sa,`�; 4-10d box(3"x 0.128") 30 _/� 6d common(2"lx 0.113 nail 6 12 I /2 lop ring-grooved underlayment nail 6 6 R31-1 WOOD DECAY PROTECTION: Lumber specified in the lana „) s 1 g Y2"„ :, :: subfloor,wall as pressure preservative- treated (P.TJ shall be In p I6d common 3/ x 0.162 16 o.c. face nail ( ) 0.200 4d cement-coated sinker nail 6 6 accordance with AWPA UI for the Intended use and location. �# 7 P P P P 10d box(3"x 0.128"); or i9 „ _ „ ( 1 " „) s P g 2 g(P ) Pp 9 :rbc^'' 12 To late to to late 31 /2 1 8d common nail 2/ x 0.131 6 12 Staple 18 a., /ion (plastic coated 3 6 Fasteners shall be hot-dipped galvanized steel, stainless /' ,,., , ,t ;:.,,�••° d-,-. 12 o.c. face nail steel,silicon bronze, copper or 1/2" diameter or greater gra 3"x 0.131"nails Y811 - 1Y411 IOd common 3 x 0.148 nail;or steel bolts. pp 9 '"%r' ( ) 6 I2 Particleboard ,n,,'< t,��'(,�., 32 1/ - 1 8d 2%"x 0.131" deformed nail ( ) 4d ring-grooved underlayment nail 3 6 R401.4.1 GEOTECHNICAL: Footings and foundations shall rest on Other wall sheathings Staple 18 ga., s long,%6 crown 3 6 undisturbed soil with a minimum load-bearing value of 2,000 DE"JIVERED FEB [ 7 21021 8-16d common(3 %"x 0.162"); or Face nail on each side of end joint g 1� 11/2"galvanized roofing nail, %6"head 6d ring-grooved underlayment nail 6 10 psf. Visually graded soils that have this Toad-bearing value 13 Double top plate splice 12-I6d box(3/2" x 0.135");or (minimum 24" lap splice length 33 y" structural cellulosic fiberboard sheathing diameter,or 1" crown staple 16 a., I %4" Ion 3 6 s i 3 include 6W d 6P-gravel and sandy gravel;OM 4 GG-silty and 12-1 Od box(3"x 0.128"); or P g g Staple 16 ga., I /long, /crown 3 6 c1a ay gravel;SW d 5P-sand and gravely sand;5M 4 50-911ty each side of end joint) l 12-3"x 0.131"nails 3 „ :, an c ayey sand. Unsuitable subsoll material encountered g I /4 galvanized roofing nail, /6 head 1 6dsing-grooved underlayment nail 6 10 durnq excavation shall be excavated and replaced In-situ O 34 2%2" structural cellulosic fiberboard sheathing diameter,or 1"crown staple 16 a. 1 %" long 3 6 �' S s s with /4' crushed stone to a minimum depth of 8 inches or AOBE. _ P g , g Staple 16 ga., I /long, /crown 3 6 P O � � 16d common(3 /2" x 0.162") 16"o.c. face naild i 1 1/2" galvanized roofing nail; staple galvanized, 8402.2 CONCRETE: Basement walls,foundation walls, exterior O Bottom plate to joist,rim joist,band joist or 35 „gypsum sheathing t/" I %4" screws Type W or S 7 7 walls and other vertical concrete work exposed to the1- 14 I6d box 3%" x 0.135" ;or 172 long; yp For SI: 1 inch=25.4 mm. weather shall be air entrained stone concrete with a minimum O `9 blocking(not at braced wall panels) „ ( „ ) 12 o.c. face nail s compressive strength of f'c,=3,OOo sl at 26 days. Porches, 0 i- OL t- 3 x 0.131 nails 5 d 1 /4 galvanized roofing nail; staple galvanized, P 9 P y 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 Oi O (� m 3-16d box(3Y2"x 0.135" ' or 3 each 16"o.c. face nail I / long; 1 / screws,Type W or S g P P floor slabs shall be air entrained stone concrete with a O Z 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. min►mum compressive strength of f'c=3,500 sl at 28 days. O IS 2-I6d 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 O blocking(at braced wall panel) e. 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 R403.1.4.1 FROST PROTECTION. Exterior footings and foundations O 37 4" and less 1 „ 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, i.e.,to a minimum {� ' V_ 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. O v = Q 4-Sd box(2%2"x 0.113");or O 1 3-16d box 3 Y2"x 0.135" or „ _ 8d common(2%" x 0.131")nail;or 6 12 e. For 5-ply panels,intermediate nails shall be spaced not more than 12 inches on center each way. R4o4.1.'I BACKFILL: Backfill shall not be placed against `� P IY Z ( )� 38 / 1 8d deformed 21 " " 4-8d common(2%"x 0.131"); or Toe nail ( /2 x 0.120 )nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minimum of 7 days. Brace top � 4-lOd 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 speec is less than and bottom of wall during backfill placement. O < L i 39 I 1g" - 1 1/" 1 „ 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using O W On I6 Top or bottom plate to stud 4-3"x 0.131"nails 8d deformed(2/ x 0.120 )nail R502.I WOOD FLOOR FRAMING: Load bearing dimension lumber O Ni IK If Q the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer 3-16d box(3Y2"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 modulus W Q < Z For SI: I inch=25.4 mm1 foot=304.8 mm 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. E=2.o x Io 6. 2-I6d common(3 1/2" x 0.162");or End nail P � Q Q � 1 V Z 3-10d box(3"x 0.128");or R602 WOOD WALL FRAMING: Load bearing dimension lumber shall W < 3-3"x 0.131"nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and TABLE R602.3(3) RE REQUIREMENTS FOR WOOD STRUCTURAL PANEL be Douglas fir-larch No.g2 or better. Studs shall be a minimum OL I No. 3, standard or stud rade lumber. sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of � �<�- 3-I0d 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 WALL SHEATHING USED TO RESIST WIND PRESSURESa,b,e R-1023 6YP5UM BOARD: All Interior walls to be covered with J2" t- OL 17 Top plates,laps at corners and intersections 2-16d common(3 72"x 0.162");or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped,spockled and painted;unless otherwise 0 _ 3-3"x 0.131"nailsnoted on plans. 60 b. Staples are 16 gage wire and have a minimum /6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN V W MINIMUM WOOD MAXIMUM PANEL NAIL 3-8d box(2%"x 0.113");orc. 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 WIND SPEED V„ii R`7033 SIDING: Exterior wall covering shall be vinyl siding tested M_ IL d. Four-foot b 8-foot or 4-foot b 9-foot panels shall be applied vertically. STRUCTURAL WALL STUD SPACING by the manufacturer for use In high-wind regions and Installed -1 Q O 2-8d common(2/ x 0.131 ) or Y Y P PP Y PANEL (mph) with fasteners in strict accordance with the manufacturer's O W IY 18 1"brace to each shad and late 2-lOd box 3"x 0.128" ;or Face nail Spacing ( ) PANEL SPAN SPACING IL = P e. Sacro of fasteners not included in this table shall be based on Table 8602.3 2 . THICKNESS Instructions for high-wind regions. Use stainless steel Halls for I- ( ) Penetration RATING (inches Edges Field Wind exposure category � 9 p.. O 2 staples 1 %4" 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 p (inches) (inches) (inches o.c.) (inches o.c.) $ C D the ocean line. 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 Y2"x 0.113" or than 130 mph and shall be spaced 4 inches on center where the ultimate design winds speed is 130 mph or greater but 6dCommon1.5 24/0 s 16 6 I2 140 115 110 8802.1 WOOD ROOF FRAMING: g ( )� P p g P P g 2.0 x 0.113 for rafters, trusses,roof beams and ceiling shallbe 0 2-8d common(2 1/2"x 0.131")•or less than 140 mph. ( ) g J 19 V x 6" sheathing to each bearing 2-10d box(3"x 0.128"); or Face nail g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Common � 24 6 12 140 115 110 16 6 12 170 140 135 Douglas fir-larch No. 2 or better. 2 staples, V crown, 16 ga., I 3/" 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 minimum net free ventilating area of X5o of the area of the DATE: FEBRUARY 2021 �� h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required vented space within the soffit. Attic is unvented. 3-8d box(2Y2" x 0.113 ),or blockingand at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges p P Y P g g P g PP P g 3-8d common 2%" x 0.131" or For SI: I inch=25.4 mm 1 mile per hour=0.447 m/s. 8905.2 ASPHALT SHINGLES: Asphalt strip shingle wrappers shall ( )� supported by framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to � p p g pp 3-10d box(3"x 0.128");or be labeled to indicate compliance with ASTM D-'1158 Glass 6 the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be NOTES 3 staples, V crown 16 ga., 1 %" 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 or H, accoror dance he Imalass nufa manufacthall urer's. instructions nstruucctions toed in achieve P g P PrP PP P Y P Yom' g P , 20 I"x 8" and wider sheathingto 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 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 g Wider than 1 x 8 opposite side of the rafter shall not be required.opp e 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 4-8d box(2Y2"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 saltwater. ( ) Lateral bracing requirements shall be in accordance with Section 8602.10. DRAWING NUMBER 3-8d common(2Y2"x 0.131");or j. the opo 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 R1006.2 AIR SUPPLY. All combustion air for factory4xilt 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, 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. A -7 THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING JOIST DETAILS ( 3y.) Load bearing or braced/shear wall m Plate nail-16d 0.135"x 2' at above(must stack over wall below) 12"on-center Load bearing or braced/shear wall above Plate nail, 16d(0.135"x 3 Yz") Plate nail, 16d(0.135 x 31/2") 7 „ 1 ® must stack over wall below when resent ALLOWABLE HOLES - TJ 1® Joists at 16"on-center When sheathing thickness exceeds/8 , 2x stud wall at Floor panel nail- Blocking panel: 1/8"TJ Rim Board,1 ( present) at 16"on-center 1 v ® ®. No load bearing Z trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2/2")at 6"on-center ,a"TimberStrand LSL or TJI joist. 1 Blocking panel: Web stiffener wall above Y2"hole may be cut Min.distance from Table A Min.distance from Table B Y 1X8"TJ®Rim Eoard, 1Y4" required on both Plate nail-16d(0.135"x 3Y") Web stiffeners required on g P anywhere in web out- � Blocking ane(: side of hatched zone TimberStrand"> LSL or sides at A2W ONLY at 16"on-center* 2x4 minimum Web stiffeners 1 DO NOT 1/s"TJ®Rim Board, Sheathing both sides at A3.4W ONLY squash blocks required each side , cut or notch flange. TJI0 joist Floor panel nail- g 8d 0.131"x 2X" at 6"on-center* boundary nails, at B3W ONLY 1/a"T@joist trand@ LSL ( ) 1 1 „ or TJI®joist 8d(0.131"x22")a 1/a TimberStrand to Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. Y,6. Web stiffeners 6" O O 6" O nail each side at A3._W B1 B1 W required on both V Toe nail-10d(0.131 sides of both joist ffN. Lt 2 x D1 D, Closely grouped round L2 2 x LZ Dz 6" 6" Toe nail, Toe nail, o When sheathing ends at B4W ONLY field cut minimum holes are permitted if minimum No field cut Do not cut O 1/a"TJ" Rim Board(A3/A3W g x 3")at 6"on-center 10d(0.131"x 3") 10d(0.131 x 3") TJI®rim joist thickness exceeds 7/s", 12" Web stiffeners require DO NOT les to (applies to all holes the group perimeter holes In holes larger only)or min. q End of joists at hatched meets requirements for hatched + - IL at 6"on-center at 6"on-center 1Ya"TimberStrand® LSL. trim sheathing tongue 3 „ on both sides at B1 W cut holes In cantilever except knockouts) q than 1/z In TJI rim olst at rim board For rim board thicker than 1/4 centerline zones round or square holes. zones cantilever ® j and B2W ONLY reinforcement. q •, (� Web stiffener -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support Table A - End Support W Toe nail-10d(0.131"x 3") required on both Must have 13/4"minimum * Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels may be required pp at 6"on-center P P 9 9 P Y Q � * sides at Al W ONLY * joist bearing at ends. Attach yc 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 63 63W with braced/shear walls above or B4 g4W Minimum distance from edge of hole to inside face of nearest end support Z to Al Al W A2 A2W rim joist per A3 detail. 8(919(9 nail from side of parallel closure into rim board, walls above or below-see detail B1 O O below-see detail B1 O O JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE *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 A3.4 t �r DEPTH 2•' 3" a" 5" 6Y" 7" s'/e" 11'• 13" z•• 3" a•' s•' 6Y2" 7" 8%" 11" 13" -O 1 1 Nail through 2x cantilever,wood backer and v ) O O O O Details and Installation in Weyerhaeuser Installation Guide 110 r-o" r-6" 2'-0" T-0" 5'-a' r-a' r-s" z'-6" 3'-6" 4'-6" (V Weyerhaeuser Installation Guide tot•Floor and Roof Framing,TJ-9001. 1/s"TJ®Rim Board or 1/a'TimberStrand LSL. Blocking TJI®joist web with 2 rows 10d(0.148"x 3") 210 1'-0" 1'-s" 2'-s" 3'-0" 5'-6" 1'-0~ z'-o" z'-s" a'-o" 5'-0" •� i for Floor and Roof Framing,TJ-9001. sY 9 Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 230 r-s" z'-o° z'-s° 3'-s" s-s° r-o" r-o" 3'-0° 4'-6^ 5'-0^ (� top and bottom flange.Nail to blocking panel Use 16d(0.135"x 3Y2")nails with 3%"TJI9 360 1'-s" z'-o" T-0" a'-o" 6'-0" 1'-s" z'-6" 3•-6" 5'-0" F-6' (V with connections equivalent to floor panel joist flange widths. 560 r-6" 2'-6" 3'-6" F-O" T-0" z'-o" 3'-0" 4'-0" s'-6" 6'-0" 6'-0"length of TJI®joist 8"diameter maximum hole for 11;/8"- � 110 r-o" r-o" r-s° z'-o^ z'-s° 3'-0" s'-s^ r-o" r-s° z'-o" z'-s° a'-s" s-o° s'-o" # g 1Ya"TJ®Rim Board 1/a"TimberStrand® schedule. reinforcement and filler 16"deep blocking panels;6"diameter 210 r-o" r-6" r-o" 2'-0" T-0" T-6" 6'-0" r-o^ r-6" 2'-6" T-0" s'-o" s'-s" 6'-6" _ 4'-0"length of 7 "_ LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 117/" z3o r-o^ r-s~ z'-o° z'-s^ 3'-0" 3'-s" 6'-s^ r-o^ r-o" r-6^ 3'-s" s'-s° s'-s" T- 3/4" 8"diameter maximum hole for 11/8 with 9Y2 a 4'-0"3enTJIs maximum for blocking panels 91/2"deep one each at top and bottom flange. with one 8d(0.131"x 21/2") 360 1'-s" T-0^ T-0" T-6" 41-6" s'-0" T-0" 1'-6" 2'-6" T-s" 4'-6" 6'-6" 6'-6' 7'-6" 3/"reinforcement on 16"deep blocking panels;6"diameter with 9/2"and 11/e TJI or shorter than 12"long. Attach reinforcement to'oist nail at each comer F1 applies to 560 1•-6" 2'-s" T-0" 4'-01' s'-6" s'-0" s•-o" 2'-6" T-6" a'-s" 5'-6" 7'-0" T-6" 8'-0" 8"diameter maximum hole for 11 one side at E2,both maximum for blockingpanels 9Y2" joists. Do not cut flanges. 1 P110 1'-0" 1'-0" 1•-0" 1'-0" V-6" 2'-0" 3'-0" 5'-6" V-0" V-0" 1'-6" 2'-0" T-6" 4'-0^ 6'-0" 8'-0" Web stiffeners %e"-16"deep blocking panels;6" sides at E3 with one 8d(0.131"x 2Y2') g Y 210 r-o" r-0" r-o" r-6" 2'-0" 2'-6" T-s^ 6'-0° r-o" r-o° r-o" z'-s" a'-o° a'-s" s'-s^ e'-s" �- deep or shorter than 12' long. Horizontal blocking uniform( Load from above required on both diameter maximum for blocking IV'TJ®Rim Board 1Y4" nail at each corner Do not cut flanges. panels between each loaded joists 14" 230 r-o" r-o° r-o° r-s° 2'-6" r-6" 4'-0" T-o" r-o" v-0^ 2'-0" T-0" a'-o" 5'-0" T-0" 9'-0' I^ sides at E1 W ONLY panels 9/z'deep or shorter than TimberStrand®LSL. Nail with joist.Nail to top plate with only. 360 1'-0" 1'-0" 1'-6" z'-s" T-6" 4'-0" s'-6" 8'-0" 1'-0" V-6" 2'-6" a'-o" 6'-0" 6'-6" 8'-0" 9'-6^ v J 12"long. 10d(0.131"x 3")nails,one 12"length of%4" connections equivalent to Wood A o� 560 r-0" 1'-0~ 2'-0" 3'-o" 4'-6" 5'-0" 6'-6" 9'-0" r-s" T-0" 4'-0" F-o" T-o" T-6" 9'-0" 10'-0- - 3ts Do not cut flanges. 1Y"TJ®Rim Board or 1Ya" \�` c z10 r-o" 1'-0" r-o" r-o^ r-o" r-s" z'-s^ 3-6^ s'- 11 o° r-o" 1'-0" r-o~ 2'-0~ a'-o" 3'-s" s'-s^ e'-o^ 1r-a' io g each at top and bottom flange. reinforcement on floor panel schedule. backer a� eye oa�l TimberStrand® LSL.Nail with one side at E5, 12"length of 3/" l\cae et Ga��\oads L16- 360 1-o" 1-0" 1'-0^ 1'-0'• T-6" 2'-6" 4'-6" 6'6" 9'-0" 1=0" 1'-0" 1'-6" 3-0" 5'-0" 5-6" 9'-0" 10'-0" 11-6" 10d(0.131"x 3")nails,one Attach reinforcement to both sides at E6 t�` reinforcement on one side ti�� O 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-0" 5'-0" T-6" 10'-0" 1'-0" 2'-0" 3'-0" 4'6" 6'-6" T-0" 10'-0" 11'-0" 12'-0" each at top and bottom flange. : joist web with 3 rows Full depth vertical O an tir t;� blocking between at E7,both sides at E8 F1 0 �e�g . 10d(0.148' x 3")nails at 6" 9 a•• 5^ s^ 7" a" 10" tz" 15" 17•• a" 5" s" r' s" to•• 12•• is^ tr' J Attach reinforcement on-center,clinched.Use 2 each joist 360 1'-0" r-o" r-o" 1-0" z-o" 4-0" s-6" 10'-0" r-o"16" 3.0" a'-s" 6'-0" 10'-0" 11.0" 1T-6- to joist flange with 2' d` rows with 9Y2"and 11%a" Less than 5' 18" sso r-o^ 1-0^ r-o^ r-o^ 2•-0" a'-s^ r-o^ 11-0" 2'-0" s^ s'-o^ s'-s^ e'-o•' 1r-o^ 1z'-o" 1a-s" squash blocks p' 8d(0.131"x 21/2")nails at 6" ad`s TJI®joists. * 20„ 360 r-0" r-o" r-o" r-0" r-o" z'-o° 4'-0" T-0" 10'-6" r-o" o° r-s^ 3'-0" a'-s^ 8'-0~ 1r-s° 1a-o" 1s-s° 1Ye"TJ®Rim Board or 2 �� on-center.When reinforcing E5 E6 /�Gap • WEB STIFFENER ATTACHMENT sso 1'-0" r-o° r-o° r-o^ r-o" r-o" 4'-s" s'-o" 11-6" r-s° T-o" 10-6° 13-4114--13"116--0"1 CS Use 2x4 minimum squash blocks to 1Y4"TimberStrandg LSL. Face grain �a� both sides,stagger nails. Ye"minimum transfer load around TJl® oist horizontal E4 t " ® 23/"maximum Table B - Intermediate or Cantilever Support / E1 E1 W Nail with 10d(0.131"x 3") E2 E3 Not for use with 3/2 TJI foist flange widths 1 Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support nails,one each at top and O O (1%"for TJI® Nailing: g port bottom flange. Option#1: 560,560D) See sizes below. JOIST rJi® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subfloor TJI®joist blocking with end DEPTH 2" 3" 4" 5" sy2" 7" 8%" 11" 13" 2" 3" 4" 5" sy" 7" e7/e~ 11" 13" blocks installed at joist-span Web stiffener both sides. adhesive to all j P See sizes below. *With point load from above,and no support 110 2'-0" 2'-6" T-6" 4'-6" T-6" V-6" 2'-6" 3'-6" 5'-6" 6'-6" Flush bearing plate required. Structural exterior sheathin locations usin P PP g contact surfaces g below,install web stiffener tight to to flange y�" 210 2'-0" 2'-6" 3'-6" 5'-0" 8'-0" 2'-0" 3'-0" 4'-0" s'-6" 7'-6" Hanger height must Double TJI®Joist Filler Block: Hanger Backer Block:Install tight Maximum Y4"overhang 1 " g P g be a rninimum of 60% g g Flashing two 8d(0.113"x 22 ) Tight fit (gap at bottom flange) 230 2'-s" 3'-0" a'-o" 5'-s" 8'-s" z'-o^ 3•-6" a'-s" s'-s" 7'-s" ofjolst depth Attach per the table.Clinch to top flange(tight to bottom permitted at beam. nails or 360 T-0" 4'-0" 5'-6" 6'-6" 9'-o" T-0" 4'-6" F-6" T-6" e'-o" nails when possible. flange with face mount hangers). Spa 2y2"screws, Depth Minimum Web Nailing Requirements 560 T-6" 5'-0" 6'-0~ T-s" 10'-0" 4'-0" F-6" 6'-s" 8'-0" 9'-0" Clinch nails when possible. Treated 2x_ 00 Y TJI®Joist Series P Number Nails 110 r-o" r-o" r-e" 2-s" 4-0" 4'-6" 8'-6" r-o" r-6" z'-s" a'-a' 7'o P ' ledger ,� a� typical (in.) Stiffener Size Type . g � End Intermediate 210 1'-0" r-o" r-o^ 3'-0^ a'-s^ s-o" s'-o^ r-o^ r-o^ 3'-0° a'-s^ 8'-0" e'-o" 10--0- See fastener 1 110 All 5/8 x 25/6"m 11%" 230 1'-0" 2'-0^ 2'-6" T-6" 5'-0" 5'-6~ 10'-0" V-0" 2'-6" T-s" F-0" 8'-6" 9'-0" 10'-6^ ?y`~• 1/e"TJ®Rim Board or 1/a" 360 T-o" T-0" a'-o" 5'-6" T-o" T-6" 11'-0" 2'-0" 3'-s" 5'-0" T-O- 9'-6" V-6" 1r-0" -••' . .. table below.Maintain ® 210 All 3/"x 25/6""i 8d 560 V-13" Top mount 2"distance(minimum)from TimberStrand LSL. 230&360 All 7/"x 25/6"f'i (0.113 x 212") 3 3 110 r-o" 1=0" 1-0" 1.0" 2'-0" z'-s" 14'-6" 8'-s" 1-0" V-0" 1.0" 2'-6" 15'-0° 16'-0" 19'-0" 12'-0" hanger Option#2: edge of ledger to fastener. 2x_strapping installed at% 16d 210 r-o" r-o" 1-0" r-0" 2'-6" 3.0" 6-6^ 9'-6" r-0" r-0" r-o" 3-6" 6-0" T-o" 10.0" 13'-0" Face mount Backer block joist-span locations using two 2 560 All 2x4(2) 14" 230 r-o" r-0" r-o" 2'-0" 3-6^ 4'-0" 6'-0" 10-6" r-o" r-0" 2'-6" a'-o" 6-6" T-6" 11•-0" 13-6" Allowable Load lbs) 1 „ (0.135"X 3y") 360 V-0" 1'-0" 2'-0" 3'-6" 5'-6" 6'-0" 8'-6" 12'-6" V-0" 2'-0" 4'-0" s'-6" 9'-0" 10'-0" 12'-0" 14'-0" - hanger both sides of web /2 screws per joist,typical with single TJI®joist Fastener iYa"TimberStrand® Ilya"TJ®Rim Board 18" 4 4 560 1'-0" 1'-0" 1'-6" 3'-s" 5'-6" 6'-6" 9'-6" 13'-6" 1'-0" 3'-0" 5'-0" 7'-0" 10'-0" 11'-0" 13'6" 15'-0" LSL rim board \ 560D 20" 2x4(2' 16d 5 5 210 T-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" T-6" 6'-0" 10'-0" 1'-0" 1'-0" V-0" V-6" 4'-6" 5•-6^ 10'-0" 12'-6" 16'-0" Option#3: Web stiffeners required if sides of Y,^lag bolt 610 480 Direct( a lied ceiling 22"(3) (0.135"x 3%") 6 11 16,. 230 1'-0° r-0" 1^-0" 1.4. r-s° z'-o" a'-o" s-s~ 1r-o" r-o° r-o" r-o° z'-s° s'-o° s'-o° 1o'-s" 13'-s" 16'-6- hanger top mount hangers,backer block required only Y PP 9 H 1 hanger do not laterally support at H2 H3 24"(3) 6 13 360 V-0" 1'-0" 1'-0" V-0" T-0" 4'-0" 6'-6" 10'-0" 13'-6" 1'-0" 1'-0" T-0'• 4'-0" T-6" 8'-6" 13'-0" 14'-6" 17'-0" O 3 ®. O for downward loads exceeding 250 lbs or for uplift O • Corrosion-resistant fasteners required for wet-service applications. PB1 least/8"of TJI joist top flange LA 0 When specified on the layout, one of O 1 PSI or PS2 sheathing,face rain vertical Seo r-o" r-o^ r-o" r-o~ r-s" 3•-s" T-o" 11-0° 1s'-o" r-o" r-o^ 3'-s" 5'-6" s'-o^ 10'-0"' 14'-6" 1s'-o" 1s-o" (n conditions.For nailing requirements see page 5,TJ- O ( ) 9. 9 v the bracing options above is required 2 Construction rade or better 4'• 5" s" 7" 8" 10" 12" 15" 17•' a" 5" 6" 7" 8" 10" 12" 1s" 17" 9001, Weyerhaeuser installation Guide for Floor and (3)Web stiffeners are always required for 22"and 24"TJI®560D Joists iso r-o" r-o" r-0" r-6" 3•-0^ s'-o^ s'-o" 15-0" r-o" r-s^ a'-o° s'-s~ s'-o^ 1a'-s~ 1s'-s~ 19'-s" _ v Roof Framing,TJ-9001. 1a" 560 V-0" 1'-0" 1'-0" V-0" T-0" 6'-0" 10'-0" 16'-6" 1'-0" 3'-6" 6'-0" B'-6" 11'-6" 16'-6" 18'-0"120'-0" FASTENING of FLOOR PANELS iso 1'-0" 1'-0" 1.0" r-o~ r-o" 3'-0" s'-o° 1r-o" 1s'-s° r-o° r-o" r-s" BEAM DETAILS Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 20" 560 1'-0" 1'-0•' 1'-0" V-0" 1'-0" 1'-6" 5'-6" 12.0" TJI®(1)(z) Rim Board 1Y2 TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement of longest side. LU ((� Nail Size 110,210, 360 and ® TimberStrand®LSL Microllam® Parallam® , , (n m BEARING FOR DOOR BEAM TO BEAM BEARING AT Ys"TJ Ri 1Ya'" Depth 9�"or 14" 9/z"or 14"or g2 or 14"or 18"or 1 14"or 18"or • Leave Y8'of web(minimum)at top and bottom of hole. DO NOT cut joist flanges. V Utz. 1 W z_ and 230 56" Board TimberStrand®LSL or wider LVL PSL P 7 7 7 11/a . Tables are based on uniform load tables In current design literature. Z <•t d) BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL 11/a' 11/e' 1s" 11/•• 1s" 20" 1s" 20" Sd(0.113"x 2Yz"),8d(0.131"x 2Yz") 4" 3" 6" 4" 3" 3" 3" Filler Block(11 2x6+3/" 2x8+3/" 2x6+2" 2x8+Y2" 2x12+Y2" Two Two Two --1 tT -1 W 1%"TJ®Rim Board or Strap per code if top plate 2x6 2x8 For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located m -_ 10d(0.148"x 3"),12d(0.148"x 3Y4") 6" 4" 4" 4" 4„ (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 Z 111 1 a"TimberStrand LSI-or is not continuous over 3 at the center of the joist span provided that no other holes occur in the Joist. 0 ,- Q r- 0 Z i6d(0.162"x 3)i") 6" 6" 8 Cantilever 2x6 2x10 2x6+3/" 2x10+3/" 2x6+%" 2x10+)z" to 1 blocking for lateral support header 4 4 6 Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing Not Not applicable 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 applicable ALLOWABLE HOLES - Headers and Beams < tL z ®, 9 (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long � 1 1 ' � �W � ® O panel edges)for diaphragms.Fastener spacing forTJl joists in diaphragm applications cannot be less than shown in table.When fastenerspacing for Backer Block(1) �.55E TimberStrand® LSL Headers and Beams ILI Strap per code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI ®joists. s „ 3/4" a „ 3/8„ " --t 2 For non-diaphragm a lications,multiple rows of fasteners are permitted if the rows are offset at least 1/�'and staggered. (Detail Fi / or 4 or / or 1"Net 2x6 2x8 2x12 Q_1 plate is not continuous ( ) PP P P gg or H2 O Y_- Q over column (3)With 10d(0.148"x 11/2")nails,spacing can be reduced to 3"on-center for light gauge steel straps. ) 2 x diameter of the Top mount 4 Can be reduced to 4"on-center if nail enetration into the narrow ed a Is no more than 1 %" to avoids littin 1 If necessary•increase filler and backer block height for face mount hangers and maintain/"'gap at top ofjoist;see detail W.Fillerand backer largest hole(minimum) Q •� ( ) P 9 3a ( splitting). block dimensions should accomodate required nailing without splitting(12 minimum for backer locks and 24"minimum for filler blocks). N r(� ry X Q hanger (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 /"(to avoid splitting). Y3 depth Face mount Protect untreated ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede All hole zone ZQ Q Column 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 L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing,TJ-9001. -d O o ■Nailing rows must be offset at least)z"and staggered. 0 0 0 0 0 1.55 E TimberStrand®LSL literature for framing connectors ■14 ga.staples may be substituted for Bd(0.113"x 2 Y")nails if minimum penetration of 1"into the TJI joist or rim board is achieved. ■Maximum nail spacing for TJI®joists is 18"on-center. Joists must be laterally Supported at Header or Beam Maximunn Round Depth Hole Size cantilever and end bearings by blocking 9;"-9Y2' 3" Multiple-Member Connections for Top-Loaded Beams panels,hangers,or direct tattachmentto 8„ 8,� 11y"-11%" 3%" TJI®joist framing does not a rim board or rim joist. Fastener Installation Requirements 14"-16" 4%" Piece #of Fastener require bridging or mid-span _ E1 General Notes See illustration for allowed hole zone r•4�}•""A"f0?*"ir. blocking e 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 (?; l,"• uniform and/or concentrated loads anywhere along the member. `•,� �, «.•+••">„"��-' ,', (2) sides,stagger fasteners on the second • Round holes only • No holes in headers or beams in lank orientation. e 1•M r(,t, f Il,,1. BEARING AT 10d nails 3" 3 12„ side so they fall halfway between "• , COLUMN 2 12d-16d nails 3�" 2(2) One side fasteners on the first side, r1 Al Other Trus Joist® Headers and Beams Screws 33/"or 31/2" 2 24" H2 10d nails 3" 3(2) DO NOT bevel cut joist O ( am a j t 4. i.r•. 12" Both sides Rim board joint A A. • j r.,, t2i beyond inside face of wall. Microllam® LVL B1 I•+ ` y•$ 12d-16d 31/4" 2 E2 between joists DO NOT overhang seat cuts 3 9 1.3E TimberStrand® and Parallam®PSL ,- h t^•,��+« ►3 3%8"or 3X2' Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the -"'« �r`°f" .•' Load must be applied even) across 3 Y depth 7 n 1t r Screws 2 24" PP Y largest hole minimum "'i36t "`' >• 1"'�°d"` • 5" One side face ofsupportmember, g ( ) ,,.:•C t.. r entire beam width.Otherwise,use °C«,"•r,ata�•y,•"' Verify column capacity 10d nails(') 3" 3(2, connections for side-loaded beams. DO NOT cut,notch or drill " One side and beam bearing12° except as indicated in 1 L5 length.See current 4 a 1 2 (P ply) o 0 0 illustrations and tables. 12d-16d nails 3/4' 2 d holes In headers or beams (per I O Both sides p�L'•.VERED FEBFES 7 20 Weyerhaeuser literature. 5"or 6" 0 0 0 Screws 3 2 24" Multiple pieces can be nailed or bolted together to CS 6/ One side L6 form a header or beam of the required size,up to a TJI®rim joist • '�.•• Microllam® LVL and Other Trus Joist Beams Q 5"or 6" Both sides maximum width of 7" 11/8"TJ®Rim Board or 1X" Parallam®PSL Header or Beam Maximum Round J One side 13 TimberStrand® LSL. allowed hole zone Depth Hole Size 31/i" 2 Screws 2 24" 6/4' p 2 middle%span 43/8 1 O j 1/z"bolts 8" 5�„ 13/„ d 1.3E TimberStrand® LSL allowed hole zone d 0 (1)10d nails are 0.128"diameter;12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Tru ss-LOK-EWPT"". 61 L1 7Ya'"-20" 2" �COLUMN DETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 See illustration for Allowed Hole zone (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 0O 0 n B2 1 V • Allowed hole zone suitable for headers and beams with uniform loads only. Z BEAM ON COLUMN CAP NAILING AT BEARING (FLOOR) • Round holes only Q 3 L5 63 TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist • No holes in cantilevers. O v m • No holes In headers or beams In plank orientation. O O 1 ® (Load bearing wall above) 1/a"TJ Rim Board or • 1 Joist may be shifted up to 3"if 64 Use di or 62 at g WARNING 1/a"TimberStrand® LSL. One 10d(0.128"x 3") p � 1 nail into each flange floor panel edge is supported Intermediate bearin S - One 8d(0.113"x 22") and span rating is not exceeded. O O k p nail each side. Drive Do not cut joist flanges. with load bearing or Joists are unstable until braced laterally LL_ - nails at an angle at braced/shear wall �/ p La P1 least 1Yz"from end. Plumbing Drop g Bracin Includes: O from above • Blocking • Sheathing • Strut Lines Q End of joists • Hangers • Rim Board • Rim Joist J 1ILL , Q at centerline 1-� 3%"minimum of support DL2 Q 2 COLUMN BASE 3 intermediate bearing Also see detail B2 pp W Z 1/'minimum end bearing 9 single-family applications 5%"may be required T , -��- ate for maximum H1 "-® _ ILI d Q p- V Shear transfer:Connections equivalent capacity O o 0 - - � nL to floor panel nailing schedule . �- � < E ;:;, •», Rim to TJI®Joist ° DO NOT walk on joists DO NOT walk on joists DO NOT stack building O CIL until braced. that are lying flat. materials on unsheathed t- N N `1•;3r ;,;'}`f '` '�" 1 ® TJI®560 rim joist:Toe 1/s"TJ Rim Board, Additional joist is required if .' o 1Y4"TimberStrand® LSL or nail with 10d(0.128"x 3") floor panel edge is unsupported L4 O INJURY MAY RESULT. joists. Stack only over (� - TJI®110 rim joist: nails,one each side of or ifs an rating is exceeded. • , a. -. WARNING NOTES: beams or walls. � P 9 Exterior Deck lU P2 IL One 10d(0.131"x 3")nail TJ Is joist flange TJI®560 O O LA DO NOT use sawn Lack of proper bracing during construction can result in serious -1 into each flange floor joist :4' ,: Attachment Q /umber for rim Q W Structural accidents.Observe the following guidelines: � !X INSTALLATION TIPS O gr 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI®joists must be completely installed and properly nailed. ILL.. F TJI®210,230,and 360 rim � °•:�. sheathing board orb/ockin ELEVATED 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 COLUMN BASE 3 One 16d(0.135"x 31/2')nail •Subfloor adhesive will improve floor performance,but o after installation. accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. Q 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 ~ m Locate rim board joint between joists. 0 Safety bracing(1x4 engineered/umber. joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at 8'on-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 1%"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. 1Y"TJ®Rim Board or 1Y4" for squash blocks or blocking panels. approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. TimberStrand® LSL. 12"on-center ( Warning: Drilling,sawing, g g p g p g DATE: FEBRUARY 2021 ''.:i;;'.•„?�,';,•;••.••. two 8d 0,113"x 22")nails minimum g: g, g,sandin or machining wood products generates wood dust.The paint and/or coating on this �:::N° •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 Catifomia 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). 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. 1Y"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 TJIJO&Instaiiation Guide, TJ-9006, which should be referenced for additional information. - TONN GOMMENTS Z Z ° II AURORA ' ' � C3 s A OUAL I TY NEN BIOME MODEL 3=3Y I 0 OASIS AT MATT I TUGK, GORE. l � z N � O CV O > �.1 �-F--1 O v Lu O E- N : - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -- - - - - — FINISHED SECOND FLOOR ------------- w iL o U"J m z DODD 0000 _ � z � wz o Qv � za 0 El 0 1:1 El El El ELIFLOOR AREA TABLE o � �- <� � oZ o� luo z z FIRST FLOOR FINISHED FIRST FLOOR 1,215 sf >` p/ tu O o - - - ❑ au- - - - - - - - - - - - - - - - - - - - - - - - - - Loon m AC BA RAC7 F 1,2 52 sf O O 4 - - - - - - - - GARA6E 552 sf --1 a Ll ® 0 ® � _ El PORCH 1,22 1 sf �/ o Q % ;, FINISHED GRADE PORCH 241 sf I TOTAL LIVING SPACE 2,41'7 sf I I I i t I I I I I I I i CONDITIONED FLOOR AREA 3,643 sf I I I I I I I I I I I (INCLUDES BASEMENT) - I INFILTRATION VOLUME 37,200 cf i I I I I I I I I I I I I (INCLUDES ATTIC 4 BASEMENT) VZ I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I - - __ — - - - - - - - - - - - _ — __ - - - - - - - - _ - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� INDEX TO D AVgINOS — — — — — — — — — — — — — _ — — — — — — — — — — — — — —�— — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — = 4 ~ • e 4t ; , 4 DRAWING No. e asp COVER 4 ELEVATIONS A-I FOUNDATION PLAN A-2 FIRST FLOOR PLAN A_3 _ ,,s�`z , A �t •� ": FRONT ELEVATION 2nd FLOOR PLAN A-4 WALL BRAGINO 4 ROOF PLAN A-5 Q LIVERED OCT Z 6 ZO2 SCALE: I/4" = I ft SECTIONS $ DETAILS A-6 NOTES A-7 TJI-DETAILS A-8 ci O � O r 00 O � Zci � v 0 12 O Q k z o — 5.2s � � � Q p iL _ Wp � z 12 X0-1 < — 5.25 El < < a OL ----------- ------------ ------- ---------------------------- --------------- --------------------------- ------ ------------ ------- -- lu J I Ow 0 LL- IL ci ------------ -------- -------- ---------------- - ------------------ - ------ ------------ ------ ----- - m --- -- -- -- ---- — -------------------------- ---- ----- ----------------------- — ---- -------- O DATE: FEBRUARY 2021 COVER 4 SIDE ELEVATION REAR ELEVATION SIDE ELEVATION ELEVATIONS SCALE: I/8" = I ft SCALE: I/8" = I ft SCALE: 1/8" = I ft DRAWING NUMBER A - I A -7 m A-b 235# ASPHALT 5HINGLE5;MIN. (4)-FA5TENER5 PER Z Z STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE Q O 24-4" No. 15 ASPHALT FELT UNDERLAYMENT[RG05.1.1] v TWD LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 j 14'-8 I/4" ?'-5 I/2" EGRESS WINDOW WELL f 8 CONCRETE STEM O G SELF-ADHERINPOLYMER-MODIFIED BITUMEN ICE SHIELD BARRIER [Rg05.1.2] V Ib" x 8" P.G. FOOTING 24 INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES I j 2x8 [Ur-3B] P.T. LEDGER _ _ _ PROVIDE FALL PROTECTION �� I/2"� x 4" GALV. LAG SCREWS AT 16" O.G. r - - - (TYP_3) STAGGERED [R50-7.q] P.G. FTG 6 36" INSIDE EXTERIOR WALL LINE FOR > 8:12 SLOPES IL I/2" STRUCTURAL PANEL SHEATHING [R803.2] _ LL __ _ BASEMENT ENTRANCE STAIRS (2)-2x10 P'T'TDR` I 8" REINFORCED CONCRETE RETAINING HALL R-3q CLOSED-CELL SPRAY FOAM (SPF) INSULATION 0 _ L #4 REBAR AT 12" ON-CENTER EACH HAY uj W w -1 d o STANDARD HOOK AND LAP INTO 16" x 8" P.G. I- m DECK d) II FOOTING. 2" MIN REBAR COVER G I I ABOVE0- z I G SOLID WOOD BLOCKING z LdL :71 -1 - -� o o GEILING JOIST Qp 1� N - - - - tV 6 ASEMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -2g36GAS- - DRIP EDGE [Rg05.2.8.5] ry O EGRESS WINDOW EGRESS WINDOW I I `� Ix8 WOOD FASCIA r I 11" `r I/2" GYPSUM WALLBOARD T f SOFFIT VENT - N OL 10" POURED CONCRETE FOUNDATION STEM WALL I 7X6°R I UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING I L - - - - - - - - - - - -- DOUBLE 2x TOP PLATE I VINYL SIDING. ATTACH THROUGH RIGID - - - - - - - � d� MINIMUM 24" LAP SPLICE LENGTH [R602.3.2] � ; INSULATION TO WOOD FRAMING PER W MINIMUM 3'-0" BELOGRADE I MANUFAGTURER15 INSTRUCTIONS FOR HIGH-WIND J AREAS AND TO RE515T A MINIMUM 28 sf 6" EMERGENCY ESCAPE 4 RESCUE OPENING I r - - - - - HAD- IL I7.8- - I I (EXP OURLOAD S C). (EXPOSURE B) OR 40 sf } GAS WATER HEATER 13 [R310] GONG PLAT . _ HW A. O. SMITH O I AND STEPS _ I P GPVT 50 200 3o6a I O <- ON 13 RISERS � z I- GAPAGITY = 50 gal BASEMENT OII I� _ Q� 4" P.G. SLAI DRYWELL in - - - - - - - - - - - - - - 1 r `r INSULATION. INSTALL AND TAPE ALL SEAMS PER OL PLASTIC HOU5EWRAP INSTALLED OVER FOAM OL � o I NOTE: N I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - I 2x4 WALL STUDS AT 16" O.G. MANUFACTURER'S INSTRUCTIONS [R7o3.2] L_ _ I HOLDDONNS ARE AFGO ZIP MODEL 4X 23'-6" -I I R-15 UNFACED FIBERGLASS BATT INSULATION o NOT REQUIRED FOR 4 STEEL COLUMN I R-5 I-INGH THICK EXTRUDED POLYSTYRENE (XP5) 2'- ON 2'-6"x2'-6"x12" DEEP P.G. FTG. I I/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL U51NO THIS PROJEGT. w/(3)-#5 REBAR EACH WAY I I I I GAP-HEAD NAILS WITH A MINIMUM 3/4" x II.B'15 LVL GDRD DESIGN) O.G. I D FLOOR PLATFORM - NOO T SHOWN) PENETRATION;SPACED 12 O.G. PERIMETER AND (TYPICAL-4) I I I I I I R-13 2 CLOSED-CELL SPF INSULATION „ O (ENGINEERE - -1 P - - -1 I I I (ALSO RIM JOIST SECOND 1/162" STRUCTURAL PANEL SHEATHING (� 7'-2" P -- - Q 3/4" STRUCTURAL PANEL 5UBFLOOR- 2x 50LE PLATE L I _ J L - J L - _ J BEAM POCKET ,f I I m 2x BAND JOIST x I I f (TYP-2) I I I I 2x6 PRESERVATIVE TREATED SILL [U62] LL in FLOOR JOISTS -- -- - OVEPR SILL SEAL SHIELD (3)-2x10 FL HDR - (3)-2x10 FL HDR L I I I O �o I N - I LNNEXGAI/ATED I - N EXTEND 51DING TO WITHIN 12" OF FINAL AFGO ZIP MODEL 4X O " " WOOD SILL PLATE TO FOUNDATION ANCHORAGE GRADE FOR HISTORIC DISTRICTS v 4"0 STEEL COLUMN R O I [R403.1.6] o _ = l0 ON 2-O x2-O x10 � " O � 10" I I IO" MINIMUM Y2" dia. ANCHOR BOLTS SPACED NOT �O DEEP P.G. FTG. __ I m I O H- I I I I GREATER THAN 6 FEET ON-CENTER EMBEDDED t (TYPIGAL-2) -7 I (2)-2x10 i - I u- Q I I NOT LESS THAN T" INTO CONCRETE OR GROUTED FIN15H GRADE J iL I FL HDR w I I I CELLS OF CONCRETE MASONRY UNITS. THE l 1 BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD _ x Z) OF THE WIDTH OF THE PLATE. A NUT AND CHOR I G I I z 0 HA5HEN I I I BOLT. THERE SHALL BE HALL BENNOT ED �EWER THAN EACH N TWO Z U�1 F- Q ri O 4 " 2�6$ I I I I LOCATED NOT MORE THAN LTS PER PLATE SECTION INC1HE ONE BOLT LE55 z �- _� U)LU W In Q I I I I I THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH I.L^ Z Lf Z Z L _ I DEGK LATERAL CONNECTION [R5O'7.q.2] I I I END OF THE PLATE SECTION. WALLS 24 INCHES o- cn O } <d - lu IX cv 51MP50N DTT2 1 I 1 I I TOTAL LENGTH OR SHORTER SHALL HAVE NOT = N -Z _ - - - I INSTALL IAW MANUFACTURER'S r -1- - - - - - - - - - i I I I FEWER THAN ONE ANCHOR BOLT LOCATED IN THE v N c� (� V )-- Q i- Q Z SPECIFICATIONS CENTER THIRD OF THE PLATE SECTION AND 3 O in 3'-8" I (TYPICAL-6) I I I DROP FOUNDATION BELOW 5LAB DROP FOUNDATION BELOW SLAB I I SHALL BE ATTACHED TO ADJACENT WALL Q w Y�m O U� z � Q� AT DOOR OPENINGS AT DOOR OPENINGS I PANELS AT CORNERS A5 SHOWN IN ITEM q OF Q U N V `'v Z < p- i- L - - - - - -- - �- - - -� [- - - - - - - - - - - - - - - - - - - - -- - - - - - - - - <_ -z > aC� ® O TABLE R602.3(1), m -D- - • = -- -- -- I DECK I -- - -- >a odd W " (2)-2x10 FLUSH I R-II BASEMENT WALL BLANKET INSULATION O O v Q' O w o : } c Q L _ L - (2)-2xIOFLUSH - J - _I � ABOVE L - I-- - - - - - - - -I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <� � No- „ tag NO �4 O ° r d[0 �0ILd) T0 z pQ " I I P.G. FOUNDATION WALL � < F CONTINUOUS HORIZONTAL REINFORCEMENT: ONE No. 4 �-r- 0O lY (1 x Q - - _ - - - - _ - - - - BAR WITHIN 12 INCHES OF THE TOP OF WALL STORY =` 0 w 1-1 8'-4° 1'_8" 8'_4" 3'_4' AND ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL _ STORY [TABLE R404.1.2(I)] O cv 2x8 [UC35] P.T. LEDGER EXPAN51ON JOINT r dJ 1/2"(P x 4" GALV. LAG 5GREW5 AT 16" O.G. STAGGERED [R50-7.q] F _ � F __1 F 7 4" P.G. FLOOR SLAB I (2)-2x10 GDR "'_ 1 (2)-2x10 GDR POURED CONCRETE FOOTINGL - J L _ J _ ON UNDISTURBED SOIL [R403.1]6 MIL POLYETHYLENE FILM R`. • - >--•• }� " CONTINUOUS UNDER STEMWALL •; 7-O ,J2 42 �1��` T`i F I GAL NAL.L. SEDT 101 ��.. q'-I3/4" 6'-6 3/16" 'f'-0" 24'-8" SCALE. NTS 4 61-8" D yLIVERELD OCT 2 6 2021 4"x4" UG PRESERVATIVE TREATED POST WITH GALV. METAL POST BASE ANCHOR ON 12") x 6-0" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON p A Cx 24" x 12" DE P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOMM 5UPPO OAD AT"i' DESIGN DEPTH = ISk IN PRESUMPTIVE 2k BEARING SOIL (TYP-q) = O A-6 (ENGINEERED DESIGN) O j QO � � r FOUNrl )ATI CN PLAN o � � SCALE: I/4" = I ft O O v nnO o IL - ,17 :D oy p Q < < ° z STRUCTURAL DEVON NOTE W pLUA - Uu � rz WINDOW AND DOOR SCHEDULE In accordance with the 2020 RGNY1-S; structural Q Q Q � v < No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL elements such as engineered wood, steel and IZ Fx- < WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS steCi/wood composite columns, beams, headers and 1-� A UNITED WINDOW 3900 3050VA 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.31 -22.0/-26.6 psf[20 sf] 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE girders that: 11,S)Q - ry B UNITED WINDOW 3900 4040V N/A N/A 11.96 sf N/A 16.0 sf U=0.28 SHGC=0.32 -22.0/-29.7 psf[20 sf] 48"x 48" B PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE 1) resistg rovity oaand d v _jC UNITED WINDOW 6000 3020V N/A N/A 4.30 sf N/A 6.0 sf U=0.28 SHGC=0.32 -20.0/-27.0 psf[50 sf] 36"x 24" C AWNING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE W it _1L D UNITED WINDOW 3900 2050VG 18 7/8"x 26 13/16" 3.51 sf 6.76 sf 3.51 sf 10.0 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sf] 24"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE 2) are not contained in the prescriptive design p W E 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 sq 36"x 60" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE provisions of the 2020 RGNYS u- H F UNITED WINDOW 4500 3131TR6016V N/A N/A 6.04 sf N/A 9.0 sf U=0.28 SHGC=0.32 -26.0/-35.1 psf[20 sf] 72"x 18" F PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE IL O G UNITED WINDOW 6000 2836^ 24"x 35 3/4" 5.96 sf 6.29 sf 5.96 sf 9.1 sf U=0.28 SHGC=0.25 -22.0/-29.7 psf[20 sf] 32"x 42" G CASEMENT EGRESS WITH HARDWARE,VINYL FRAME,LOW-E GLASS,ARGON(BASEMENT) were designed in accordance Hit;h 10 H 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" H PATIO DOOR,LOW-E GLASS,ARGON,NO GRILLE ANSI/AWG ND5-2018 with 2018 supplement. O I THERMA-TRU FIBER-CLASSIC FCM65/FCM65SL 36"x 80" 20 sf 5.0 sf 20 sf 34 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sf] CHECK UNIT I FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS --I J C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x 8't 64 t sf - 64 t sf 64 t sf N/A N/A -23.0/-27.8 psf[50 sq CHECK UNIT J RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS Structural elements such as Halls and fenestration K 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 K SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR that: L THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sf] CHECK UNIT L HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR DATE: FEBRUARY 2021 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 I) resist wind loads, and 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[_sfi ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 2) are not contained In the prescriptive design FOUNDATION PLAN 4 provisions of the 2020 ROWS TYPICAL WALL SECTION 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 DESION." A == 2 A A-6 NOTES INDEXED TO THE 2020 ENERGY GON5ERVATION GON5TRUGTI ON -7'-10 1/2" 10'-6 1/2" 12'-t" 6'-4" O GODS OF NEW YORK STATE Z O Ui RIoi.5 COMPLIANCE: This building was designed and shall be W constructed to meet the 2020 E00GNY5. Both R-5check N.S. eg and REM/Rate (Norelco) computer PROVIDE RESERVED SPACE IN SERVICE PANEL TO CODE Department of EnZ Q software was utilitze to demonstrate compliance. All FOR FUTURE SOLAR ELECTRIC INSTALLATION [TI03.q] ' mandatory provisions of the 2020 EGGGNY5 - Residential WOOD STEPS 1 j f" Provisions are in force. 140 Q� IL r O !' 8105.22 WRITTEN STATEMENT: To the best of my knowledge, 8r_O WALL LINE 1L belief and professional.judgement, these plans comply with the ABOVE �1 CLOSED-CELL SPF z J O Ener ode. Furthermore, as a RESNET certified rater (ID. No. 26143q-I), I certify that these plans comply with the Home Q 5 ° ATTIC PATHWAY FOR SOLAR ELECTRIC [TIO3.6] lu II' Energy Rating System (HERS) program. A signed certification O O O O 4 INSTALL 2"41) VERTICAL SCHEDULE 80 PVG CONDUIT W of compliance with the HERS program (NERC)will be submitted 1 < PIC RE THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLUG5 Z _ Z of the constructed building to demonstrate complione. N Q l� ° ° e r OR GAPS AT EACH TERMINUS [E3802.3.2]. - GYPSUM BOARD z -- -- _ 1 --L------------ 4A ---__ -- O O R301.1 CLIMATE ZONE: 4A Suffolk,NY Q111-- (2)-1.'15x1125 LVL HDR (2)-1.'75x11.25 LVL HDR __ __T _D ® L______ (V (V ---- CONTINUOUS BEAD OF w v (ENGINEERED DESIGN) (ENGINEERED DESIGN) j N j DW j I < r= SEALANT 8401.2 COMPLIANCE: This project complies with 2) Section R405 u Q Q p L _-iJI cV (� z - ---------� La il_ Simulated Performance Alternative, and the provisions of GYPSUM BOARD Sections R401 through R404 labeled "Mandatory." 13 m N EXTERIOR ` Mandatory requirements: z� IR INTAKE `� _ KITCHEN ; I [R312.11 # +(yam R40L3 CERTIFICATE: Builder to post per Code. p [81006] rn I I -------------- - GUARD [831- -----------_ CONTINUOUS BEAD OF R402.4.1 THERMAL ENVELOPE= To be tested 4 verified to 3 23'-4" m I 1 __________--- CONTINUOUS __ lu�� ISEALANT AGH by HERS rater. See Table R402.4.1.1 In plans. I r -- ---- R402.42 FIREPLACES: Factory built with UL 12'1 doors. O z r , o r' -- ----------- GONTIN000S MINIMAL R402.4.3 FENESTRATION= See window/door schedule R402.4.4 FUEL-BURNING APPLIANCES: All room heating and z- FAMILY ROOM BREAKFAST o I I Q 0 O B E ENT ENTRANCE p ( EXPANDING FOAM AT WINDOW g _ --h _ _: -1-0" 4'-4" O Q 1 0 UNIT PERIMETER hot water heating appliances to be direct vent with both �� <- O N and exhaust pipes Installed continuous to the • - ` ----------------- intake O 3 w � UL 12"1 LISTED AND WINDOW UNIT 8402.4.5 outside. REGE55ED LIGHTING= IG-rated and labeled as Q LABELED 36" Q zW° 1 L having an air leakage rate of not greater than 2.0 cfm WO FACTORY-BUILT NOTE: q'-O" CEILING HEIGHT per ode. �� FIREPLACE [81004] THROUGHOUT FIRST STORY � o 00 � I� 25 cfm CONT. 1 - I ELEC. PANEL _ R4025 MAX. U-FACTOR 4 5H64: See window schedule. _ - �% R403.1 CONTROL5. See plans for thermostat Information. Prol TECHNOLOGIES ~ iv TO ERV i 1 i R403.32 MGT 5EALIN6: All duct Joints shall be MODEL 7705 tt N [M1505.41 i PROGRAMMABLEI I E ---�'�- I, mechanically fastened and sealed with duct mastic THERMOSTAT I 1 CONTINUOUS MINIMAL sealant. Apply mastic to duct seams. e EXPANDING FOAM AT WINDOW R403.3.3 DUCT TE5TIN6: A duct air-leakage test is not ell e --�- i + UNIT PERIMETER required under exceptions 1 and 2. (3)-1.�5 x 14 LVL FLUSH (3 T' LONG) R403.3.5 BUILDING CAVITIES: Framing cavitles shall not be NO WALL (2)-2x10 HDR INTERIOR GARAGE WALLS: 0 used as ducts or plenums. o R-15 BATT INSULATION R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate 4 POST Ys" 6YP5UM BOARD mechanical system piping carrying hot water to an p 36" GUARD [R312.1] tt r R-value of not less than R-3. -' - -- - -- -- - -- - -l--- -- - Q GARAGE GEILIN6: R4o35.1 HEATED SERVICE HOT WATER(5HW) CIRCULATION m 2!11 ° PDR 6'-8" 2' -� Ys" GYPSUM BOARD BEAD OF 5Y5TEM: Not in project. - 4x4 P05T I HEAT DETECTOR O [TABLE 8302.6] CONTINUOUS B R40310 MECHANICAL VENTILATION: ERV continuous N-> 4„ 36" RAILING 1z SEALANT ventilation system specified In the plans exceeds the m U 10 R m 1 4'-6" 4�n. 0 N minimum efficacy of 1.2 cfm/watt. 4x4 POST K I R403.1 HVAC EQUIPMENT: 51zed In accordance with ACGA SELF-CLOSING 20-min Manual J and Manual 5. 20 cfm DONT. TO ERV 2g7° F.R. DOOR[8302.5.1] 6YP5UM BOARD R403.8 MULTIPLE DWELLING 5Y5TEM5: Not applicable 1 36 GUARD [R312.1] I z [M1505.41 R403.q SNOW MELT: Not In project. _ 1 7-6 3'-2" -J iv G _ -_ -_ -- -- -- -- -- -- R403.10 - i0 (1-\-! I I R403.10 POOLS AN SPAS= Not in project. o 1 2�7Q m (3)-L-75 x 14 LVL DROP HDR N i - CONTINUOUS BEAD OF 8403.11 PORTABLE SPAS: Not In project.ect. IY I § 1 N ADHESIVE P j N No WALL m 2 0 2'-6 (ENGINEERED DE516N) R404 LIGHTING: Builder to Install high-efficiency lamps in at o least a0% of permanently installed fixtures. Q I - a m CONTINUOUS BEAD OF ° I 1 1JJJ - GARAGE SEALANT 840 used rto show compliance with the Energy LATED PERFORMANCE lCode. IREM/Rates method was u; (� 1u- DOUBLEL HDR ' 00 PITCHED TO DOOR o i software was used to model the buildingerformoce - see IJ SMOKE 4 G.O. 1z iD (� - - - 2020 IECG Energy Cost Compliance report provided with ~ I'� I� DETECTOR (Trp) = DINING ROOM J -a 2" CLOSED-CELL SPF �r LIVING ROOM I- ° - (Ii,- / Permit Application. RE5check was used to model the building O _ I x _ - ' , _______ ___________ ________Q _____ _ z _ performance based on national standards - see REGcheck cv ° It Int FOYER u) ~ i i i 7 -- compliance Certificate and Inspection Checklist provided with - >- - 1x x It I I v + Permit Application. N � HAZARD 61�kZING [8308.4] 14'-O' 4 i i i 1 U l- 1 l'I ' - ---- - - I -: =\ I I I N 1 V J-L-J 4' I N IN I I I 1 4" CONTINUOUS BEAD OF 1 -0 I� I� o I I 24'-0"1 I Z SEALANT = I I I - _ Z ' GYPSUM BOARD I - ' I dl Z W (� JlT JW R.A.G. (2)-2x12 HDR m I O I i 0 V r z - 3°7°/(2)-Ic' SL Q - I I I __ I __ __ __ L----- 2)_2x12 HDR -----J 'I t tl- I (2)-2x12 HDR I I � � � J-L-1 � Z �" W L � Z (2)-1.�5 x 14 LVL FL J (2)-i.?5 x 14 LVL FL-- -- -- -- -- -- -- uwOL n�n�� t I Fo 0 0� l� - to V < CONTINUOUS BEAD OF SEALANT (2)-3050 cv PORCH (2)-3°5° fl- 0 > Q I ± _ - 5/4x6 DECKING (�/ f 4 Q i� CONTINUOUS MINIMAL p E- l�- V I 0 J� a EXPANDING FOAM AT WINDOW O O EO O Z Q UNIT PERIMETER 2'-q" q'-2' 2 q' U 8-O" 2'-q q-2' 2-q 6-10 101-01, 7-6 1 WINDOW UNIT (OR TABLE R402.4.1.1 -2020 O N 4x4 P.T. P05T X WEATHER-PROOF DOOR) AIR BARRIER AND INSULATION (TMP-6) ^ Y� INSTALLATION -- COMPONENT u (3)-2x12 HDR -- -- - (ENGINEERED DESIGN) -- (3)_2x12 HDR ' COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION �--- - -®- - --®--- -�- - CRITERIA f A continuous air barrier shall be installed in the ' CONTINUOUS MINIMAL building envelope. �«•`*°'r s `°.:-, I I Air-permeable insulation shall not be used as WOOD STEPS EXPANDING FOAM AT WINDOW General requirements The exteriortherrnal envelope contains a •*•_•.. # 4 p a sealing material. = �� •" y y; UNIT PERIMETER continuous air barrier. ;' .•'.*:,�• C �.'• Breaks or joints in the air barrier shall be sealed. 15'-2" Y-O" 15'-2" 24'-4" i;," arm l�t j 1( 'J The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. The Insulation in any dropped telling/soffit Ceiling/attic!attic I� I g shall bealigned with the airbarrier. , � �;13;"'":�,� •Kf t'+ Access openings,dro down stairs orkneewall ' r•,« ' CONTINUOUS BEAD OFp �• . '�F 'a, ,**: SEALANT doors to unconditioned attics aces shall be sealed. (� Cavities within corners and headers of frame (((! walls shall be insulated b corn letei fillip j The junction of the foundation and sill plate shall be y p y g sealed. the cavity with a material having athermal A resistance of R-3 perinchminimum. I DIE• IVEREO OCT 2 6 2021 GYPSUM BOARD Walls The Junction of the top plate and the top at exterior FIRST FLOOR PLAN walls shall be sealed. Exterior therm al envelope insulation for A-6 CONTINUOUS BEAD OF framed walls shall be installed in substantial 50ALE: 1/4" = 1 ft ADHESIVE Knee walls shall be sealed. contact and continuous alignmentwith the air 1 barrier. CONTINUOUS BEAD OF The space between window/doorjambs and !„ SEALANT Windows,skylights and doors framin ,andskylights and framingshall be sealed. 1- Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. O O Floor framing cavity insulation shall be OO--- - - Installed to maintain permanent contact with r- /^ 2 CLOSED-CELL SPF the underside of subfloor decking. ND Alternatively,floor framing cavity insulation 0 IL Floors including cantilevered floors The air barriershall be installed at any exposed shall be in contact with the top side of 0 13 and floors above garages. edge of Insulation. sheathing or continuous Insulation installed Q Z on the underside of floor fram ing; and O 3 O extending from the bottom to the top of all perim eter floor framing m embers. 0 ~ m �1I.{ Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided GONTINUOU5 SILL SEALER - Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be O V yL r O /`, %.\, I FULL WIDTH OF SILL overlapping joints taped. permanentlyattached to the walls. r / Duct shafts,utility penetrations,and flue shafts O O � O Z �- i' Shafts,penetrations opening to exterior or unconditioned space shall be f % I FOUNDATION WALL sealed. (�/ O !7 Batts to be installed in narrow cavities shall 1L be cut to fit or narrow cavities shall be filled O Narrow cavities with Insulation that on Installation readily v ~ 0 conforms to the available cavi s ace. J W Z j { CONCRETE SLAB ed between t STRUCTURAL DESIGN NOTE W� W Garage separation Air sealing shall be provided he garage lu U QC d and conditioned spaces. Z Recessed light fixtures installed in the building Recessed light Installed In In accordance with the 2020 RGNYS structural Q< Q_ ` - r \ J J Recessed Ilghting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight a ' i surface. and IG rated. elements such as engineered wood, steel and _ < In exterior wails,batt insulation shall be cut steel/wood composite columns, beams, headers and neatly to fit around wiring and plumbing or ` '. , .. .. ,., .•. , . ,. ., girders that: � � (� / r Plumbing and wiring insulation that on installation,readily - N X, r i , i; _ j ; i ; r . ,o,�•,'f;��. / conforms to available space,shall extend behind piping and wiring. I) resist gravity loads, and v W The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs �U- Showerltub on exteriorwall showers and tubs shall separate the wall from the shall be insulated. 2) are not contained in the prescriptive design O W 0 shower or tub. The air barrier shall be installed behind electrical provisions of the 2020 RGNYS I NOTE: IT IS THE INTENT TO PROVIDE FOR A Electrical/phone box on exterior walls and communication boxes. Alternatively,air-sealed CONTINUOUS AIR BARRIER ALIGNED WITH THE boxes shall be installed. THERMAL ENVELOPE. THI5 DETAIL SHOWS HVAC supply and return register boots that were designed In accordance wlith � m TYPIGAL METH005 OF AIR-SEALING USING penetrate building thermal envelope shall be sealed VARIOUS BUII.DIN6 ELEMENTS, APPROVED HVAC register boots AN51/AWG NDS-2018 with 2018 supplement. O to the subfloor,wall covering or ceiling penetrated ADHESIVES AND SEALANTS. FRAMING by the boot. Structural elements such as walls and fenestration GONFIGURATION5 NOT 5HOWN,SUCH AS CANTILEVER°: AND 5TAIRWELL5,5HALL BE Where required to be sealed,concealed fire that: SEALED IN A SIMILAR MANNER TO PROVIDE FOR sprinklers shall only be sealed in a manner that is A CONTINUOUS AIR BARRIER ALIGNED WITH THE Concealed sprinklers recommended by the manufacturer. Caulking or DATE: FEBRUARY 2021 other adhesive sealants shall not be used to fill 1) resist wind loads, and THERMAL ENVELOPE IN ALL LOCATIONS. voids between fire sprinkiercover plates and walls orceilings. 2) are not contained In the prescriptive design FIRST FLOOR provisions of the 2020 RGNYS PLAN were designed in accordance with A5CS 'i-16 wind 50 I� �_ � 11�1G I7 T I�S AIR S rel._.11�1C OTS provisions and acceptable engineering practice. DRAWING NUMBER SCALE: :-,/4" = I ft where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A - 5 Z z O p A v N A-b --------------------i y Wa I �--------------------j O Ill v 1tL 'T-2" i 2'-b" 6-10" 4'-4" O IL HAZARD R30b.45]INC 111 lu 0 0 3020 B ° ZO l� 30' 3°5 (V AWNING PICTURE V 4" O 0 r 7 = 4 FREE-STANDING TU Q N LU 6 bole TRANSOM O BEDROOM 5 GL BEDROOM 4 M BATH — N - -- " G Ht 6'-0" G Ht 0 "S O C, Ht N O ' O I (V N O �— — —� o § 20 cfm CONT. 20 cfm CONT. TO ERV HVAC EQUIPMENT IN ATTIC I \x/ `fl WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] GA5 OR PROPANE FURNACE: LENNOX EL196UHO7OXE36B `� _�_ a MI ERV [MI505.4] ---- ------ -- LENNOX HEALTHY CLIMATE ERV5-I-75-TPD ENERGY RECOVERY VENTILATOR CLA55 IV DIRECT VENTED TO OUTSIDE; AHRI 201a49570 j Pro I TECHNOLOGIES = [MI505.4) 0 O -- ----_ _ 1�15TALL-E-R-UNI_T-IN-GONPI-T-IONED-ATTIC. HEATING GAP: 64,000 Btuh; AFUE = 96.111 MODEL T705 in -7 BATHCCDUCTS SHALL NOT BE CONNECTED TO THE HVAC SYSTEM. INDOOR COIL: LENNOX CH35-305+TDR ---- PROGRAMMABLE � OUTDOOR UNIT: LENNOX ML14XG1-036-2300;AHRI 203374690 THERMOSTAT GL cv • I : HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL ' r GOOLI NG GAP: 34,800 Btuh;SEER = 15.10 S 2e-;o 2e-7° S 2a-7o 3-O 51 -O INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. INSTALL IAN MANUFAGTURER'S SPECIFICATIONS STALE AIR TO OUTSIDE AND FRESH , IR FROM OUTSIDE: 6" dla. DUCTS 1'- Q CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL 95PO7 C� r, SMOKE S G.O. HALL ETEGTOR (TYP) O IA.G.RIrTURNI 20-70 FRESH AIR TO INSIDE DIFFUSER IN H4LLWAY: 6" dla. DUCT 10'-O" RAILING m L — 24-70STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. O (2)-2x10 HDR — LI HONER STALE AIR DUCT FROM KITCHEN HINdED EXHAUST GRILLE MODEL 16N46 Q (2)-1.75x9.25 LVL FLUSH _ _ _- -- ALL DUCTS INSULATED TO R-4.2 N 3050 (ENGINEERED DESIGN) 4 d BI-FOLD _ _ SYSTEM TO BE SET AND BALANCED to CONTINUOUSLY PROVIDE [MI505.4.4]: m H ND I 4x4 BEARIN LL ! ® POST m 2670 m MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM D -� Y RYER WASHER ,x AND MINIMUM 25 cfm EXHAUST FROM(KITCHEN. 36 HANDRAIL [ 31 . .6] I 3'-2" 4'-6" DRYER EXHAUST I 2¢7Q 4» q:: r [MI502] 12" x 12" AIR TRANSFER GRILL IN GEILING N CJ m O 3 N O I ® Q DOUBLE FRAME ,l< p OPENING I Q JNA I V — i af O N N 2`l° N 4" I V N BEDROOM 2 GL W.I.G. MA5 OM 10'-0" TRAY G Ht `fl O'-O" TRAY G Ht 4: p 4114'-O" 2'-2" 5'-6" 4" 14'-O" (n W m Z IV (2)-1.7_5x14 LVL_w/HT530_M_TL STRAP AT EACH END J (2)-1.7_5x14 LVL_w/HT530 MTL STRAP AT EACH EN Z Z Z Z (ENGINEERED DESIGN) (ENGINEERED DESIGN) m — — -I Oc)--1 W E 2xa GJ AT 16" o.c. _ . 2xa GJ AT 16" o.c. _ 0 �-- < i-Q Z (2)-2x10 HDR (2)-2x10 HDR `r -- -- -- to z o z i 3" CLOSED-DELL SPFty ---------- --- _ I BETWEEN RAFTERS I � � �� 0 p (2)-3°5° (2)-3050 J Q 9'-2.. Ci I I I I I I I I I I -------- - ---------------� I I L-----------------------J ep f ,! DELIVEREO OCT 2 6 2021 SECOND FLOOR FLAN o SCALE: 1/4" = 1 ft O f O 00 � N f 00 (� m °o.o O � IL SOLAR-READY I— O CERTIFICATEp ktL < o This home has STRUCTURAL DESIGN NOTE Ll Q Z Incorporated features at W � k I - Z the time of Initial In accordance with the 2020 RGNYS; structural << �— U <construction to enable the o elements such as engineered wood, steel and < _j installation of solar steel/wood composite columns, beams, headers and OL electric. girders that: (S) ry The solar-ready roof 1) resist gravity loads, and U-1 zone is shown on this 001tUIT aL IL G UIT construction plan excerpt GO UIT 2) are not contained In the prescriptive design p= O and is free of u provisions of the 2020 ROWS CI- obstructions that would LL O limit placement of solar were designed in accordance with O panels. ANSI/AWG ND5-2018 with 2015 supplement. 0 m Plastic conduit for futureo Stru dural elements such as walls and fenestration electric wtrtng has been L1 JJ= that: installed through walls at DATE: FEBRUARY 2021 50LAR-REAVY the locations shown to 1) resist wind loads, and ROOF ZONE facilitate the installation of wiring between the 2) are not contained in the prescriptive design 2nd FLOOR electric service panel and provisions of the 2020 RGNYS PLAN roof mounted solar 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 PANEL [TI03.10] annotated "ENGINEERED DESIGN." A == 4 ' O p BWL f3 BWL A N ROOF LINE lY p W TABLE R802.5.2 RAFTER/CEILING JOIST HEEL - I i 1L iI ! - -- I ------ ---_-- - - BWL I g I i` i say b��d�e�g O -- - -------- ------- -- ,- i m ------ ---- --- - ' 9 - - - GROUND SNOW LOAD (psi w lu fT I I g RAFTER 20 30 RAFTER SPACING Roof span(feet) li SLOPE O (V ( d ° � (inches) 12 120 128 136 112720 128 36 1 AGGE55 ROOF Required number of 16d common d I 1 ' nail per er heel joint splices', a,e p r+ 0 A GESS ROOF d p ry I ;I j'. 12 4 6 8 10 4 # 1L 6 8 11 �1 3:12 16 5 8 10 13 5 8 11 14 24 7 11 15 19 7 11 16 21 �# ,.,� 12 3 5 6 8 3 5 6 8 ' � V 3 ' , 4:12 16 4 6 8 10 4 6 8 11 24 5 8 12 1 15 5 9 1 12 1 16 _......__......_.. _ I � POST DOWN POST DOWN F'OST DOhfld 12 3 4 5 6 3 4 5 m m 1.75 x 16 LVL STRUCTURAL RIDGE , ,4GGE55 ROOF 5:12 16 3 5 6 8 3 5 7 9 3 , L..� 5 ib I x 4 7 9 12 4 7 10 13 - - - - ,.. a - I•� � 1.7 VL. RID . i N 24 12 3 4 4 5 3 3 4 5 I � 7 12 16 3 5 6 3 4 5 6 4 i i c t; . i! re�r t:'c 24 3 5 7 9 3 5 7 9 ROOF BELOW 12 3 3 4 4 3 3 3 4 � n..._.�� ._e.._ s 1 { 9:12 16 3 4 4 5 3 3 4 5 I- 2x10 RIDE 24 3 4 6 7 3 4 6 7 I - t i �" 12 3 3 3 3 3 3 3 3 12:12 16 3 3 4 4 3 3 3 4 # ry ATTIC PATHWAY FOR SOLAR ELEGTRIG [TI03.8] 24 3 4 1 4 1 5 3 3 4 6 INSTALL 2%P VERTICAL SCHEDULE &0 PVC i n CONDUIT THROUGH ALL WALLS TO ATTIC,WITH a / Q j O I i �' p - TEMPORARY PLU05 OR GAPS AT EACH TERMINUS For Sl: 1 inch=25.4 mm, 1 foot=304.8 mm, I pound per �k cv i j [E38,02.5.21. square foot=0.0479 kPa. BWL 2 ry �`� a. 40d box nails shall be permitted to be substituted for 16d � -�� I ,• �! x x o common nails. ZAGGE55 ROOF b. Nailing requirements shall be permitted to be reduced 25 1 percent if nails are clinched. IC. Heel joint connections are not required where the ridge is I i I supported by a load-bearing wall,header or ridge beam. -._....._i I........ _......_......._.._. _ _.,_.. ' , I N d. Where intermediate support of the rafter is provided by ' 2x10 RR AT 16" o.c. 2x10 RR AT 16" o.c. - - - ~ - w 2x10 RR AT 16" o.c. 2x10 RR AT 16" o.c. j E vertical struts or purlins to a load-bearing wall,the i tabulated heel joint connection requirements shall be , \ y ( ROOF LINE I , permitted to be reduced proportionally to the reduction in Z V - _..�. ._. -. _........._..., _.�. _..._.. -. WALL LINE p p Y .. p I I 1_lO span. e. Equivalent nailing patterns are required for ceiling joist m 11- v ROOF L1 _ I ^± :* - ' to ceiling joist lap splices. (n w to IV 1. l ; U v __......_.: ° ' f. Applies to roof live load of 20 sf or less. z Wz S�G0Nr7) STOR)" BNL FLAN SOLAR-READY ZONE [TI03.3] pp p Z Z <It � Z v PROVIDES 36" WIDE ACGE55 PATHWAYS g. Tabulated heel joint connection requirements assume _ _ -A U 0 _J LU 50ALE: 5116 = 1 ft d FROM EAVE TO RIDGE WHERE SHOWN that ceiling joists or rafter ties are located at the bottom QV d - 0 z [R324.6]. THE 50LAR-READY ZONE SHALL �-/ _ REMAIN CLEAR OF OBSTRUCTIONS SUCH AS of the attic space. Where ceiling joists or rafter ties are }- IU PORCH ROOF BELOW N VENTS, ETC. (TIO3.41 located higher in the attic,heel joint connection \Z LU Q z �r �p Z (TYPICAL-3) requirements shall be increased by the following factors: �` Q-3 ly Hc/HR Heel Joint Connection Adjustment Factor A' 0 V X 1/3 1.5 Z p p 1/4 1.33 < 1/5 1.25ROOF FLAN 1/10 or less 1.11 SCALE: I/4" = I ft j� where: BWL E BWL D BWL G He=Height of ceiling joists or rafter ties measured vertically *,,,�; °sir•. above the top of the rafter support walls. ,.r� 6'±' c r p II HR=Height of roof ridge measured vertically above the top of ';-i I3'-4 I/2° 5'-O 1/2" support the rafter walls. --- ----------------------- ---- - ;►� -�tr. - - - BRACED WALL PANEL CALCULATIONS Wind Adjustment Factors-Table R602.10.3(2) (p.187) Upper Story I �r DE{:IVERED OCT 2 E 2021 _ _ _ - ry �, 1 w _ - -I -I � I � Numbered Lettered Wall Lines Wall Lines Comment Exposure Category 1.00 1.00 Exposure B; 2-Sty Roof Eave-to-Ride Height 0.84 0.84 T-4" 1 Wall Height 0.90 0.90 l (-;----�-- - -- BWL 4 0 = 0 Number of Braced Wall Lines 1.00 1.00 2 0 j 'd Additional 800 Ib Hold Down 1.00 1.00 N/A O O Gypsum Board Fastening 1.00 1.00 N/A O Wind Factor-Total 0.756 0.756 p- r_ __. 0z m Braced Wall 140 mph Total Bracing dj °. ----------- Braced Wall Bracing Wind Factor to Line Spacing Required Required Length Status - i Line Method Total ` `9 (ft) Bracing (ft) Bracing Provided (ft) 1 CS-WSP 30.67 7.13 0.756 5.39 23.33 OK N _ 2 CS-WSP 30.67 7.13 0.756 5.39 19.00 OK O p Z A CS-WSP 37.00 8.40 0.756 6.35 31.00 OKU_ < _ B CS-WSP 37.00 8.40 0.756 6.35 23.00 OKutC1�k O �- IL 1 O CL N , ! I - v 0 Wind AdjustmentFactors-Table R602.10.3{2} (p.187) STRUCTURAL DESIGN NOTE v Z Lower Story In ac or LU Q O Z cv Dwelling Garage Comment he RGNY5; structures QIL< c dance with t 2020 I �- _� - l Exposure Category 1.00 1.00 Ex B; 2-St (Dwelling); 1-St (Gar) el mens such as engineered wood, steel and cv p g ry p y y steel/Hood comb osite columns beams headers and X i-- Roof- Eave-to-Ridge Height 0.93 0.76 T-8" (dwelling); 6'-0" (garage) p Q< girders Irdthat: I- i Wall Height 0.95 1,00 9'-0" (dwelling); 10'-0" (garage) 0 � (y O) I Number of Bra;ed Wall Lines 1.00 1.00 2(dwelling& garage separate calc) 0 -1 1 1) resist gravity loads and v w Additional 800 Ib Hold Down 1.00 1.00 N/A LE ' ..._.._ ...... + _ . , i OL Gypsum Board Fastening 1.00 1.00 NIA O I WL 2) are not contained in theg prescriptive design 0 B Wind Factor Total 0.884 0.760 provisions of the 2020 RGNY5 5J--7" 3'-6" N 0 were designed In accordance with 0 Braced Wall 140 mph Total Bracing tc) Braced Wall Bracing Wind Factor ANSI/AWG ND5-2018 with 201.5 supplement. O Line Spacing Required Required Length Status J Line Method Total (ft) Bracing (ft) Bracing Provided (ft) Structural elements such as walls and fenestration 3 CS-WSP 31.67 13.67 0.884 12.08 18.33 OK that: 4 CS-WSP 22.33 5.47 0.760 4.16 24.33 OK DATE: FEBRUARY 2021 i 5 CS-WSP 31.67 13.67 0.884 12.08 17.33 OK 1) resist wind loads, and _... .. .. . ..._.... _......" ...m. .__._._.__.. C CS-WSP 24.33 5.87 0.760 4.46 22.67 OK n desi D(gar) GB 24.33 11.73 0.760 8.91 9.00 OK 2) are not contained to the prescriptive g WALL BRACING � D(dwelling) GB 37.00 16.80 0.884 14.84 20.33 OK provisions of the 2020 RGNY5 ROOF PLAN E CS-WSP 37.00 15.80 0.884 13.96 32.00 OK G G were designed In accordance with ASCE 7-16 wind F I RST STOR"'r 5 `I,�I 4L FLAN, provisions and acceptable engineering practice. DRAWING NUMBER SCALE: 5116" = I ft where such elements occur In the plans, they are annotated "ENGINEERED DESIGN." A == 5 TYPICAL ROOF R-39 z Z 2x4 COLLAR TIE AT 48" O.G. ASPHALT ROOFING SHINGLES OVER 15# FELT OVER O Q 1.75 x 16 LVL STRUCTURAL RIDGE Ys" STRUCTURAL PANEL SHEATHING OVER F- (SEE ROOF PLAN FOR P05T LOCATIONS) 2x10 RAFTERS AT 16" O.G. R-3q 6" THICK GLOSED-CELL SPRAY POLYURETHANE FOAM (5PF) WITH Ys" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.47 ROO -------------- -------------------------------------------------------------- � 2' 50LI D OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316,61Z � WOOD BLOCKING Q W I V I I U-- - GABLE WALL INSULATION: 2x12 GRO55-RID6E 12 12 13 1 CONTINUOUS R-5 I-INCH RIGID FOAM XPS; --- __ Q - - - - - - - - - - - -[ _— - - - 1 -� FALSE GABLE s.25�— 5.25 GAVITY R-13 2 SPF I FULL-HEIGHT 0 w I SHEATHING O ) Q ___ L__ ____; BEHIND LEDGER SEALED ATTIC, (INDIRECTLY CONDITIONED) Z ---------------- -------------------------- — — GEILNG _ I 2x6 RAFTERS AT I6G.O. " O.G. 12 2x8 GJ AT 16" O.G. SMOKE 8 .O. 2" SOLID Q — MASTER BATH - LAUNDRY } I - - '- - - - - - - FAMILY BATH � 1x8 TRIM BOARD 8WOOD BLOGKING DETECTOR IN ATTIC -� (V } }� I } ' } I ( - I I } I SOFFIT VENT Lu WG I I I I I I I WG_ I j TYPICAL INTERIOR WALL 4° (2)-1.75x14 LVL FL HDR 1/2" GYPSUM # N LAV. I LAV. I ( I I WASHER I LAY. I 2x4 STUDS AT 16' O.G. NOTCH TOP 51DE UNDER ROOF BOARD FINISH - �y i I I I (2)-2x4 TOP PLATE;2x4 SOLE PLATE MAX. NOTCH DEPTH = 5-Y2" -t I-O I r� I TUB I I I I I TUB Yz" GYPSUM WALLBOARD ON BOTH SIDES NOTE: ALL DUCTS SHALL { (2)-2x10 HDR LOCATED IN THE ATTIC, INTERIOR TYPICAL EXTERIOR WALL R-20 p SECOND STORY WALL CAVITIES ^ SHOWER I 1 2x4 STUDS AT 16" O.G. z AND SECOND FLOOR PLATFORM. u ) �e I (2)-2x4 TOP PLATE;2x4 SOLE PLATE (Y MIN. R-4.2 DUCT INSULATION. 2nd FLOOR __--_ _____L--_- ____ ___i_______ _____I__ I__ ____ -------------------------------- (2)-2x8 HEADERS UNLE55 OTHERWISE NOTED ON PLAN Q Z I-I/2" W I-I!2" VJI 3" W 2" W 2" W I 2 y� I 77WO " I-I/2" W I R-15 UNPAGED FIBERGLASS BATT CAVITY INSULATIONBEDROOM 2 m HALL BEDROOM 32.. W I VINYL SIDING OVER HOU5EWRAP OVER R-5, I' XPS INSULATION 2" H2" �^� I 2" H " W G.O. I OVER 1/2"STRUCTURAL PANEL 5HEATHING G5-W5P WOOD FLOORING OVER G.O. I (2)-1.15 x 14 LVL FLUSH HDR i - 3 W 3/4 PLYWOOD 5UBFLOOR �� dJ -------------------------------- -----------------------------------I-- ------------------ - -----------------------------------------------------� --- - - CEILING - _ _ _ �- - - - - - - i R-13 2" OL05ED-CELL 5PF I II- - - --- 14 TJI-560 FJ AT I6 O.G. 11 14" TJI-560 FJ AT 16" O.G. (1 POWDER I KITCHEN AT RIM JOIST II " w V t 3 }I % I 3 } I (2)-1.-75 x 14 LVL FLUSH HDR Q;`; STAIRS 1.1 Q (3)-1.75 x 14 LVL O in u? I N u?I I I I 1 1/2" GYPSUM m _ � BOARD FIN15H LAV. WG I KIT SINK j II 11 DW I 1 1 I I �11 11� 1 ' 11 p I I I LIVING ROOM z z FAMILY ROOM Z,/ I 0X : <: 1st FLOOR PLATFORM lA 111 15t FLOORI WOOD FLOORING OVER -------------------------------- ----------- ---------- ----------I-- ------------------ ------ -------- ------- -------------------------------� 3/4" PLYWOOD 5UBFLOOR I-I/2 W 'I 3 W 2:: W 2 W 2xIO FLOOR J015T5 AT 16" O.G.j G.O. 2 W 3.: W I 3 W G.O. OR055 BR DOING AT MIDSPANI I ---------------------------------------------------------------------- -----------------------------------------------------------------------------1 a i - - R-13 2" GL05ED-GELL SPF 11 CEILING I AT RIM JOIST 1 - I- 4 —i — AF,A.I. STAIRS 1' (3)-1.75 x 11.875 LVL GDR N BASEMENT FINISHED GRAIDE (4)-3/8" LAG SCREWS FINISHED GRADE (INDIRECTLY GONDITIONED) SILL CON5TRUGTION: SLOPE 6" IN 10' MIN. AWAY FROM BUILDING 2x6 P.T. (UG3B) SILL ON TERMITE SHIELD G.O. q W j _ ON SILL SEAL WITH 1/2" ANCHOR BOLTS ` \• 10" POURED CONCRETE FOUNDATION STEM WALL C (SEE TYPICAL WALL DETAIL) z V I L VERTICAL REINFORCEMENT: NOT REQUIRED FOR — TO APPROVED SAND 4 GRAVEL SOILS (GW, GP, SW, SP) HOUSE TRAP SANITARY SYSTEM HORIZONTAL REINFORCEMENT: #4 REBAR AT N "" O I MID-HEIGHT OF WALL STORY u lu ~ v BASEMENT FLOOR __________________________________________________________J ONE TOP BAR WITHIN 12" OF TOP OF WALL 1/2" GYPSUM Q FULL HEIGHT R-11 BLANKET WALL INSULATION r V Z FLUME31 NO RISER D I AOfi�'AM UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING BOAR[R30231 Q ASTM E&4 MAX.FINISH AS .FFLAME SPREAD INDEX sD BY GERTAINTEED 0 P.25 }- z z 4 - _jT � zW MINIMUM 3'-0" BELOW GRADE `r MAX. SMOKE DEVELOPED INDEX 50 [il _ SCALE: NTS 4" P.G. FLOOR SLAB TOP OF BASEMENT SLAB Q � �" � F (3 z z �z � �w 1Q > ALJ ,�cj 00 30"x 30"x12" DEEP P. GONG. SPREAD FOOTING 11C _� m (Y < w/(3) #5 REBAR E.W. �- p `9< 7 i� is) z Q�Q R I DOE TENSION 57RAP: S GT I ON A I WRAP STRAP OVER RAFTER *—' f (5) 10-d COMMON NAILS AT EACH END OF STRAP SCALE: I/4" = I ft • p�•-- ��'� w•�•I' •ra.Ye s tt fzi� �� '.,A WRAP STRAP OVER RAFTER (4) 8-d COMMON NAILS AT EACH END OF STRAP ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED IAW MANUFACTURER'S SPECIFICATION DE IVERED QCT 2 G 2021 WHERE RAFTER ALIGNS WITH STUD Q 2x ROOF RAFTERS AT Ib" O.G. Q O O USE GALV. HURRICANE TIE BETWEEN Q EVERY RAFTER AND THE ROOF BEAM Q r 2x GEILING JOISTS AT 16" O.G. %z IL USE (3)-16d NAILS AT RAFTER O O TtV HEEL JOINT GONNEGTION z +'- ROOF BEAM (SEE PLAN FOR SIZE) UG3APRESERVATIVE TREATED 2x EXTERIOR WALL NALL STUD TO NALL STUD : ASSEMBLE � F- ASSEMBLE WITH 10-d NAILS Q f(1 12" O.G. STAGGERED ALONG LENGTH 0 v STRAP OVER OR UNDER SHEATHING (4) 8-d COMMON COMMON NAILS AT EACH END OF STRAP MT5506 STRAP-TIE SEE WIND COMPLIANCE PATHWAY1x8 TRIM BOARD NOTES ON SHEET '7 VENTED VINYL SOFFIT 9 EACH RAFTER O O � O p z UPLIFT CONNEOTION5: 0518 GALV. COIL STRAP �'Q LL USE (2) AT EACH P05T, TOP $ BOTTOM R-30 BATT INSULATION �� p � lQ1.� �- O 5/4"xb" DECKING (4)-IOd NAILS AT EACH END STUD TO FLOOR JOIST I-I/4 WIDE D STEEL S O < < Q PERPENDICULAR TO JOISTS SIMPSON COIL STRAP GALVANIZED Sl7EEL STRAP (2)-ed THREADED NAILS OR (4)-8d NAILS AT EACH END EAGH SIDE OF WINDOW AND W �_ DOOR OPENINGS. INSTALL v z (2)-NO. 8 WOOD SCREWS AT 4x4 WOOD COLUMN 2x SOLID BLOCK $ AIR-SEAL BETWEEN FJ STRAP FROM TOP OF TOP EACH 5UPPORTING MEMBER UG3B PRESERVATIVE TREATED 2x RIM BOARD PLATES TO JACK STUD. [R507.77 REST DIRECTLY ON FLOOR BEAM MINIMUM LENGTH BELOW a HEADER = LENGTH ABOVE !1- FLOOR BEAM (5EE PLAN FOR SIZE) GANTILEVERED FLOOR J015T BOTTOM OF HEADER (11 FLOOR JOISTS UG3B PRESERVATIVE TREATED STUD TO SILL 'LT (5EE PLAN FOR SIZE) ASSEMBLE WITH TWO ROWS OF IOd NAILS UG3B PRE SERVATIVE TREATED ib" O.G. ALONG EACH EDGE [R507.5] V W V I W WRAP STRAP UNDER SILL PLATE PER CODE GRADE 7/6" 056 VINYL SOFFIT J W 10- (6) 8—d O COMMON NAILS AT EACH END OF STRAP a = p[ SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 7 4x4 WOOD P05T FLOOR J015T TO WALL: ILL. p UG313 PRESERVATIVE TREATED 2x EXTERIOR WALL 51MP50N H2;(5)-Sd NAILS TO FJ d (5)-8d NAILS TO STUD • Q 41 " PB44 HOT-DIPPED GALV. ALTERNATE WHERE FJ/STUD MISALIC f() aa POST BASE ANCHOR FLOOR JOIST TO PLATES: J ° n SIMPSON H2.5;(5)-8d NAILS TO FJ, (5)-Sd NAILS TO PLATES a PLATES TO STUD: ° 12"(P x 6-0" HIGH P.G. COLUMN WITH (2)-#4 5IMP50N H2.5;(5)-8d TO PLATE5, (5)-8d TO STUD ° VERTICAL REBAR ON DATE: FEBRUARY 2021 24 x 24 x 12 DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE • BOTTOM SECTIONS $ DETAILS H I O H-N I ND UPLIFT 57RAPP I NO TYF I GAL FORC H DETAIL DETAIL AT FLOOR CANT 1 LEVER TENSION 57RAP I NO AT NALL OFEN I NO5 DRAWING NUMBER SCALE: NTS SCALE: NTS SCALE: NT5 SCALE: NTS NOTE: ALL METAL STRAPPING SHALL BE 1 1/4" x 20 SASE (SIMPSON 0520 COILED STRAP). A — & STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RESIDENTIAL CODE OF NEW YORK STATE RI01.1 UNIFORM GODE: All work shall conform to the New York State Uniform Fire Prevention and Building Code - 19 NY[RR TABLE 8301.2(1) WIND COMPLIANCE PATHWAY NOTES and publications Incorporated by reference therein. O O CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 81052 BUILDING PERMIT: A building permit shall be issued by the t= WIND ME51ON STANDARD: 2020 RGNYS Town prior to the start of work. A cop of the building permit 0 and approved construction documents shall be kept on-site WIND DESIGN SUBJECT TO DAMAGE FROM FLOOD ULTIMATE DESIGN WIND SPEED: OBTAINED FROM until project completion. � p GROUND SEISMIC WINTER ICE BARRIER AIR MEAN SNOW DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL htt s://hozords.otc.ounr-ll.or FOR THE PROJECT LOCATION.. Speed Topographic Special wind Windborne CATEGORY Weathering Termite TEMP REQUIRED HAZARDS INDEX TEMP https://hozords.otc.ounr-ll.org 9 Z p 8106.3 DE516N PROFESSIONAL: A Certificate of Authorization Is LOAD (mph) effects region debris zone depth WIND DE51ON I0 N IS NOT2REGUIRED IN ACCORDANCE WITH FIGURE TH15 NEW RESIDENTIAL 5TRUGTURE UTILIZES filed with The State Education Department entitling D'Amoro 20 psf 127 None No No B Severe 36W PRE-ENGINEERED WOOD CONSTRUCTION ineering and Surveying, P.G. ("Designer") to provide LU M to H 15 F Yes None 599'F-DAYS 51.0 F 8301.2(5)8 EngFOR FLOOR FRAMING AND ROOF FRAMING. professional engineering services. However,the Designer has MANUAL J DESIGN CRITERIA- Central Islip MEAN ROOF HEIGHT 15 NOT GREATER THAN 30 FEET [TABLE not been retained to provide construction engineering, O 8301.2(3)] N THE OWNER SHALL NOTIFY THE TOWN AND supervision nor Inspection,and therefore Is not responsible Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXPOSURE CATEGORY: EXPOSURE B AFFIX THE ABOVE 51 ON IN ACGORDANGE for work performance of the builder. The builder shall 0 1wu Elevation Latitude heatingcooling factor temperature cooling difference ... . WITH TITLE Iq NYGRR PART 1265 Immediately notify Designer, in writing, If there is any W Z COMPONENT AND CLADDING LOADS [TABLE 8301.2(2)] DO NOT a W discrepancy found between field conditions and plan 80 ft 41' North 150 99% outdoor DB 85° 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, Z N O Coolingtemperature Wind velocity Wind velocity Coincident Winter Summer MAIN ROOF UPLIFT CONNECTION FORGE = 228 pIf (30'-O" roof 83012.1 WIND DESIGN: In accordance with Figure 83012(5)8, wind N N P Daily range - span, 140 mph, pitch less than 5:12) [TABLE 8802,111 design is not required. This building is designed In W O O difference heating cooling wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 168 pIf accordance with the wind provisions of the 2020 RGNYS. 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 = 108 plf 1- 8301.2.1.2 PROTECTION OF OPENINGS+ This building Is not located La cy UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP In a Windborne Debris Region. N O AND BOTTOM OF ALL BRACED WALL PANELS [1602.3.5]. - R3012.4 FLOODPLAIN: This building is not located In a flood hazard area. R301.5 LIVE LOADS: Minimum uniformly distributed live loads: IWY JaL-1 Attics without storage 10 psf,Attics with storage 20 psf, O Balconies 4 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 R301b ROOF LOAD: Roof Design Load is based on the greater zl 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,c SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS a b,c SPACING AND LOCATION NOMINAL MATERIAL a b design Corresponds to the 30 psf round snow load column to OF FASTENER OF FASTENER THICKNESS DESCRIPTION ° OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load cnditions. Roof Floor inches (inches) support (inches) (inches) 8301.8 NOMINAL SIZES: Dressed lumber dimensions specified on �� 1 „ „ (inches) these P Ions are nominal sizes. Engineered wood dimensions 4-8d box(21/2 x 0.113 ),or 4-8d box(2 x 0.113 ),or g Wood structural panels,subfloor,roof 9 and wall sheathing to framing and particleboard wall sheathing to framing (LVL,P5L, I foists,glu-lams,etc) are actual dimension. 3-8d common(2%" x 0.131"); or 3-8d common(2%"x 0.131"); or P g g P g g 1 Blocking between ceiling joists or rafters to top plate 3-10d box(3"x 0.128");or Toe nail 21 Joist to sill,top plate or girder 3-1 Od box(3"x 0.128");or Toe nail Staple 15 ga. 1 Y4 4 g 8302.1 FIRE-RESISTANT EXTERIOR WALLS: All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131"nails i 1 projections shall be located at least 5 feet from lot Imes and Up to 0.097-0.099 Nail 2 3 6 are not fire-resistance rated. 4-8d box(21/2"x 0.113"); or 8d box(2%"x 0.113") 4"o.c. toe nail Staple 16 ga. 1 / 3 6 R302.Q FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common 2%"x 0.131" • or Rim joist,band joist or blocking to sill or top plate 8d common(2 2"x 0.131")• or 0.113 Nail 2 3 6 WALLS 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 having a F51 = 15 (req'd max. 200) and a SDI = O (req'd max. 3-10d box(3" x 0.128");or ( pp ) 10d box(3 x 0.128 ), or 6 o.c.toe nail /2 and/ Staple 15 and 16 ga. 2 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 1 8302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter, laps over 4-1 Od box(3 x 0.128 ),or 3-8d box(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 23 1" 2-8d common(2%"x 0.131");or 2s s Staple 15 ga. 1 4 3 6 concealed spaces having substantial contact with cavity 8802.5.1 9 4-3"x 0.131" x 6 subfloor or less to each joist 3-1 Od box(3"x 0.128"); or Face nail /2 and/ 1 surfaces shall have a F51 s 25 and a 5DI s 450. See plans ( )] ) 0.097-0.099 Nail 2/ 4 8 for exposed Insulation values. • 2 staples, 1"crown, 16 ga., 13/4"long Staple 16 a 2 Ceiling joist attached to parallel rafter(heel joint) p g 4 8 8302.11 FIRE BLOCKING: Use approved material to flreblock 4 [see Sections R802.3.1 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%4 4 8 around all penetrotlons of the floor and ceiling planes,and R802.5.1(9)] 24 2 subfloor to joist or girder 2-16d common(3 /2 i „x 0.162) Blind and face nail 0.113 Nail% 3 6 where otherwise specified by the 2020 RGNYS. 3-16d box 3 1/2"x 0.135" . or 1 Staple 15 a. 2 X 4 8 8302.12 DRAFT5TOPPIN6: Not needed for this project. • 4-lOd box(3"x 0.128");or 25 2"planks(plank&beam-floor&roof) ( 1 „ )' At each bearing, face nail p g 5 Collar tie to rafter,Lace nail or 1 ,/" x 20 ga. ridge strap 3-1 Od common(3"x 0.148");or Face nail each rafter 2-16d common (3/ x 0.162) 0.097-0.099 Nail% 4 g 8302.13 FIRE PROTECTION OF FLOORS: Not needed for this to rafter 4-3"x 0.131") i „ „ , project under Exception 4. 3-16d common(3 x 0.162 ),or SPACING O FASTENERS 4-1 Od box(3"x 0.128");or DESCRIPTION a,b OF FASTENER AND LENGTH" NOMINAL MATERIAL 8302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed 3-16d box(3%"x 0.135");or 2 toe nails on one side and 1 toe 26 Band or rim joist to joist +, ++ End nail THICKNESS Edges Body of aneld luminaires shall be IG-rated I/A/W N1102.4.5 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 ( )' ++ 3/16" ( ) inches (inches) nail on opposite side of each rafter 4-3 x 14 ga. staples, crown (inches) ( ) 4-1 Od box 3 x 0.128 ,or or truss' Y underlayment; p Y p + p glass or / OL ( �� '�)• 8308.4 HAZARDOUS GLAZING LOCATIONS Tempered 4-3"x 0.131"nails Nail each layer follows: 32" o.c. Floor underla inept• lwood-hardboard- articleboard f-fiber-cementh other approved safety glazing material shall be Installed in O 20d common (4 x 0.192 ) or and adjacent to door panels;within 60 Inches of wet surfaces; � m W ' at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. W 4-16d box(3%2" x 0.135");or Z 3-IOd common (3" x 0.148");or Toe nail l Od box(3"x 0.128");or 24"o.c. face nail at top and bottom 3d,corrosion-resistant,ring shank nails 3 6 R3oa.1 GARAGE FLOOR SURFACE: Garage floor shall be 5-Inch } Z Z Q dJ. or 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 pa - - --I V 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 - Z W 7 11 1 ' 3 6 R310e EEMERGENGY ESCAPE AND RESCUE OPENINGS: It Is the Z O z dl O And: Staple 18 ga., 8 long,%4 crown N ii O Z to minimum 2 ridge beam1 „ „ , 2-20d common 4 x 0.192 , or (finished flooring other than tile) 3-16d box(3/2 x 0.135");or ( ) Face nail at ends and at each splice X builders responsibility to verify that window units supplied by d A- O w 2-16d common(3%2"x 0.162")• or 3-10d box(3 x 0.128");or 1 X long x .121 shank x .375 bead diameter corrosion-resistant the manufacturer comply with the dimensional requirements for 11 > iC ,� 00 End nail 3-3"x 0.131"nails 8 8 emergency escape and rescue openings where required. Q J m 0 V 3-IOd box(3"x 0.128");or (galvanized or stainless steel)roofing nails(for tile finish) p� 0 V y- < 3-3"x 0.131" nails R311.'1 5TAIRWAY5: Interior stairways shall be re-assembled a- } 'd 4-16d box(3�"x 0.135");or 1 long,No. 8 x .375 head diameter,ribbed wafer-head screws O V Wall for the finish 8 8 wood units. The maximum riser height shall 8-1/4 inches and N O Q 3-16d common 3 X"x 0.162" ; or ( ) the minimum tread depth shall be 9 Inches,plus nosing where Z Ll 28 Ledger strip supporting joists or rafters ( ) At each joist or rafter, face nail 16d common(3 Y2"x 0.162") 24"o.c. face nail 4-10d box (3"x 0.128");or Plywood required. Provide handrails per Code. < 8 Stud to stud(not at braced wall panels) l Od box(3"x 0.128"); or „ 4-3"x 0.131"nails 1%ring or screw shank nail-minimum R312.1 GUARD5. Walking surfaces more than 30 Inches above 16 o.c. face nail 3 6 grade, and steps leading thereto, shall have guards that x Z 3"x 0.131"nails 2-10d box(3"x 0.128"); or 2-8d common X and%6 12%ga. (0.099")shank diameter conform to Code. "yam 29 Bridging or blocking to joist 1 „ „ • Each end, toe nail 16d box(3%2" x 0.135");or (2/ x 0.131 ),or 2-3 x 0.131 nails Staple 18 a., s Stud to stud and abutting studs at intersecting wall 12 o.c. face nail p g /,/6 crown width 2 5 R3I2.2 WINDOW FALL PROTECTION: Windows with sills less than 9 corners(at braced wall panels) 3"x 0.131" nails SPACING OF FASTENERS i l 3 is i 1 X 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�" x 0.162") 16"o.c. face nail DESCRIPTION NUMBER AND Intermediate 12%ga. (0.099")shank diameter 16d common(3%" x 0.162") 16"o.c.each edge face nail TEM OF BUILDING ELEMENTS TYPE OF FASTENERa°h'` Edges h supports`,' 1%ring or screw shank nail-minimum R314 SMOKE ALARMS AND HEAT DETECTION: Interconnected y,..••,••ar..e / /2 and/4 ) 10 Built-up header(2"to 2"header with y" spacer) 16d box(3 1/2"x 0.135 ) 12" o.c. each edge face nail ( (inches) 19 2,ss�23 3 12%ga. (0.099" shank diameter 3 6 smoke moans shall ss, installed monoxide ill alarms, shown ophdetection tans. .��5 �1 .�;,�=� ' °• me es and heat Wood structural panels,subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 a 1 1 p 5-8d box(2/ x 0.113 ), or P g 8315 CARBON MONOXIDE ALARMS: Install at all locations = l; ?c., e�.,.! t• '� 11 Continuous header to stud 4-8d common(2%" x 0.131");or Toe nail [see Table 8602.3(3)for wood structural panel exterior wall sheathing to wall framing] Hardboardf specified on the plans. t�;,rtl; / ' 4-10d box(3"x 0.128") 6d common 2"x 0.113 nail 1 %loo ring-grooved underla underlayment nail 6 6 R317 WOOD DECAY PROTECTION. Lumbers specified In the plans 1 � ''' _ :._ ( ) 6 12f gY p p ,. .� �I, ..� � �; �[. 16d common 3 /2'x 0.162" 16"o.c. face nail 30 / -/ (subfloor,wall)' 0.200 4d cement-coated sinker nail 6 6 as pressure preservative- treated (P.TJ shall be in accordance with AWPA UI for the Intended use and location. a 12 Top plate to top plate lOd box(3"x 0.128");or 31 1%2" - 1" 8d common nail(2%"x 0.131 ) 6 12f Staple 18 ga., %long(plastic coated) 3 6 Fasteners shall be hot-dipped galvanized steel,stainless ,. ,< .. .. 12 o.c. face nail °••°` '' 3"x 0.131 nails l Od common 3"x 0.148" nail; or steel,silicon bronze, copper or I/2" diameter or greater ( ) + Particleboard 32 1%" - 1 X" 6 12 steel bolts. ,•.:+,,, y�,�,.",,. 8d(2 X x 0.131 )deformed nail 4d ring-grooved underlayment nail 3 6 h R401.4.1 GEOTECHNICAL: Footings and foundations shall rest on UEL VLRL[] OCT 2 6 2021 Other wall sheathings / Staple 18 ga., 8 long,%6 crown 3 6 undisturbed soil with a minimum load-bearing value of 2000 8-16d common(3%"x 0.162"); or 9 Face nail on each side of end joint 1 „ � psf. Visually graded soils that have this load-bearing value 12-16d box(3 1/2"x 0.135");or +: 1 „ 1/2 galvanized roofing nail, /6 head 3 6 s 6d ring-grooved underlayment nail 6 10 Include 6W 4 GP-gravel and sandy gravel;6M 4 GG-911ty and 13 Double top plate splice 12-1Od box 3"x 0.128" • or (minimum 24 lap splice length 33 / structural cellulosic fiberboard sheathing ,or V crown staple 16 ga., 1 X" long / Staple 16 a 1 y long,3 diameter, g /crown 3 6 Clary grovel;SW 4 SP-sand and gravely sand;SM 4 SG-silty ( )° each side of end joint) p g '' 12-3" x 0.131"nails 3 ++ ++ anlayey sand. Unsuitable subsoilmaterial encountered g 1 / galvanized roofing nail, /6 head 1 6d ring-grooved underlayment nail 6 10 during 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 1/"long 3 6 /' s s s with /4" crushed stone to a minimum depth of 8 Inches or AOBE. z P g + g Staple 16 ga., 1 /long, /crown 3 6 P 16d common(3 i/2" x 0.162") 16"o.c. face nail 1 d 1%2"galvanized roofing nail; staple galvanized, R4022 CONCRETE: Basement walls,foundation walls,exterior O V Bottom plate to joist,rim joist,band joist or 35 / gypsum sheathing 1 „ 1 „ 7 7 walls and other vertical concrete work exposed to the O t- 14 1 " 1/2 long; 1 /4 screws,Type W or S For SI: 1 inch=25.4 mm. p O blockingnot at braked wall panels) 16d box(3/2 x 0.135 ),or weather shall be air entrained stone concrete with .a minimum ( p ) „ „ 12 o.c. face nail 3 „ Compressive strength of f'c,=3,000 sl at 28 days. Porches, lL i- 3 x 0.131 nails s �� d 1 / galvanized roofing nail; staple galvanized, p g p y ' O O 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 3-16d box 3 X"x 0.135" • or 3 each 16"o.c. face nail 1 / long; 1 / screws,Type W or S gp floor slabs shall be air entrained stone concrete with a O Z Bottom plate to joint,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 fc=3,500 sl at 28 da O X 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 g p clays. O blocking(at braced wall panel) ( ) 6 12 c. Nails or staples shall be spaced at not more than Nails or staples shall be spaced at not more than 12nncheches s on centen center r at intermediate supports for floorst all supports where spans are 48 nches or greater. systems shall extend below the frost hoot ne.,to a 0 ~ v m 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 FROST PROTECTION Exterior footings and foundations O n n „ 37 /4 and less 1+n "n minimum 8d common(2/ x 0.131 )nail < O r 4-8d box(2 X x 0.113 ); or d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 3'-0" below finished grade. � 3-16d box 3%"x 0.135" or „ - 8d common(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. ( )� 38 / 1 6 12 R404.1.7 BACKFILL: Backfill shall not be placed against 4-8d common(2%"x 0.131");or 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 7 days. Brace top Q 0 - 4-10d box(3"x 0.128")• or IOd 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. O< Q _ 4-3"x 0.131"nails 39 1%" - 1%4" 1 „ 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using O v w 11- Top On 16 or bottom plate;to stud 8d deformed(2/ x 0.120 )nail 8502.1 WOOD FLOOR FRAMING: Load bearing dimension lumber O Y (K W O the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer 3-16d box(3 X" 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 imodulus W (L Z 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=2.0 x l0 6. LU w Z I� 3-1Od box(3"x 0.128 End nail");or R602 WOOD WALL FRAMING: Load bearing dimension lumber shall Q IL W 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 TABLE R60233REQUIREMENTS Q F- sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of R602.3(3) RE UIREMENTS FOR WOOD STRUCTURAL PANEL No. 3 Q �"standard or stud grade lumber. < X � 3-1Od 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,c 8702.3 6YP5UM BOARD: All Interior walls to be covered with)2" 17 To later laps at corners and intersectionsOL 1 " WALL SHEATHING USED TO RESIST WIND PRESSURES - N P p p 2-16d common(3 / x 0.162 ), or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped,sparkled and painted;unless otherwise _ 3-3"x 0.131"nails � noted on plans. 0 � b. Staples are 16 gage wire and have a minimum 16-inch on diameter crown width. MINIMUM ULTIMATE DESIGN V W MINIMUM WOOD MAXIMUM PANEL NAIL WIND SPEED V 8703.3 SIDING: Exterior wall covering shall be vinyl siding tested 3-8d box(2%"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 uir 9 y 9 Y 1L O d. Four-foot b 8-foot or 4-foot b 9-foot panels shall bea lied vertically. STRUCTURAL WALL STUD SPACING by the manufacturer for use In high-wind regions and installed 2-8d common(2 X"x 0.131");or Y Y p pP Y PANEL (Mph) with fasteners In strict accordance with the manufacturer's O W D( 18 1"brace to each stud and late 2-10d box 3"x 0.128" • or Face nail p g ( ) PANEL SPAN SPACING L P ( ) e. S acin of fasteners not included in this table shall be based on Table 8602.3 2 . Penetration THICKNESS Ed es Field Wind ex osure Cate or � instructions for high-wind regions. Use stainless steel nails for � 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 category fastening vinyl siding on buildings located within 3,000 feet of 2 staples 1 %4" p g g g pp (inches) a y 9 g p (inches) ) (inches o.c.) (inches o.c.) B C D the ocean line. 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%"x 0.113" 6d Common O ( );or than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but 1.5 2410 � 16 6 12 140 115 110 R8o2.1 WOOD ROOF FRAMING: Load bearing dimension lumber � 2-8d common(2 y2"x 0.131");or less than 140 mph. (2.0 x 0.113 ) for rafters,trusses,roof beams and telling joists shall be 3"x 0.128" conform.V x 6" sheathing to each bearing 2-1Od box ; Face nail Douglas fir-larch No. 2 or better. ( ) g. Gypsusheathing shall confoto ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Common 16 24 6 12 140 115 110 16 6 12 170 140 135 2 staples, V crown, 16 ga., 1 4 2.5 x 0.131 " long sheathing shall conform to ASTM C 208. " " 1.75 24/16 16 8806 ROOF VENTILATION: Soffit vents shall be provided with a ( ) minimum net free ventilating area of Xso of the area of the DATE: FEBRUARY 2021 h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required vented space within the soffit. Attic Is unvented. 3-8d box(2 y x 0.113 ), or blockingand at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges p p Y p g gp g pp p g 3-8d common(2%" 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 min, 1 mile per hour=0.447 m/s. Rg052 ASPHALT SHINGLES: Asphalt strip shingle- wrappers shall Pp Y g q g g g p g P 1P P � 9 pp 3-10d box(3"x 0.128"); or be labeled to Indicate compliance with A5TM D-7158 Glass 6 the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be NOTES 3 staples, V 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 A5TM D-3161 Glass F,and shall be fastened in pp y g g accordance with the manufacturers instructions to achieve 20 1"x 8" and wider sheathingto 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 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 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%"x 0.113" ;or one side of the rafter and toenails 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(2%"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 RI006.2 AIR SUPPLY: All combustion air for factory-built 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, V 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. A -7 THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING QQF 1 Load bearing or braced/shear wall '7 ' JOIST DETAILS Plate nail-16d(0.135"x 3/z")at above(must stack over wall below) Plate nail,16d(0.135 x 3 Y2") 12"on-center Load bearing or braced/shear wall above Plate nail, 16dent(0.135"x 3Yz") When sheathing thickness exceeds%", 2x stud wall at Floor panel nail- /Blocking panel: 14"TJO Rim Board, 1 (must stack over wall below when present) R ALLOWABLE HOLES - TJ 1® J O fists t!1 at 16"on-center at 16"on-center - ® S j No load bearing z - trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2Yz")at 6' on-center Ya' TimberStrand LSL or TJ► joist. AZ7 Z Blocking panel: Web stiffener 1 wall above Min,distance from Table A Min.distance from Table B %"hole may be cut Q 1Ys"TJ®Rini Board,1Ya" required on both Plate nail-16d(0.135"x 3/2") Web stiffeners required on 2x4 minimum Web stiffeners Blocking panel: DO NOT anywhere in web out- P TimberStrand® LSL or at 16"on-center* ® side of hatched zone sides at A2W ONLY 1Y"TJ Rim Board, Sheathing both sides at A3.4W ONLY squash blocks required each side 1 cur or notch flange. TJ ID Floor panel nail- g 1 . boundary nails, at B3W ONLY 1/a"TimberStrand® LSL 8d(0.131"x 2/z')at 6"on-center ® or TJI®joist 8d(0.131"x A")e 1Ya"TimberStrand Web Stiffeners required 4"on-center LSL rim board. %s Web stiffeners 6" O •` 0 O 6' O Q Rim-to-joist required on both nail each side at A3._W ( 61 B1 W V � Toe nail-10d 0.131 sides of both joist g" L+ 2 x D, D, Closely grouped round L2 2 x L2 2 6" 6' Toe nail, Toe nail, 14"TJ®Rim Board A3/A3W When sheathing ends at 64W ONLY No field cut minimum holes are permitted if minimum No field cut Do nor cur O , ( x 3")at 6"on-center 10d 0.131"x T 10d 0.131 x 3" TJI®rim joist thickness exceeds a 12„ Web stiffeners required DO Nor holes in (applies to all holes the group perimeter ( ) ( ) 1 only)or q holes/n holes larger at 6"on center at 6"on-center ® trim sheathing tongue min• End of joists at Hatched meets requirements for hatched 1 !L ' 1Ya"TimberStrand LSL. 9 9 3 •� on both sides at B1 W cut holes In cantilever except knockouts) q than 1/z"1n For rim board thicker than 1/a centerline round orsquare holes. zones cantilever TJI®rim joist at rim board and B2W ONLY reinforcement. zones Q Web stiffener -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support W Toe nail-10d(0.131"X 3°) Table A - End Support required on both Must have 1314"minimum at 6"on-center* Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels may be required pp aj 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 Al Al W A2 A2W 8(9(919 nail from side of arallel closure into rim board. walls above or below-see detail B1 - rim joist per A3 detail. P below-see detail 81 B4 B4W JOIST Tile ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE z *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 A3.4 t * DEPTH2'• 3" 4" 5" 6Y" 7" 87/." 1t" 13" 2'• 3" 4" 5" 6Y,- 7" 8%" 11" 13"O O O O y Nail through 2x_cantilever,wood backer and O Details and Installation in Weyerhaeuser Guide + + 110 r-o" r-s~ z'-o^ 3•-0^ 5'-0^ r-o" r-s" 2'-6^ 3•-s^ a'-s^ N N Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. 1/s"TJ Rim Board or 1/a"TimberStrand® LSL. Blockin TJM joist web with 2 rows 10d(0.148"x 3") r 1 g for Floor and Roof Framin ,TJ-9001. 9 9/„ 2+0 r-0" r-s" z'-6" T-0" 5'-s" t'-0" r-o" 2'-6" 4'-0" 5'-0' < �p g Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 230 V-6" 2'•0" 2'-6" 3'-6" F-6" 1'-0" 2'-0^ T-0" 4'-6" F-0" (V top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3%")nails with 3%"TJI® 360 V-6" 2'-0" T-0" 4'-0" 6'-0" V-6" 2'•6" T-6" 5'-0" 5•-6" N tj with connections equivalent to floor panel joist flange widths. 560 V-6" 2'-6•' T-6" 5'-0" 7'•0" 2'-0" 3'•0" 4'-0" 5'-6" 6'-0^ 6'-0"length of TJIO joist 8"diameter maximum hole for 117/"- 1 1 schedule. 110 r-0" r-0" r-6" 2'-0" 2'-6" '-o" s'-6" r-0" r-6" 2'-0~ 2'-6" 4'-6^ F-O" s'-o• # I- 1/a"TJ®Rim Board 14°TimberStrand® 210 1'-0" 1'-6" 2'-0" 2'-0" T-0" T-6" 6'-0" 1'-0" 1'-6" T-s" T-0~ 5'-0" 5'-6" 6'-6" _ reinforcement and filler 16"deep blocking panels;6"diameter 'I ' 4'-0"length of 8"diameter maximum hole for 117/8"- block.Use 4'-0"length maximum for blocking panels 9Y2"deep LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist +17/" 230 t'-o" V-6" 2'-0" z'-6" T-0" T'6" 1'-6" V-0" 2'-0" 2'-6" T-6" F-6" F-6" T-0" with one 8d(0.131 x 2Y) 360 1'-6" 2'-0" T-0" T-6" 4'-6" 5'-0" T-0" V-6" 2'-6" T-6" 4'-6" 6'-6" 6'-6" T-6" 3 „ 1 „ 7 „ ® one each at top and bottom flange. " 1 sso r-s° r-s" 3'-0° a'-o" s-s° s'-o° a'-o" r-s~ 3'-s" a'-s" 5'-s" T-o" 7- s'-o" /a reinforcement on 16"deep blocking panels;6"diameter with 9/z and 11/ TJI or shorter than 12"long. Attach reinforcement to joist nail at each corner F1 applies to 110 1'-0" t'•o" T-0" 1'-0" 1'-6" z'-o" 3'-0" 5'-s^ t'-o" T-0" t'-6" 2'-0" 3'-s" T-o" s'-0" e'-o" 8°diameter maximum hole for 11 one side at E2,both maximum for blocking panels 9Y2" joists. Do not cut flanges. 1 Web stiffeners /8 16"dee blocking panels;6" deep or shorter than 12"long. with one 8d comer x 2y') Horizontal blocking uniformly 210 V-0" 1'-0" V-0^ V-s~ 2'-0" 2'-6" T-6" 6'-0" 1'•0" V-0" 2'-0" 2'-1" a'-o" 4'-6" 6'-6" 8'-6" p 9 P sides at E3 ( Load from above required on both diameter maximum for blocking Do not cut flanges. 1Y8"TJ®Rim Board 1%" nail at each corner panels between each loaded joists 14•' 230 1'-0" 1'-0" V-0" V-6" 2'-6" 2'-6~ 4'-0" T-0" V-0" V-0" 2'-0" T-0" 4'-0" F-0" 7'-0" 9'-0" sides at E1 W ONLY panels 9/2'deep or shorter than TimberStrand®LSL. Nail with joist.Nail to top plate with only. 360 V-0" 1'-0" 1'-6" 2'-6" 3'-6" 4'-0" 5'-6" V-0" V-0" V-6" 2'-6" 4'-0" s'-0" 6'-6" F-O" 9'-6" 12"long. 10d(0.131"x 3")nails,one 12"length of 3/4" connections equivalent to Wood A a� 560 r-0" r-o" 2•-0" T-0" 4'-6" s-o" 6'•6" F-0" r-6" 3'-0" 4'-0" F-0" T-o" T-6" 9-0" 10'-0" 4s"-, ODo not cut flanges. 1Y8"TJ®Rim Board or 11/4" each at top and bottom flange. reinforcement on floor panel schedule. backer �a��6 CM) 210 1'-0" V-0" 1'-0" 1'-0" r-o" V-6° -0" 3'-s" s'-s° e'-o" 11'.0- 300 1'-0" O m TimberStrand® LSL.Nail with one side at E5, 12"length of 34° u��ec ca�`��oad5 1s" 36o r-o° r-o" r-o° r-o° z=s° z=6" a'-s" s'-s" s=o~ r-o° III 10d(0.131"x 3")nails,one Attach reinforcement to both sides at E6 reinforcement on ones e 1Iti e� t�` 11_ each at top and bottom flange. joist web with 3 rows Full depth verticalid a�� r ��0 560 1'-0° 1'-0" r-o° 1'-0° 2'-s° 3-0" 5'-0" r-s" to'-o^ 1'-0° z'-o" 3'-0° 4'-6° s'-s" T-o° 10'-0" 11'-0° 1z'-o° blocking between at E7,both sides at E8 F1 ° �e�° �J 10d(0.148"x 3")nails at 6" 9 a 5" 6' T e" 10' +z' 1s' +7" a' S s' 7" s" to" +z' 15' 1T Attach reinforcement On-center,clinched.Use 2 each joist iso 1'-0" 1'-0" 1'-(" 1'-0" 2'-0' 4'-0" 5'-6" 10'-0" 1'•0" 1'-6" 3'-0" 4'-6" 6' 11'-0" 13'-6" 2x4 minimum 0 , „ 7 „ E7 E8 Less than 5" 1e" to joist flange with 2' 0 rows with 9/z and 11/a Less than 5" sso r-o^ r-o^ r-0" r-0" 2'-0" 4'-s~ 7'-0" 11'-0" z'-o" 3'-s" s-o" s'-s° a'-o^ 1r-o" t2'-o^ 1a'-s" squash blocks �° 8d(0.131"x 2Y2")nails at 6" a� TJI®joists. * 20" 360 1'-0" 1'-0" 1'-0" V-0" 1'-0" 2'-0" 4'-0" 7'-0" 10'-6" 1'-0" 1'-0" 1'-6" 3'-0" 4'-6" 8'-0" 11'-6" 14'-0" 15'-6" 14"TJ®Rim Board or 2 \�uR` on-center.When reinforcing E5 E6 ,moi Gap • WEB STIFFENER ATTACHMENT sso r-o" r -o" -0° 1r-s~ 1'-0° r-s" 3'-s" 5'-0" T-o° to'-6^ 13'-0' 1a'-s" 1s'-o" CS Use 2x4 minimum squash blocks to 1Y4"TimberStrand® LSL. Face grain �a� both sides,stagger nails. Ya"minimum o horizonta► E4 , " Table B - Intermediate or Cantilever Support transfer load around TJI°joist se Nail with 10d(0.131"x 3") E2 E3 Not for use with 3/z TJI®joist flange widths It 234"maximum Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support nails,one each at top and (%"for TJI® Nailing: pport Option#1: 560,560D See sizes below. JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE bottom flange. ) rJl® EXTERIOR DECK ATTACHMENT Apply subf/oor TJI joist blocking with end DEPTH 2" 3" 4" 5" 6% 7" 8%" ++" 13" 2" 3" 4" 5" 6Y" 7" b�/e' ++' +3^ blocks installed atjoist-span Web stiffener both sides. adhesive to all Y See sizes below. •With point load from above,and no support 110 2'-0" 2'-6" 3'-6" 4'-6" T-6" V-6" 2'-6" 3'-6" F-6" 6'-6" Flush bearing plate required. Structural exterior sheathing locations using p pp Fran er height must ® contact surfaces below,install web stiffener tight to top flange y�" 210 2'-0" 2'-6" 3'-6" 5'-0" 8'-0" 2'-0" 3'-0" 4'-0" 6'•6" 7'-6" g g Double TJI Joist Filler Block: Hanger Backer Block:Install tight Maximum 4"overhang Flashingtwo 8d(0.113"x 2%") Tight fit* 230 2'-6" T-0" 4'-0" 5'-6" F-s" T-0" T-6" 4'-6" 6'-6" 7'-6" be a minimum of 60% Attach per the table.Clinch to top flange(tight to bottom permitted at beam. g (gap at bottom flange) nails or 360 3'-0" 4'-0" 5'-6" 6'-6" 9'-0" 3'-0" 4'-6" 5'-6" 7'-6" 8'4" ofjolstdepth nails when possible. flange with face mount hangers). a� 1 „ Web Nailing Requirements 560 3•-s" F-0~ s'-o" 7'-6" 10'-0" 4'-0" 5'-6" s'-6" 8'-0" 9'•0" P Treated 2x_ o`StiSQ 2/z screws,cal TJI®Joist Series Depth Stiffener Size S e T e Number Nails 1+0 r- " r-o" r-s^ 2'-s" a'-o° a'-6^ e'-s" r-o" r-6° r-s" a'-o" r-o" T-1)" s'-s" Clinch nails when possible. ledger �� 2 typical ( ) yp End Intermediate g $C� 210 1,-0" 1'-0" T-0" T'0" 4'-6" 5'-0" V-0" V-0" 2'-0" T-0" 4'-6" 8'_0" 8.-0" 10'-0" See fastener 1 1 5 5 „) +1%" 230 1'-0" 2'-0" T-6" T-6" 5'-0" F-6" 10'-0" 1'-0" 2'-6" 3'-6" F-0" W-6" 9'-0" 10'-6" 1/a"TJ®Rim Board , 1/a^ 110 All x 2 I6" 360 2'-0" T-0" 4'-0" 5'-6" 7'-0" 7'-6" 11'-0" 2'-0" 3'-6" 5'-0" 7'-0" T-6" 9'-6" 11'-0" table below.Maintain ® 210 All 3/4"x 25/8"m 8d Top mount 2"distance(minimum)from TimberStrand LSL. Option#2: 230&360 All 7/"x 25/6"(1) (0.113"x 2%") 3 3 160 1'-0" 1=0" 1�o" F-ox z'-o" 2'-6. 14-6" a'6^ T-0" 1'-0" 6'.0- =0" 2'-6" 15'•0" 11'-0" 19=0" 12'-0" hanger edge of ledger to fastener. 1 2X strapping installed at/ 16d 210 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-0" 5'-6" 9'-6" 1'-0" 1'-0" 2'-0" 3'-6" 6'-0" T-0" 10'-0" 13'0~ Face mount Backer block joist-span locations using two 2 560 All 2x4 i2) 1 14" 230 1'-0~ 1'-0" r-o" 2'-0" T-6" 4'-0" 6'-0" 10'-6" V-0" V-0" 2'-6" 4'-0" 6'-6" T-6" 11'-0" 13'-6" both sides of web Allowable Load Ibs) (0.135"x 3/") 360 1'-0" 1'-0" T-0" 3'-6" 5'-6" 6'-0" 8'-6" 12'-6" V-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" hanger Fastener I%"TimberStrand® Yz°screws per joist,typical with single TJI®joist 1ya"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" 3'-0" 5'-0" 7'-0" 10'-0" 11'-0" LSL rim board Option#3: 560D 20' 2x4'2' 16d 5 5 210 1'-0" t'-0" r-0" r-0" r-0" r-0" 3'-6" s'-o" 10'-0" r-o" r-0" 1'-0" r-6° a'-6° Web stiffeners required if sides of y2 lag bolt 610 480 Directly applied ceiling 22"(3) (0.135"x 34") 6 11 230 r-o^ r-0" r-0" r-o" r-6" 2'-0" 4'-0~ 6'-6^ 1r-o^ 1'-0" r•0" 2'-s^ 5'-0" With top mount hangers,backer block required only Y PP 9 +6" H 1 hanger do not laterally support at HZ H3 24"i" 6 13 iso 1'-0° r-o~ 1'-0^ r-o^ 3'-0~ a•-o" 6'-1" 10'-0" 13•-6" r-o" 1'-0^ 3 ®. for downward loads exceeding 250 lbs or for uplift • Corrosion-resistant fasteners required for wet-service applications. PB1 When specified gpon the layout, one Of W sso 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-6" 7'-0" 11'-0" 15'-0" O least 4"of TJI joist top flange O conditions.For Hellin requirements see page 5 TJ- LAy (1)PS1 or PS2 sheathing,face grain vertical 9 q p 9 (n the bracin o tions above is re uired O - " " •• •• " " " v g p q 2 Construction rade or better 4 5 6 7 8 10 12 15 17 4 5 6 7 8 10 12 15 17 9001, Weyerhaeuser installation Guide forFloorand ( ) 9 11 Roof Framjng, TJ-9001. 3 Web stiffeners are always required for 22"and 24"TJI®560D Joists 18„ iso r-o° r-o" r-o° r-6° 3'-0" s'-o" s'-o° 15'-0" r-o" r-s° a'-o° s'-s° s'-o" ta'-s° 1s'-s" 1s'-s° _ 560 1'-0" 1'-0" 1'-o" 1'-0" 2'-0" 6'-0" 10'-0" 16'-6" 1'-0" 3'-6" 6'-0" 9'-6" 11'-6" 16'-6" FASTENING of FLOOR PANELS 20" 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 6'-0" 11'-0" 15'-6" 1'-0" 1'-0" 1'-6" 4'-0" 7'-0" 12'-s" 11'-6" 19'-0" 21'-0" 1•V� BEAM DETAILS Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 560 1'-0" 1'-o" 1'-o" TJI®(1)(2) Rim Board 1�,. TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement of longest side. � (() ~ U Nail Size 110,210, 360 and 1a"TJ®Ri 1X" TimberStrand®LSL Microllam® Parallam® 9%"or 9 z"or 14"or 9%"or 14"or 18"or 14"or 18"or • Leave Y"of web(minimum)at to and bottom of hole. DO NOT cut joist flanges. �' t W to and 230 560 Board TimberStrand®LSL or wider LVL PSL 117/e" 117/e" i6" 117/" 16" 20" 11/s 16" 20" Z BEARING FOR DOOR BEAM TO BEAM BEARING AT Depth 14" 7 .. ) p j g J-4-•1 Z t W BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL • Tables are based on uniform load tables in current design literature. Z Z d't c Z p[ 8d(0.113"x 2Y2"),8d(0.131"x 2y2 ) 4" 3' 6" 4" 3" 3" 3" Filler Block(1) 2x6+W 2x8+%" 2x6+y" 2x8+y" 2x12+%" Two Two Two _ _ -I TT O _1 11J 14"TJ®Rim Board or Strapper code If t0 late 2x6 2x8 • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole maybe located In _ p P 10d 0.148"x 3"),12d 0.148"x 3%") 6" 4" 4" 4" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2xB 2x12 f� ` - Q� Z 14"TimberStrand® I-SL or is not continuous over ( ) ( at the center of the joist span provided that no other holes occur in the joist. v - r Q 16d 0.162"x 3y2" 6" 6" 8" 6" Cantilever 2x6 2x10 2x6+3/" 2x10+%" 2x6+y2' 2x10+Y2" t' ' 0) blocking for lateral support header ( ) . < Filler long long sheathing sheathing sheathing sheathing Not Not applicable ALLOWABLE HOLES - Headers and Beams Z LH 6Z (1)Stagger nails when using 4"on-center spacing and maintain 1 3/g"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 applicable O panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block(1) ® /L I >` [L W Strap per code if top ;f.; blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI ®joists. s „ 3 •, s " 3/8" 7 . .55E TimberStrand LSL Headers and Beams 2 For non-diaphragm a lications,multiple rows of fasteners are permitted if the rows are offset at least% and staggered. (Detail F1 / or/ / or /a or 1"Net 2x6 2x8 2x12 N Q_J lY plate is not Continuous ( ) pp p p gg or H2) 2 x diameter of the '^ to V < (3)With 10d(0.148"x 11/2")nails,spacing can be reduced to 3"on-center for light gauge steel straps. O } 4 over column TO mount 3 1 /f necessary,increase filler and backerblock height for face mount hangers and maintain%"ggap at top of joist;see detail W Fillerand backer largest hole(minimum) P •� (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1 3a"(to avoid splitting). block dimensions should accomodate required nailing without splitting(12"minimum for backer locks and 24"minimum for tiller blocks). 1 r(� ry O Q hanger (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 4"(to avoid splitting). /depth v, Face mount Protect untreated ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Allowed hole zone Z Q Column 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 L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing,TJ-9001. O O �• literature for framing connectors ■Nailing rows must be offset it least y2"and staggered. ° •�- ■14 ga.staples may be substituted for 8d(0.113"x 2 Y2")nails if minimum penetration of 1"into the TJI®joist or rim board is achieved. ° ° ° ° ° 1.55 E TimberStrand®LSL ■Maximum nail spacing for TJI®joists is 18"on-center. Joists must be laterally supported at Header or Beam Maximum Round - cantilever and end bearings by blocking Depth Holle Size panels,hangers,or direct attachment to 9Y4"`9y" 3" Multiple-Member Connections for Top-Loaded Beams B" IIW-II 7/ P P TJI®joist framing does not a rim board or rim joist. Fastener Installation Requirements E1 14"-16" 4%" require bridging or mid-span General Notes See illustration for allowed hole zone *•t"<"'"t!^'rrs, Piece #of Fastener , blocking • Allowed hole zone suitable for headers and beams with Width Plies Type0) Min.Length #Rows O.C.Spacing Location When fasteners are required on both g uniform and/or concentrated loads anywhere along the member. `s.�,i •,.••+•••.., -':„, 2) sides,stagger fasteners on the second . Round holes coni ` '" G 1"• " 10d nails 3" 3 y • • c.0 "- BEARING AT 12" side so they fall halfway between 1 (2) • No holes in headers or beams in lank orientation. «:r••• � o tit rt . e+-:' COLUMN 2 12d-16d nails 3/4" 2 One side fasteners on the first side. Screws 3Y8"or 3Y2' 2 24" H2 ';,`,' ° t 10d nails 3" 3(2) DO NOT bevel cut joist Al Other Trus Joist® Headers and Beams _ J- 1 +i. 12" Both sides j 1 S r•.�,; � _.q,' �:,•„ Rim board joint 1R,•, 1 „ a, beyond inside face of wall. Microllam® LVL B t �9 i#• . �°� c � t",`q�. 3 12d-16d nails 3 4 2 E2 between joists DO NOToverhang seat cuts • �+�`' 134" 38"or 3Y2" Both sides g 1.3E ole zone and Parallam®PSL • " Screws 2 24^ Load must be applied evenly across 3 on beams beyond the inside Y LSL hole zone hole zone 2 x diameter of the r '•.° t��•",° � ''�'• 5" One side entire beam width.Otherwise,use ppo Y depth ;.•t "i, �' face ofsu rt member, largest hole(minimum) ', ;{ F" ^ ,r'R".• Verify column capacity 10d nails"' 3" 3j2' connections for side-loaded beams. h DO NOT cut,notch or drill �� and beam bearing 12" (per I L!E lV EKED OCT 2 6 2021 One side L5 length.See current 4 p y) ° o o illustrations and tables. 12d-16d nails"' 3 4" 2(2' d holes In headers or(beams l O Weyerhaeuser literature. 5"or 6" Both sides y Screws 2 24" Multiple pieces can be nailed or bolted together to CS o ° 6 3/4" 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 Joists Beams 1Ya"TJ®Rim Board or 1Y4" Parallam®PSL Header or Beam Maximum Round -1 Screws 2 24" 3Yz° 2 6%4" One side AZ TimberStrand® LSL. allowed hole zone Depth Hole Size O middle Y span 48" 1" O Z Y2'bolts 8" 2 24 - 0 � It 5Y2" 13/4" n1 d 1.3E TimberStrand® LSL allowed hole zone d 0 O (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWP 61 L1 7y"_20" 2�� ,� COLUMN D ETA(L:� (2)An additional row of nails is required with depths of 14"or greater. H1 14 (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. see illustration for allowed Hole zone LL_ � General Notes � m B2 Allowed hole zone suitable for headers and beams with uniform loads only. O Z O • Round holes only O fn BEAM NAILING AT BEARING FLOOR No holes in cantilevers. COLUMN CAP (FLOOR) L5 B3 TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist • No holes in headers or beams in plank orientation. Oj 1 Load bearingwall above " O V % _ O 1/a"TJ®Rim Board or ) -Y 1 ® Joist may be shifted up to 3"if Use B1 or 62 at T_ 1/a"TimberStrand LSL. One 10d(0.128"x 3") floor panel edge is supported P � � + ' nail into each flange P g pp 64 intermediate bearings WARNING o - � z � One 8d(0.113"x 2/') and span rating is not exceeded. with load bearinglr Joists are unstable until braced laterally O 1 WO nail each side. Drive Do not cut joist flanges. nails at an angle at braced/shear veal O Q t Plumbing Drop Bracing Includes: Lines O W O least 1/"from end. End of joists from above • Hangers • Rim Board • Rim Joist O P1 • Blockin at centerline - v 3Yz"minimum ofsu ort L2 J COLUMN BASE 3 intermediate bearing Also see detail B2 pp lU a- X Z 1/a minimum end bearing d single-family applications 54"may be required for maximum H1 Q- V Shear transfer: Connections equivalent capacity o O (L to floor panel nailing schedule • �-- H -1 ,�:.;,•», ,,.. Rim to TJI®Joist DO NOT walk on joists DO NOT walk on joists DO NOT stack building < CIL 1%s"TJ®Rim Board TJI©560 rim joist:Toe o o until braced. that are lying flat. materials on unsheathed ~ N N ' «• :•�,;,;:;,,. , Additional joist is required if 1Y4"TimberStrand® LSL or nail with 10d(0.128"x 3") O o INJURY MAY RESULT. joists. Stack only over floor panel edge is unsupported L4 . . V TJI®110 rim joist: nails,one each side of or if span rating is exceeded. !' •,. WARNING NOTES: beams or walls. Exterior Deck Y LL Q)2 LU One 10d(0.131"x 3")nail Tile flange TJI®560 ° o LA DO NOT use sawn Lack of proper bracing during construction can result in serious J into each flange floor joist .� ,: ,:'* Attachment lumber for rim accidents.Observe the following O W O Structural g guidelines: TJI®210,230,and 360 rim INSTALLATION TIPS °' o board or blocking, 0j . IL � ' .'.• sheathing 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI Joists must be completely installed and properly nailed, 1L. ELEVATED 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 1 ' •Subfloor adhesive will improve floor performance,but after installation, accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. O COLUMN BASE � One 16d(0.135"x 3/z')nail P P o 134"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 ~ lh Top may Locate rim board joint between joists. O Safety bracing(1x4 engineered lumber. joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at 8'on-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 1Y2"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. »,• lYs"TJ®Rim Board or 14" for squash blocks or blocking panels. approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. 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 Califomia partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit&y.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 I-JO15T 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). 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. 1y"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 TJIJoistlnstaiiation Guide, TJ-9006, which should be referenced for additional information. -