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Home My WebLink About45952-Z �o�SUffO[ y Town of Southold 3/5/2023 aP.O.Box 1179 H n 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43894 Date: 3/5/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2790 Stanley Rd.,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-8-57 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. 45952 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: single family dwelling with unfinished basement,front covered porch, rear stoop and attached garage as applied for. The certificate is issued to Zenith Property Group LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0117 8/2/2022 ELECTRICAL CERTIFICATE NO. 45952 11/16/2022 PLUMBERS CERTIFICATION DATED 6/1/2022 fi Car s Sande s s t ori " Signature �S�F i� TOWN OF SOUTHOLD �o aye BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY J 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 #: 45952 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#3) At premises located at: 2790 Stanley Rd., Mattituck SCTM # 473889 Sec/Block/Lot# 106.-8-57 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 $2,458.80 CO-NEW DWELLING $50.00 Total: $2,508.80 BuilA4 Inspector pF SOUTyoI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(c-town.southold.ny.us Southold,NY 11971-0959 O0Nn,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Zenith Property Group LLC Address: 2790 Stanley Rd city:Mattituck st: NY zip: 11952 Building Permit* 45952 Section: 106 Block: 8 Lot: 57 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 60 Ceiling Fixtures 14 Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt 1 Wall Fixtures 12 Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 53 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights 10' Dryer RecptG2S Emergency Strobe Heat Detectors 1 Disconnect Switches 45 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, DW, Micro, Hood, Mini Fridge, 200A Panel 40 Circuit/ 32 Used Notes: New Two Story Inspector Signature: y Date: November 16, 2022 S.Devlin-Cert Electrical Compliance Form q. Town Hall Annex Telephone(631)765-18,02 54375 Main Road '`'! Pax(631)765-9502. P.O:Box 1179 •: I Southold,NY 11971=0959 FEB 1 .5 2023 BUILDING:DEPARTMENT BUILDING DEPT TOWN OF SOUTHOLD 70MOFSOUTHOLD C:E RT:-I F I CAT.I ON Date: _ Building Permit No. Owner: -. . y� • -:. .. .... . . . . ... (Please print) (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. (Plumbers(Signature) Sworn to before me this,_ day of JL14 e 2U 0*1 N TA7:s ;I S � llw -&0 , Notary Public, . TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] OUNDATION 1ST /�A [ ] 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 REM KS: �aU� Ows He/ T Aft C,7� f P DATE INSPECTOR q/ lApTOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL:.(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: lool i4k DATE �' INSPECTOR q SOUIyO/ - h `o # * TOWN OF SOUTHOL/D BUILDING DEPT. 765-1802 INSPEC , 10N [ ] FOUNDATION 1ST [ � ROUGH PLBG. [ ] FOUN ION 2ND [ ] INSULATION/CAULKING [ ] FMING/-STRAPPING _ [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O EMARKS: O V _0!- vt ice h o i r - DATE 2,o) INSPECTOR o�a0f S06lyo L�ISO[ 2 # # TOWN OF SOUTHO D BUILD G DEPT. Y • 765-1802 tea— INSPECTION j ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [' ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION f ] FIRE RESISTANT PENETRATION' VELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 6,/A - s-if 1AA q) DATE 2 NSPECTOR c r3f so * # TOWN OF SOUTHOLD BUILDING DEPT. �yco 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR %v SOUTyo6 �5 a 5-1- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND' [pC] 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: . �5�C�-/ , ��, ✓ �,��. l4 o v e DATE INSPECTOR ho��Of SOUTyO� L�5'1S Z / l LJ 4S4 l" - # TOWN OF SOUTHOLD BUILDING DEPT. / 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: DATE i INSPECTOR SOUIyO� - ----- - /� TOWN OF SOUTHOLD BUILDING DEPT. courm, 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IPSULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL Alb [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 4 17 Gnr `u�/v% 1 &v4l--> r V vV l DATE Z ?/ INSPECTOR REWRate - Residential Energy Analysis and Rating Software v16.0.4 � New York Compliance Certificate Project Title: New Home 1000-106-8-57 Projected Rating: Based on Plans - Field Confirmation Required. Report Date 2021-02-22 Data Filename 2021_021 2790 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 2790 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 2790 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) 4546 Conditioned Volume (cubic ft) 48830 Insulated Shell Area (sq ft) 8623 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) 5734 Maximum UA 478 Your Home Energy Cost($/yr) 5312 Your Home UA 464 Better Than Code (Perf) 7.3% Better Than Code (UA) 2.8% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA 1281 39.0 0.0 44 Roof 2: R-39 SPF SA 435 39.0 0.0 15 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid 2773 15.0 5.0 155 AG Wall 2: R15,FG1,4-16 237 15.0 0.0 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. REM/Rate - Residential Energy Analysis and Rating Software vi 6.0.4 New York Compliance Certificate Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter , R-Value R-Value U-Factor UA AG Wall 3: R-18 SPF+Rigid 375 13.0 5.0 22 AG Wall 4: R15,FG1,4-16 110 15.0 0.0 9 Joist 1: Cond -> ambient 164 13.0 5.0 0 Joist 2: Cond -> garage 25 13.0 0.0 0 Joist 3: Cond ->ambient 65 13.0 5.0 0 Window 1: U:0.32, SHGC:0.35 248 0.320 79 Window 2: U:0.30, SHGC:0.30 41 0.300 12 Window 3: Door U:0.30, S:0.32 41 0.300 12 Window 4: U:0.26, SHGC:0.30 55 0.260 14 Door 1: PCH Front Door 32 0.230 0 Door 2: PCH Garage 18 0.150 0 Door 4: Fiberglass U-0.17 JD 18 0.170 0 Door 5: Attic Access 12 0.200 0 Floors Over Garage Floor 1: R30,FG1,X-16 18 30.0 0.0 1 Basement Walls Wall 1: R-11 Paramount 1270 0.0 11.0 70 Wall 2: R-11 Paramount 225 0.0 11.0 13 Window 5: U:0.28, SHGC:0.25 18 0.280 5 Door 3 22 0.220 0 Duct Insulation R-Value Infiltration Htg: 3.00 Clg: 3.00 ACH50 Mechanical Equipment Heating: Fuel-fired air distribution, 64.0 kBtuh, 96.1 AFUE. Water Heating: Conventional, Prop, 0.70 EF. Cooling: Air conditioner, 34.8 kBtuh, 15.1 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. Name-Title Signature Date Rater I, Jerry D'Amaro of DAmaro Engineering, certify that the home listed above, as modeled meets or exceeds all requirements of the 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 REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate 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. "�r✓ I further attest that I am a certified 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. r V P dY%?i/-o 2 ZZ 20 Name-Title Signatur Date REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Project Title: New Home 1000-106-8-57 Projected Rating: Based on Plans - Field Confirmation Required. Report Date 2021-02-22 Data Filename 2021_021 2790 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 2790 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 2790 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) 4546 Conditioned Volume (cubic ft) 48830 Insulated Shell Area (sq ft) 8623 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) 5734 Maximum UA 478 Your Home Energy Cost($/yr) 5312 Your Home UA 464 Better Than Code (Perf) 7.3% Better Than Code (UA) 2.8% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value 'U-Factor UA Ceilings Roof 1: R-39 SPF SA 1281 39.0 0.0 44 Roof 2: R-39 SPF SA 435 39.0 0.0 15 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid 2773 15.0 5.0 155 AG Wall 2: R15,FG1,4-16 237 15.0 0.0 19 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. REWRate - Residential Energy Analysis and Rating Software v1 6.0.4 New York Compliance Certificate Gross Area Cavity. Cont. Glazing or Door Assembly or Perimeter _ R-Value R-Value U-Factor . UA AG Wall 3: R-18 SPF+Rigid A` 375 13.0 5.0' ° ''22 AG Wall 4: R15,FG1,4-16 110 15.0 0.0 9 Joist 1: Cond -> ambient 164 13.0 5.0 0 Joist 2: Cond-> garage 25 13.0 0.0 0 Joist 3: Cond -> ambient 65 13.0 5.0 0 Window 1: U:0.32, SHGC:0.35 248 0.320 79 Window 2: U:0.30, SHGC:0.30 41 0.300 12 Window 3: Door U:0.30, 5:0.32 41 0.300 12 Window 4: U:0.26, SHGC:0.30 55 0.260 14 Door 1: PCH Front Door 32 0.230 0 Door 2: PCH Garage 18 0.150 0 Door 4: Fiberglass U-0.17 JD 18 0.170 0 Door 5: Attic Access 12 0.200 0 Floors Over Garage Floor 1: R30,FG1,X-16 18 30.0 0.0 1 Basement Walls Wall 1: R-11 Paramount 1270 0.0 11.0 70 Wall 2: R-11 Paramount 225 0.0 11.0 13 Window 5: U:0.28, SHGC:0.25 18 0.280 5 Door 3 22 0.220 0 Duct Insulation R-Value Infiltration Htg: 3.00 Clg: 3.00 ACH50 Mechanical Equipment Heating: Fuel-fired air distribution, 64.0 kBtuh, 96.1 AFUE. Water Heating: Conventional, Prop, 0.70 EF. Cooling:Air conditioner, 34.8 kBtuh, 15.1 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which'the home is built. Name-Title Signature Date Rater I, Jerry D'Amaro of DAmaro Engineering, certify that the home listed above, as modeled meets or exceeds all requirements of the 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 2 of 3 REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York compliance certificate 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 fp!5 o a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. Name-Title Signature` Date REWRate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2790 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_021 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-57 Oasis at Mattituck, Corp. 2021_021 2790 Stanley Rd.P.CC.blg Date: 2/22/2021 Building Information Conditioned Area (sq ft) 4546 Conditioned Volume (cubic ft) 48830 Insulated Shell Area (sq ft) 8623 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(1540 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: main Insulation Grade: I II III Face / Inset Comments/Location [ ] 2. Sealed Attic: R-39 SPF SA(459 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: 1st sty Insulation Grade: 1 II III Face / Inset Comments/Location Above-Grade Walls [ ] 1. Wall: R-20 Batt+Rigid (2773 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 (237 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage Insulation Grade: 1 II III Face / Inset Comments/Location REM/Rate='Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Energy Code i nspecti®n Chet fist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering ' Projected Rating 2790 Stanley Road 631-878-7808 2021-02-22, Mattituck, NY 11952 Jerry DAmaro Rating No:2021_021 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-57 Oasis at Mattituck, Corp. 2021_021 2790 Stanley Rd.P.CC.blg Date:2/22/2021 Above-Grade Walls [ ] 3. Wall: R-18 SPF+Rigid (375 s.f.), Between sealed attic and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: attic gables Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 4. Wall: R15,FG1,4-16 (110 s.f.), Between conditioned space and attic R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to attic Insulation Grade: 1 II III Face / Inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.13 [ ] 1. Window: U:0.32, SHGC:0.35 (45 s.f., East), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-1 Orientation: East Comments/Location [ ] 2. Window: U:0.32, SHGC:0.35 (45 s.f., East), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-2 Orientation: East Comments/Location [ ] 3. Window: U:0.32, SHGC:0.35 (6 s.f., North), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-3 Orientation: North Comments/Location [ j 4. Window: U:0.32, SHGC:0.35 (33 s.f., West), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-4 Orientation:West Comments/Location REM/Rate,-Residential Energy Analysis,and,Rating Software.v16.0.4. This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Page 2 of 8 Energy Code Inspecti®n Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2790 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_021 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-57 Oasis at Mattituck, Corp. 2021_021 2790 Stanley Rd.P.CC.blg Date: 2/22/2021 Windows and Skylights [ ] 5. Window: U:0.30, SHGC:0.30 (41 s.f., West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-5 Orientation: West Comments/Location [ ] 6. Window: Door U:0.30, 5:0.32 (41 s.f., West), U-Value: 0.300, SHGC: 0.320 For windows without labeled U-factors, describe features: Name: D-6 Orientation: West Comments/Location [ ] 7. Window: U:0.32, SHGC:0.35 (9 s.f., West), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-7 Orientation: West Comments/Location [ ] 8. Window: U:0.32, SHGC:0.35 (33 s.f., East), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-8 Orientation: East Comments/Location [ ] 9. Window: U:0.32, SHGC:0.35 (33 s.f., East), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-9 Orientation: East Comments/Location [ ] 10. Window: U:0.26, SHGC:0.30 (23 s.f., East), U-Value: 0.260; SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-10 Orientation: East Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v1 6A4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 8 EnergyCodeP inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2790 Stanley Road 631-878-7808 2021-02-22. Mattituck, NY 11952 Jerry DAmaro Rating No:2021_021 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-57 Oasis at Mattituck, Corp. 2021_021 2790 Stanley Rd.P.CC.blg Date:2/22/2021 Windows and Skylights [ ] 11. Window: U:0.32, SHGC:0.35 (6 s.f., East), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-11 Orientation: East Comments/Location [ ] 12. Window: U:0.32, SHGC:0.35 (6 s.f., North), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-12 Orientation: North Comments/Location [ ] 13. Window: U:0.26, SHGC:0.30 (16 s.f., West), U-Value: 0.260, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-13 Orientation: West Comments/Location [ ] 14. Window: U:0.32, SHGC:0.35 (33 s.f., West), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-14 Orientation: West Comments/Location [ ] 15. Window: U:0.26, SHGC:0.30 (16 s.f., West), U-Value: 0.260, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-15 Orientation: West Comments/Location [ ] 16. Window: U:0.28, SHGC:0.25 (6 s.f., North), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W-16 Orientation: North Comments/Location REM/Rate.- Residential Energy Analysis and Rating.Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 4 of 8 Energy Code Inspection Checklist . Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2790 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_021 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-57 Oasis at Mattituck, Corp. 2021_021 2790 Stanley Rd.P.CC.blg Date: 2/22/2021 Windows and Skylights [ ] 17. 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: W-16 Orientation: West Comments/Location [ ] 18. 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: W-16 Orientation: West Comments/Location Doors [ ] I. Door: PCH Front Door(32 s.f.), R-Value 4.3 Comments/Location [ ] 2. Door: PCH Garage (18 s.f.), R-Value 6.7 Comments/Location [ ] 3. Door: PCH BSMT (22 s.f.), R-Value 4.5 Comments/Location [ ] 4. Door: Fiberglass U-0.17 JD (18 s.f.), R-Value 5.9 Comments/Location [ ] 5. Door: Attic Access (12 s.f.), R-Value 5.0 Comments/Location REM/Rate=Residential Eriergy'Analysisaiid'Rating-Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 5 of 8 Energy Code - Inspection Checklist. Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2790 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_021 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-57 Oasis at Mattituck, Corp. 2021_021 2790 Stanley Rd.P.CC.blg Date:2/22/2021 Frame Floors [ ] I. Floor: R30,FG1,X-16 (18 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-30.0 cavity insulation. Name: 2nd FL over gar Insulation Grade: I If III Face / Inset Comments/Location Slab Floors [ ] 1. Slab: R-0 Paramount (1698 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location Foundation Walls [ ] 1. Wall: R-11 Paramount (1309 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 11 III Face/ Inset Comments/Location [ ] 2. Wall: R-11 Paramount(225 s.f.), Between conditioned space and garage/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: to garage Insulation Grade: 1 II III Face / Inset Comments/Location Rim and Band Joists [ ] 1. Joist: FF to outside (164 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 (25 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: FF to garage Insulation Grade: 1 11 III Face / Inset Comments/Location REM/Rate- Residential.Energy;4nalysis-and,Rating Software.06.0:4, This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 6 of 8 fEnergy Code Inspects®n Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2790 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_021 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-57 Oasis at Mattituck, Corp. 2021_021 2790 Stanley Rd.P.CC.blg Date:2/22/2021 Rim and Band Joists [ ] 3. Joist: 2F to outside(65 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to outside Insulation Grade: I II III Face / inset Comments/Location Mechanical Equipment [ ] 1. Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Make and Model Number [ ] 2. Water Heating: Conventional, Propane, 0.70 EF, 50.0 Gal. Make and Model Number [ ] 3. Cooling: Air conditioner, Electric, 15.1 SEER. Make and Model Number Mechanical Ventilation System [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Balanced, 85.0%Sensible Efficiency,48.0%Total Efficiency, 110 cfm, 24.0 hrs/day, 85.0 watts, ECM Fan Motor. System description(make) Air Leakage Control . [ ] Blower Door Test at Final [ ] House is air-sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 2442) [ ] 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. REWRate- Residential Energy�Analysis and Rating Software v16 b.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 7 of 8 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2790 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_021 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-57 Oasis at Mattituck, Corp. 2021_021 2790 Stanley Rd.P.CC.blg Date:2/22/2021 Duct Leakage (if not exempt from testing) [ ] Duct System 1 Leakage to Outside and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 10.000 CFM @ 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 40.000 CFM @ 25 Pascals Duct Leakage Code Requirements for IECC 20091ECC: Postconstruction Leakage Test: Duct Leakage to Outdoors<=8 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<=6 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage <=4 CFM25 / 100 sq ft CFA. 2012 IECC and Prescriptive Path for 2015-2018 IECC: Postconstruction Leakage Test: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage<=3 CFM25 / 100 sq ft CFA. 2015-2018 IECC Performance Path (Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. Notes REM/Rate- Residential Energy;Analysis and Rating Software v16;0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 8 of 8 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2790 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_021 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-57 Oasis at Mattituck, Corp. 2021_021 2790 Stanley Rd.P.CC.blg Date: 2/22/2021 Building Information Conditioned Area (sq ft) 4546 Conditioned Volume (cubic ft) 48830 Insulated Shell Area (sq ft) 8623 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(1540 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Sealed Attic: R-39 SPF SA(459 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: 1st sty Insulation Grade: 1 II III Face / inset Comments/Location Above-Grade Walls [ ] 1. Wall: R-20 Batt+Rigid (2773 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 (237 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage Insulation Grade: 1 II III Face / inset 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. 0 1985-2020 NORESCO, Boulder, Colorado. Energy Code -inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2790 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_021 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-57 Oasis at Mattituck, Corp. 2021_021 2790 Stanley Rd.P.CC.blg Date:2/22/2021 Above-Grade Walls [ ] 3. Wall: R-18 SPF+Rigid (375 s.f.), Between sealed attic and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: attic gables Insulation Grade: 1 II III Face / inset Comments/Location [ ] 4. Wall: R15,FG1,4-16 (110 s.f.), Between conditioned space and attic R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to attic Insulation Grade: 1 II III Face / inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.13 [ ] 1. Window: U:0.32, SHGC:0.35 (45 s.f., East), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-1 Orientation: East Comments/Location [ ] 2. Window: U:0.32, SHGC:0.35 (45 s.f., East), U-Value: 0.320, SHGC: 0.350 Forwindows without labeled U-factors, describe features: Name: W-2 Orientation: East Comments/Location [ ] 3. Window: U:0.32, SH6C:0.35 (6 s.f., North), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-3 Orientation: North Comments/Location [ ] 4. Window: U:0.32, SHGC:0.35 (33 s.f., West), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-4 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. 01985-2020,NORESCO, Boulder, Colorado. Page 2 of 8 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2790 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_021 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-57 Oasis at Mattituck, Corp. 2021_021 2790 Stanley Rd.P.CC.blg Date: 2/22/2021 Windows and Skylights [ ] 5. Window: U:0.30, SHGC:0.30 (41 s.f., West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-5 Orientation: West Comments/Location [ ] 6. Window: Door U:0.30, 5:0.32 (41 s.f., West), U-Value: 0.300,.SHGC: 0.320 For windows without labeled U-factors, describe features: Name: D-6 Orientation:West Comments/Location [ ] 7. Window: U:0.32, SHGC:0.35 (9 s.f., West), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-7 Orientation: West Comments/Location [ ] 8. Window: U:0.32, SHGC:0.35 (33 s.f., East), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-8 Orientation: East Comments/Location [ ] 9. Window: U:0.32, SHGC:0.35 (33 s:f., East), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-9 Orientation: East Comments/Location [ ] 10. Window: U:0.26, SHGC:0.30 (23 s.f., East), U-Value: 0.260, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-10 Orientation: East Comments/Location REM/Rate-Residential Energy Analysis and Rating'Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 8 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2790 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_021 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-57 Oasis at Mattituck, Corp. 2021_021 2790 Stanley Rd.P.CC.blg Date:2/22/2021 Windows and Skylights [ ] 11. Window: U:0.32, SHGC:0.35 (6 s.f., East), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-11 Orientation: East Comments/Location [ ] 12. Window: U:0.32, SHGC:0.35 (6 s.f., North), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-12 Orientation: North Comments/Location [ ] 13. Window: U:0.26, SHGC:0.30 (16 s.f., West), .U-Value: 0.260, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-13 Orientation: West Comments/Location [ ] 14. Window: U:0.32, SHGC:0.35 (33 s.f., West), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-14 Orientation: West Comments/Location [ ] 15. Window: U:0.26, SHGC:0.30 (16 s.f., West), U-Value: 0.260, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-15 Orientation: West Comments/Location [ ] 16. Window: U:0.28, SHGC:0.25 (6 s.f., North), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W-16 Orientation: North Comments/Location REM/Rate- ResidentiaLEnergy Analysis.and,Rating•5oftware v16.0.4, This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 4 of 8 Energy Code Inspecti®n Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2790 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_021 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-57 Oasis at Mattituck, Corp. 2021_021 2790 Stanley Rd.P.CC.blg Date: 2/22/2021 Windows and Skylights [ ] 17. 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: W-16 Orientation: West Comments/Location [ ] 18. 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: W-16 Orientation:West Comments/Location Doors [ ] 1. Door: PCH Front Door(32 s.f.), R-Value 4.3 Comments/Location [ ] 2. Door: PCH Garage (18 s.f.), R-Value 6.7 Comments/Location [ ] 3. Door: PCH BSMT(22 s.f.), R-Value 4.5 Comments/Location [ ] 4. Door: Fiberglass U-0.17 JD (18 s.f.), R-Value 5.9 Comments/Location [ ] 5. Door: Attic Access (12 s.f.), R-Value 5.0 Comments/Location REM/Rate- ResidentiaVEnergy 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 5 of 8 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2790 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_021 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-57 Oasis at Mattituck, Corp. 2021_021 2790 Stanley Rd.P.CC.blg Date:2/22/2021 Frame Floors [ ] 1. Floor: R30,FG1,X-16 (18 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-30.0 cavity insulation. Name: 2nd FL over gar Insulation Grade: 1 II III Face/ inset Comments/Location Slab Floors [ ] I. Slab: R-0 Paramount(1698 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location Foundation Walls [ ] 1. Wall: R-11 Paramount (1309 s.f.), Between conditioned space and ambient/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Wall: R-11 Paramount(225 s.f.), Between conditioned space and garage/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: to garage Insulation Grade: 1 II III Face / inset Comments/Location Rim and Band Joists [ ] 1. Joist: FF to outside (164 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 (25 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: FF to garage Insulation Grade: 1 II III Face / inset Comments/Location REM/Rate- Residential.Energy Analysis.and Rating•Software:.v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 6 of 8 Energy Code Inspection checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2790 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_021 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-57 Oasis at Mattituck, Corp. 2021_021 2790 Stanley Rd.P.CC.blg Date: 2/22/2021 Rim and Band Joists [ ] 3. Joist: 2F to outside (65 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 Mechanical Equipment [ ] 1. Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Make and Model Number [ ] 2. Water Heating: Conventional, Propane, 0.70 EF, 50.0 Gal. Make and Model Number [ ] 3. Cooling: Air conditioner, Electric, 15.1 SEER. Make and Model Number Mechanical Ventilation System [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Balanced, 85.0%Sensible Efficiency, 48.0%Total Efficiency, 110 cfm, 24.0 hrs/day, 85.0 watts, ECM Fan Motor. System description(make) Air Leakage Control [ ] Blower Door Test at Final [ ] House is air-sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 2442) [ ] 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. REM/Rate= Residential Energy Analysis and Rating Software-v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 7 of 8 Energy Code Inspection. Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2790 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_021 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-57 Oasis at Mattituck, Corp. 2021_021 2790 Stanley Rd.P.CC.blg Date: 2/22/2021 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 C 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 40.000 CFM C 25 Pascals Duct Leakage Code Requirements for IECC 2009 IECC: 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 8 of 8 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2790 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_021 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-57 Oasis at Mattituck, Corp. 2021_021 2790 Stanley Rd.P.CC.blg [Property/Builder Information Building Name New Home 1000-106-8-57 Owners Name Oasis at Mattituck, Corp. Property Address 2790 Stanley Road City, St, Zip Mattituck, NY 11952 Phone Number Builders Name Oasis at Mattituck, Corp. Phone Number 631-767-4807 Email Address peter@modernagehomebuilding.com Plan/Model Name Oasis_2-R-S Community/Development The Fields at Mattituck-Lot 3 Identifier/Other 420-03 Organization Information Organization Name DAmaro Engineering Address 20 Mariposa Lane City, St, Zip Manorville, NY 11949 Phone Number 631-878-7808 Website www.damaroengineenng.com 1 Rating/RESNET.Information_.n _s�_ . - - ProviderID 1998-072 Sample Set ID 00000000 Registry ID Registry Date Registered Raters Name Jerry DAmaro RatersID 2614397 Raters Email jdamaro@optonline.net Last Field Insp 2021-02-22 Rating Type Projected Rating Reason for Rating New Home Rating Number 2021_021 Rating Permit Date 03/01/2021 REM/Rate'-Residential Energy Analysisand Rating Software v16;0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2790 Stanley Road 631-878-7808 2021-02-22. Mattituck, NY 11952 Jerry DAmaro, Rating No:2021_021 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-57 Oasis at Mattituck, Corp. 2021_021 2790 Stanley Rd.P.CC.blg �Gerliera4 Building•.lnfo�ri�at�on �;,� ��_�� : � �. : Area of Conditioned. Space(sq ft) 4546 Volume of Conditioned. Space 48830 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 Fon n 1. >In . • . . .-77, � - u dat�o .Wal ,Informat o 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 163.67 8.00 7.00 1.00 0.055 0.086 to garage R-11 Paramount Cond->garage/gmd 25.00 9.00 7.00 2.00 0.058 0.086 *Uo Value Combo combines wall, airfilm, and soil path Foun' i� dat r on Wall Li a" Lists b 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,-:Residential Energy Analysis and;Rating-Software,v16.0:4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 2 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2790 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:20211021 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-57 Oasis at Mattituck, Corp. 2021_021 2790 Stanley Rd.P.CC.blg Foundation Wall.Library List Ins top 0.00 ft from top of wall Ins bottom 0.00 ft below grade Note JD, Blanket Wall Slab Floor Information - Name Library Entry Area(sq ft) Depth Below Full Exposed On-Grade Grade(ft) Perimeter(ft) Perimeter(ft) Perimeter(ft) main R-0 Paramount 1698 7.00 169 169 0 I SlabFloor Library List Slab Floor: R-0 Paramount Slab Covering None Perimeter Insulation (R-Value) 0.0 Perimeter Insulation Depth (ft) 0.0 Under-Slab Insulation (R-Value) 0.0 Under-Slab Insulation Width (ft) 0.0 Slab Insulation Grade 1 Radiant Slab No Note JD j`Franie Floor Information , Name Library Entry Location Area(sq ft) Uo Value 2nd FL over gar R30,FG1,X-16 Btwn cond It garage 18 0.035 t Frame Floor Library'List Floor: R30,FG1,X-16 Information From Quick Fill Screen Continous Insulation R-Value 0.0 Cavity Insulation R-Value 30.0 Cavity Insulation Thickness (in.) 9.3 Cavity Insulation Grade 1 Joist Size (w x h, in) 1.5 x 9.3 Joist Spacing (in oc) 16.0 Framing Factor- (default) 0.1300 REWRate-'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 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2790 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No,:2021_021 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-57 Oasis at Mattituck, Corp. 2021_021 2790 Stanley Rd.P.CC.blg ,Frame Floor Library.List Floor Covering HARDWOOD Note JTD Rim and Band.Joist Information -� • Name Location Area(sq ft) Continuous Framed Cavity Ins Joist. Insulation Uo Value Ins Cavity Ins Thk(in) Spacing Grade FF to outside Cond > 163.70 5.0 13.0 2.0 16.0 1 0.056 ambient FF to garage Cond -> garage 25.00 0.0 13.0 2.0 16.0 1 0.078 2F to outside Cond -> 64.70 5.0 13.0 2.0 16.0 1 0.056 ambient 71 Above=Grade Wall- 7 Name Library Entry Location Exterior Color Area(sq ft) Uo Value main R-20 Batt+Rigid Cond-> ambient Medium 2773.00 0.056 to garage R15,FG1,4-16 Cond -> garage Medium 237.00 0.079 attic gables R-18 SPF+Rigid Sealed Attic-> ambient Medium 375.00 0.058 to attic R15,FG1,4-16 Cond > attic Medium 110.00 0.079 iAbove=Grade.Wall Libra`ry+Listry� ,� 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 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 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2790 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_021 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-57 Oasis at Mattituck, Corp. 2021_021 2790 Stanley Rd.P.CC.blg ,Above-Grade Wall Library List 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 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 Overhang Interior Adjacent v� Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading W-1 AGWall1 East 0.320 0.350 45.00 6.0 1.0 6.0 0.85 0.70 None None W-2 AGWall1 East 0.320 0.350 45.00 1.0 1.5 6.5 0.85 0.70 None None W-3 AGWall1 North 0.320 0.350 6.00 1.0 1.5 4.5 0.85 0.70 None None W-4 AGWall1 West 0.320 0.350 32.70 1.0 1.5 6.5 0.85 0.70 None None W-5 AGWall1 West 0.300 0.300 41.00 1.0 2.0 8.5 0.85 0.70 None None D-6 AGWall1 West 0.300 0.320 41.00 1.0 2.0 8.5 0.85 0.70 None None W-7 AGWall1 West 0.320 0.350 9.00 1.0 1.5 4.5 0.85 0.70 None None REWkate- 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 5 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2790 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_021 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-57 Oasis at Mattituck, Corp. 2021_021 2790 Stanley Rd.P.CC.blg Window Information`M ---� Overhang Interior .,, Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter .Summer. Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading W-8 AGWall1 East 0.320 0.350 32.70 1.0 5.0 10.0 0.85 0.70. None None W-9 AGWall1 East 0.320 0.350 32.70 1.0 5.0 10.0 0.85 0.70 None None W-10 AGWall1 East 0.260 0.300 23.30 1.0 2.0 6.0 0.85 0.70 None None W-11 AGWall1 East 0.320 0.350 6.00 1.0 1.0 4.0 0.85 0.70 None None W-12 AGWall1 North 0.320 0.350 6.00 1.0 3.0 6.0 0.85 0.70 None None W-13 AGWall1 West 0.260 0.300 16.00 1.0 1.0 5.0 0.85 0.70 None None W-14 AGWall1 West 0.320 0.350 32.70 1.0 5.0 10.0 0.85 0.70 None None W-15 AGWall1 West 0.260 0.300 16.00 1.0 6.0 10.0 0.85 0.70 None None W-16 FndWall1 North 0.280 0.250 6.00 0.0 0.0 0.0 0.85 0.70 Most Most W-16 FndWall1 West 0.280 0.250 6.00 0.0 0.0 0.0 0.85 0.70 Most Most W-16 FndWall1 West 0.280 0.250 6.00 0.0 0.0 0.0 0.85 0.70 Most Most r _ Door.lnformation` Name Library Entry Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area front PCH Front Door AGWall 1 32.0 0.189 4.3 No to garage PCH Garage AGWaLL 2 18.0 0.132 6.7 No bsmt-to-outside PCH BSMT FndWall 1 21.6 0.182 4.5 No side Fiberglass U-0.17 JD AGWaLL 1 18.0 0.147 5.9 No Attic Access Attic Access AGWaLL 4 11.5 0.168 5.0 No �Roof.'lnformation _._ 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 1281.00 1540.00 Medium No Sealed 0.035 No No Attic 1st sty R-39 SPF SA 435.00 459.00 Medium No Sealed 0.035 No No Attic LRoof.library List - -- Ceiling: R-39 SPF SA 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 6 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2790 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_021 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-57 Oasis at Mattituck, Corp. 2021_021 2790 Stanley Rd.P.CC.blg Information From Quick Fill Screen Continous Insulation (R-Value) 0.0 Cavity Insulation (R-Value) 39.0 Cavity Insulation Thickness (in) 6.0 Cavity Insulation Grade 1 Gypsum Thickness (in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 7.3 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Sealed Attic Note JTD REWRate- 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 7 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2790 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_021 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-57 Oasis at Mattituck, Corp. 2021_021 2790 Stanley Rd.P.CC.blg Mechanical "Equipment Number of Mechanical Systems 3 Heating SetPoint(F) 68.0 Heating Setback Thermostat Present Cooling SetPoint(F) 78.0 Cooling Setup Thermostat Present DHW SetPoint(F) 125.0 [Heat: -Prop Furn,64k;96%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 EL196UH07OXE36B Number Of Units 1 Location Sealed Attic Performance Adjustment 100 Percent Load Served 100 �-._ . .�. �r___w _ _w pDHW :P_.r _op,".ST, 1.50ga1,70% Water Heater Type Conventional Fuel Type Propane Energy Factor 0.70 Recovery Efficiency 0.82 Water Tank Size (gallons) 50 Extra Tank Insulation (R-Value) 0.0 Note A.O.Smith GPVT 50 200, AHRI 5497170, JTD Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 100 Cool: JD;15.1SEER,34.8K, 0 '` REM/Rate-_Residential.Energy.Analysis and Rating.Software.v.1.6.0;4. This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 8 of 14 uilding Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2790 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_021 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-57 Oasis at Mattituck, Corp. 2021_021 2790 Stanley Rd.P.CC.blg 77 Mechanical E+quipment4. 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 AH RI 203374690 Number Of Units 1 Location Sealed Attic Performance Adjustment 100 Percent Load Served 100 DHW.Efficiencies All bath faucets r*showers<=2gpm false W All DHW pipes fully insulated >=R-3 false Recirculation type None (standard system) Farthest fixture to DHW heater 40 TOTAL Pipelength for longest DHW run 70 DWHR unit present? false DHW Diagnostics dhwGpd 54.53 peRatio 0.65 dishwasherGpd 2.44 clothesWasherHotWaterGPD 4.48 EDeff 0.95 ewaste 23.58 tmains 57.60 dwhrWhlnletTempAdj 0.00 pumpConsKwh 0.00 pumpConsMmbtu 0.00 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 9 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2790 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_021 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-57 Oasis at Mattituck, Corp. 2021_021 2790 Stanley Rd.P.CC.blg PUGt Systems - - •---� �- : - .�:�. Name main Conditioned Floor Area(sq ft) 4546.0 #of Returns 2 Heating System Prop Furn,64k,96%JD Cooling System JD,15.1 SEER,34.8K Supply Duct Surface Area(sq ft) 920.6 Return Duct Surface Area(sq ft) 341.0 No bldg cavities used as ducts TRUE Type Location Percent Location R-Value Supply Sealed Attic 80.0 4.2 Conditioned space' 20.0 0.0 Return Sealed Attic 80.0 4.2 Conditioned space 20.0 0.0 Test Exemptions IECC TRUE RESNET 2019 FALSE ENERGY STAR LtO FALSE Duct Leakage Input Type Measured Test Type Both Tested Duct Test Stage Postconstruction Test LtO (Leakage to Outside), Total Duct Leakage Supply ft Return 10.00 CFM @ 25 Pascals 40.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable REM/Rate,-.Residential Energy:Analysis.and Rati,ng,Softwarq,y16.0.4 This information does not constitute any warranty.of energy costs or savings. O 1985-2020 NORESCO, Boulder, Colorado. Page 10 of 14 y Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2790 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_021 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-57 Oasis at Mattituck, Corp. 2021_021 2790 Stanley Rd.P.CC.blg (Infiltration and Mechanical Ventilation __ Whole Dwelling Infiltration Input Type Blower door Heating Season Infiltration Value 3.00 ACH C 50 Pascals Cooling Season Infiltration Value 3.00 ACH @ 50 Pascals Shelter Class 4 Code Verification Tested Mechanical Ventilation for IAQ Type Balanced Unable to Measure Mechanical Ventilation FALSE Rate(cfm) 110 Adjusted Sensible Recovery Efficiency(%) 85.00 Adjusted Total Recovery Efficiency(%) 48.00 Hours per Day 24.0 Fan Power(watts) 85.00 ECM Fan Motor true Ventilation Strategy for Cooling Cooling Season Ventilation Natural Ventilation Good Air Exchange for Multi-Family NA REM/Rate Residential Energy Analysis and Rating Software'V16:0 4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 11 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2790 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_021 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-57 Oasis at Mattituck, Corp. 2021_021 2790 Stanley Rd.P.CC.big Light a d Appliances Rating/RESNEf audit Ceiling Fan CFM/ Watt 0.00 Refrigerator kWh/yr 709 Refrigerator Location Conditioned Range/Oven Fuel Type Propane Induction Range No Convection Oven No Dishwasher Energy Factor 0.00 Dishwasher kWh/yr 270 Place Setting Capacity 12 Clothes Dryer Fuel Type Propane Location Conditioned Moisture Sensing Yes CEF 2.32 Clothes Washer Location Conditioned LER(kWh/yr) 704 IMEF 0.331 Capacity(CU.Ft) 2.874 Electricity Rate 0.08 Gas Rate 0.58 Annual Gas Cost 23.00 Qualifying Light Fixtures Interior Lights% 0.0 Exterior Lights% 0.0 Garage Lights% 0.0 Interior LEDs% 100.0 Exterior LEDs% 100.0 Garage LEDs% 100.0 REM/Rate Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. O 1985-2020 NORESCO, Boulder, Colorado. Page 12 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2790 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_021 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-57 Oasis at Mattituck, Corp. 2021_021 2790 Stanley Rd.P.CC.blg IMandatory Requirements IECC Requirements Verified IECC 06 false Verified IECC 09 false Verified IECC 12 false Verified IECC 15 true Verified IECC 18 false Verified NY-ECCC 2020 true Verified IECC MI false Verified IECC NC 2018 false EPA Requirements Rater certifies that the home complies with the following requirements for: None ENERGY STAR Version 3 Appliances Amount Refrigerators 0 Ceiling Fans 0 Exhaust Fans 0 Dishwashers 1 ENERGY STAR Multi-Family Checks Clothes washer is in a category with no ENERGY STAR options. NA Clothes dryer is in a category with no ENERGY STAR options. NA Apt or Townhome uses'Class AW'Windows. NA ENERGY STAR Version 3 Basements Basement Wall Area 50%Below Grad: true Basement Floor Area 1406.00 Slab Insulation Exemption: false Indoor airPlus Verification Checklist false EPA Field App ID REWRate- Residential Energy Analysis and Rating'Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 13 of 14 Aiding Summary . Iroperty Organization HERS ;Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating. 2790 Stanley Road 631-878-7808 2021-02-22 / Mattituck, NY 11952 Jerry DAmaro Rating No:2021_021 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-57 Oasis at Mattituck, Corp. 2021_021 2790 Stanley Rd.P.CC.blg `DOE Zero Energy Ready Home- Home ome 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 �� y 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 v1.6.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO; Boulder, Colorado. Page 14 of 14 knupujai- CERTIFICATE OF INSULATION [n;fW6R3GWftrvFlN For the following home: Lot 3 -The Fields at Mattituck; 1000-106-08-57 STREET ADDRESS 2790 Stanley Road New York 11952 CITY STATE ZIP R-VALUE THICKNESS Closed-Cell Spray Polyurethane Foam Rafter Bays-6 inches Attic No-Bum Plus ThB Intumescent Attic Gable End-iNalls-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: Garage Calling=16 inches Garage Calling:2-1-ayers Knauf Ecobatt R-25 in 2nd floor plaiforni(total:R-50) The undersigned certifies that Knauf Insulation products have been installed in accordance with the manufacturer's recolnmended applications for these products, Hunter Insulation INSTALLING COMPANY STATE LICENSE 675 Elton Street STREET ADDRESS Riverhead New York 11901 CITY STATE ZIP SIGNATUR DAT ;Ift Contractor's Submittal . � +�$" �� &is,.� Material approved for use in project. !�' „ tcttaul if4SULr�rioN:fNc. 2790 Stanley Road,Mattituct: ,��e�6' g One Knauf Drive Approved by D'Amaro Engineering and Surveying,P.C. Shelb, die, IN 46176 W' rr°CR Technical Support —� o —�i�-elf•{c;+ f3171,398-4134 ext.8727 tl?Gfll9Ssl—�- y, /�� 4�•3�° � ':isf:.t:ri,s'sr^2�fone_._,121i_'r11.!:v:t_: ED JAN 2 3 2023 til-2o FEB15 ZQ?_3 i 2020 Knatsf Insulation,Inc. 6llB 3Sn�6-W01-D (3�N DATA SHEET L ��, ,� �► Zvi �� Basement Wall Insulation � with ECOSE° Technology , gym. 13UILUI'Nb UtN I. TOW1\1 OF cnt DESCRIPTION Hunter Insulation Basement Wall Insulation is a fiberglass blanket laminated to ! CONTRACTOR: SOB: The Fields at Mattituck- Lot 3 a perforated facing that can be left exposed. It is also available DATE: January 9, 2023 unfaced for non-exposed areas such as crawl spaces. It gives.you the flexibility to apply the insulation horizontally or vertically, which allows for either half-wall or full-wall. Perforated facing is recommended for the majority of basement wall applications. DOING 'MORE FOR • • • WE LIVE IN. The perforations in the facing allow moisture to pass through the material, reducing the possibility of condensation and ensuring 'InsulationKnaUf e e e e logy are .e proper thermal performance. using our o se. e ee- alternativeto the, e e ® e- e binder APPLICATION traditionallye e e e binder e e e product te•- - e r e • New construction or for retrofit in existing homes SPECIFICATION COMPLIANCE All e 6ur produ defrorn sustainable resources. • ASTM C665 such as recycledglass and sand–And e to • Type H, Class A, Category I I e glass,. badk to work rather than into • IECC Code for a continuous R-value with a Class A Fire lan0fills.0ur,products aremadlewith, of 50% rating with no further modification recycled glass—totallingan average of 26 millionbottles eachniontb. INDOOR AIR QUALITY • EUCEB Certified withECOSf-@ Contractor's Submittal Material approved for use in project. 2790 Stanley Road. Mattituck Approved by D'Amaro Engineerin-and Surveying P.C. � •., FORMS AMWUBLE R-Valuer Dimensions 'Facing 3.5"x 48"x 60' .� R-11 PSK Perforated(White) �. . 3.5"x 88"x 60' ' TECHNICAL DATA 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�O-BURN Intumescent Coating Spray Polyurethane Foam insulation PRODUCT DESCRIPTION No-Burn Plus ThB is an International Building,International I I t l Residential,and National Fire Protection Association Life r — 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 intumescent coating,Plus ThB is applied to spray polyurethane foam insulation,achieving the fire performance prescribed. 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 (170 L) 586.5 lbs. thickness,which shields the substrate and significantly (1 Shelf Life: 12 months in unopened sealed containers, reduces its rate of combustion. properly stored Designed with the professional in mind,our simple one- Storage: 40°F (4°C) - 90°F (32°C) coat spray application achieves the code compliance you Best Practices for Safe Handling &Storage need with a water-based,low VOC emission formula, available in white and tinted coloring. PLUS ThB PRODUCT SPECIFICATIONS Code Requirement Compliance Color: White/Gray/Tinted Thermal Barrier Assembly 15 minutes: ER-305,TER 1905-03 Intumescent Color Wheel&Tinting Ignition Barrier Assembly 5t minutes:ER-305,TER 1905-03 White Gray Exterior Rated Wall Intertek Design Listing: Finish: Flat Assembly BASF/FI 30-09 pH. 7-8 Interior Finish FS 0 SD 10,Class A Application: Best Practices for Application Vapor Retarder 5 perms,Class III Film Thickness: Reference Code and Compliance Report USDA Incidental Food ANSI/NSF 51 Food Zone Dry Time: 60-90 minutes Contact Materials Overcoat: Water-based with pH of 7-8 Contractor's Submittal Safety: Plus ThB Safety Data Sheet(SDS) Material approved for use in project. VOC Content: 18 g/L 2790 Stanley Road. Mattituck VOC Emissions: CDPH (CA Spec 01350) Compliant Approved by D'Anlaro 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 some 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 httos7//www.noburn.com/policies-procedures/ Co 2021 No-Burn,Inc. UPDATES AND CURRENT INFORMATION Revised 10-Nov-2021. The information in this document may change without notice. Made in the USA SUBMITTAL SHEET DATA SHEET EcoBatt° Insulation Wfflk�P!ATIHN with ECOSEO Technology LD WE LIVE IN' DESCRIPTION Hunter Insulation EcoBatt batt insulation is a cost-effective thermal and acoustical CONTRACTOR: barrier for ener SOB: The Fields at Mattituck- Lot 3 gy-efficient construction. Ecobatt insulation DATE: January 9, 2023 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- DOING MORE • e WE LIVE IN. Free batt insulation is flangeless kraft-faced batts that friction fit between 16" on center wood studs, eliminating the need to staple. risulation ` " With J ® ` logy made using our patented, e e ,. •, binder APPLICATIONS alternative tothe a e e e , , e tr traditionally;used lin The Cavity walls, exterior and partition walls, floors, ceilings, glasspr``uctsbio-based L binder holds our�producttogetheri gives the product its attics, basements and crawlspaces :unique appearance andmalms'it formaldehyde-free.. SPECIFICATION COMPLIANCE All of our products e , from eresources, • ASTM C665 (facing); , proud to • Type I, Class A, (Unfaced) , bottlese workrather • Type 11, Class C, Category 1 (Kraft) landfills.,10ur ,. , of ®•. • Type I ll, Class A, Category 1 (FSK-25 foil) recycledglass—totaling attaverage of 26 millionbottles • Type Ill, Class B, Category 1 (Foil) eaclimonth. • California Energy Commission • MEA #498-90-M with ECO SE • State of Minnesota INDOOR AIR QUALITY • UL Environment • GREENGUARD Certified • GREENGUARD Gold Certified • Validated to be Formaldehyde-Free • EUCEB Certified Contractor's Submittal Material approved for use in project. 2790 Stanley Road. Mattituck Approved by D'Amaro Engineering and Surveying, P.C. e 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. x s g LIPA Long Island Power Authority 2012 Combustion Safety Testing Form LIPA ENERGY STAR®Homes FEB 1 5 2023 Certified Home Address: 2790 Stanley Roads 3 City: Mattituck BUBLCDIWl7EPT 6 Builder Name: Oasis at Mattituck Corp. Builder Tracking# 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: February 7, 2023 Outdoors Temp During Test: 37 OF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: 0 pa. CAZ Ambient CO: 0 PPM Test Pressure: -5.3 pa. Appliances/Fireplace Simulated for Test? Yes_ No Net Change: -5.3 pa. If Yes,Total'CFM Simulated - (explain in notes) NOTES: Fireplace is a sealed unit with all combustion air from outside. Heating'Sysfem; Primary: Yes ✓ No_ Type: Furnace ✓ Boiler_Heat Pump_Other .. z Ventine Tvye s t . DraSin Mage ": Sin Mage.' CO' : . CO E Iden 'Fuel Type.: Circle T e Pascal, (Worst Case)'; atural ••= °. orst.Case) (Natural) Rating: N_P'' O_E N V_M_S✓ - Pa. Pass ✓ Fail_ Pass✓ Fail_ 14 PPM 14 PPM Yes ✓ Tie: Standard Tank Indirect ✓ Tankless Size: 119 Style Common Vent❑ Water.Heater' Primary: a No _ Instantaneous Commercial (See Note S below) (Gallons) Stand Alone s a - Venlin�Tvtie 3 Dra 'Soil, ,• S illa a(Natural] GO CO E"icien" Fuel Type (Circle.Type) .. `.'` `y„(Pascal)' (Worse Case)., (Worse,Case) (Natural) EF: N P ✓O E N M S ✓ - Pa. Pass ✓ Fail Pass Fail 20 PPM 20 PPM Oven° Oven is Electric or No Oven Exists 19 Oven Range Hood Vented to Outside Yes ✓ No_ Oven CO - PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 'Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style.. Commonl Vented with Heating System or Stand Alone(Independently Vented or hand S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Jerry D'Amaro Rater Number: 2614397 Rater Signature: Date: February 7, 2023 lh brm 90106 02 CST Form 2012 Effective 1/1/2012 Corresponds to BHI -2012 REM/Rate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificat Project Title: New Home 1000-106-8-57 FEB 1 5 2023 SUILDIMG UE OLi3 Report Date 2023-02-07 -T�FjWN0rS®f9 Data Filename 2021_021 2790 Stanley Rd.C.CC_HERS.bIg Energy Code 2018 IECC as amended in the 2020 New York State Energy Conservation Construction Code Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Propane Glazing Area Percentage 13% Heating Degree Days 5294 HERSlndex 52 Construction Site Owner/Agent Designer/Contractor HERS Rater 2790 Stanley Road Signature Five Loan Trust Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 2790 Stanley Road 3080 Route 112, Suite C Jerry D'Amaro Mattituck, NY 11952 Medford, NY 11763 Certification#2614397 631-569-4513 631-878-7808 Building Information Conditioned Area (sq ft) 4613 Conditioned Volume (cubic ft) 52890 Insulated Shell Area (sq ft) 8975 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($/yr) 5817 Maximum UA 503 Your Home Energy Cost($/yr) 5064 Your Home UA 475 Better Than Code (Perf) 15.4% Better Than Code (UA) 5.5% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R39,FG1,OC-SPF** 1281 39.0 0.0 39 Roof 2: R39,FG1,OC-SPF** 435 39.0 0.0 13 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid** 2773 15.0 5.0 151 AG Wall 2: R15,FG1,4-16** 237 15.0 0.0 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. 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 AG Wall 3: R-16.7'JD OC SPF** 375 11.7 5.0 23 AG Wall 4: R15,FG1,4-16** 110 15.0 0.0 9 Joist 1: Cond - ambient 164 13.0 5.0 0 Joist 2: Cond-garage 25 13.0 0.0 0 Joist 3: Cond - ambient 65 13.0 5.0 0 Window 1: U:0.30, SHGC 0.27 DH** 239 0.300 72 Window 2: U:0.30, SHGC 0.28 DR** 82 0.300 25 Window 3: U:0.28, SHGC 0.31 PIC** 71 0.280 20 Door 1: PCH Front Door** 32 0.230 0 Door 2: PCH Garage** 18 0.150 0 Door 4: Fiberglass U-0.17 JD** 18 0.170 0 Door 5: 1-3/8 Wd panel 12 1.111 0 Floors Over Garage Floor 1: R30,FG1,X-16** 18 30.0 0.0 1 Basement Walls Wall 1: R-11 Blanket-8ft** 1587 0.0 11.0 87 Wall 2: R-11 Blanket- t** 250 0.0 11.0 14 WiCo 9, SHGC 0. CS** 28 0.290 8 Do22 0.220 0 Duct alue InfilHt .06 ACH50 QMecqu' entHered air distribution, 43.0 kBtuh, 96.6 AFUE. Heating: Fuel-fired air distribution, 43.0 kBtuh, 96.6 AFUE. Water Heating: Conventional, Prop, 0.71 EF. Cooling: Air conditioner, 24.0 kBtuh, 16.0 SEER. Cooling: Air conditioner,24.0 kBtuh, 16.0 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 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 2 of 3 REM/Rate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate 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. I further attest that I am a certified Home Energy Rater and affiliated with 1146rD , a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. C—�Wltllld Name-Title Signatur Date REWRate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 r Bruce Palmieri <bpalmieri444@gmail.com> Lot 3, #2790 Stanley Rd, Mattituck pics 1 message Bruce Palmieri <bpalmieri444@gmail.com> Thu, Jan 12,2023 at 11:00 AM To: Bruce Palmieri<bpalmieri444@gmail.com> 4 attachments 20230111_125057.jpg 3538K 20230111_124916.jpg i 3316K 20230111_124701.jpg 4200K 4 20230105_130706.jpg 3541 K � Ii11��i"� f r �l 1. i11t" • � D��I� i FOUNDATION(1ST) e 1 • 1 ROUGH 'PLUMBING ohm - C� �. 'l' 1 r U.1��' INSULATIONIrw STATE ENERGY O, PON PAY- NO UAGAL, . AA s ADDITIONAL COMMENTS NAA 7i► c3 t�ttCo� 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 For Office Use Only PERMIT N0. Building Inspector: MAR — 2 2021 Applicationsand formsmust be filled.out in theirentirety.Incomplete - -- applications will not be accepted.:;Where the Applicant,is riot the owner,an 'CWner's Authorixatiorrfonn(Page 2)shall be completed, . Date:February 18, 2021 OWNER(Sj OF PROPERTY: Name:Zenith Propertv Group LLC _ SCTM#1000-106.00-08.00-057 Project Address:2790 Stanley Rd.,,Mattituck NY 11952 Phone#:917-626-2996 _____...... .,w,._ Email�monumentalproperty@yahoo.com Mailing Address:3080 Route 112 Suite B Medford NY11763 Cow+rracr PERSON: ;, Name:Christopher F. Dwyer_..__......_... .. ... .__.. _._. _._ _ ....._. ._._.._.__ .__. . ._.. .... Mailing Address:437 South Country Road, Brookhaven, NY 11719 Phone#:631-286-8668 Email:cdw „er Ikma.com __,.._.... ..........__. ..._ .......,. DESIGN PROFESSIONAL INFORMATION:,._" Name.Robert A. Steele,r P.E., Executive Vice President, L.K. McLean Associates,_P.C. Mailing Address:437 South Country_Road, Brookhaven NY 11719 Phone#:631-286-8668 Email:rsteele Ikma.com CONTRACTOR INFORiMATION:' Name:Oasis at Mattituck Corp. Mailing Address: 3080 Route 112 Suite C Medford NY 11763 Phone#:631-767-4807 Email: eter moderns ehomebuildin .com DESCRIPTION OF PROPOSED'CONSTRUCTION RNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? BYes ❑No Will excess fill be removed from premises? BYes []No 1 PROPERTY INFORMATiON',:,::.. . Existing use of property:Vacant Intended use of property:Single Famil Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC this property? MYes ONO IF YES, PROVIDE A COPY. Check B"0x:After Reading.,.The owner/tontrador/desian Orofessionai is responsible focal#drainage and'storm water.issueses provided by cbaptei 235 of the town Code."APPLICATiO'N IS HEREBY MADE to'fhe,Building oepirtment for the bsuance of"a.8uildliri perrhit puritiaht to the 8dilding Zdne Ordbiance 4f the 1"own of Squthold,Suffo#k,'county,New York and other applicable Laws,Ordinances ar Regulattafii for the construction of build Ilnj s additl4nts,alterations orfor:rarncval or demolftionas herein descritied:'rtie applicant agrees to comply wltti all•app#irable laws,ordinertoxs,Fiuikling Bode; b'biising code'and`regufatlons'and to admit at¢horized"inspectgrs on premises and lri b%Ading(4 for naaessa`ryinspeactions:False statements made herelp are ;pumisbatilo'as a these A misdemeanor pursuant to§ect#oq ZIO'' of the'N'ew York State Penal Eaw. Application Submitted By(print name):Christopher F. Dwyer I]Authorized Agent ❑Owner Signature of Applicant: W /= 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. Sworn before me this �dayof February 2021 Notary P I is lvo omArsyil3toT°ruWE�NDPRRTY OWNER AUTHORllONo �Whe et the owne � 1brk srY7i&2 / John Popovitch residing at 3080 Route 112 Suite B Medford NY 11763 I, do hereby authorize Christopher F. Dwyer (LKMA)to apply on my behalf to the Town of S uthold ing Department for approval as described herein. o 02 / O er's Signa re Dat John Popovitch,Zenith Property Group LLC Print Owner's Name 2 EE � ��] � I DING DEPARTMENT- Electrical Inspector JAN 2 6 TOWN OF SOUTHOLD C2 BUILDING DEQ�L®wn Hall Annex 54375 Main Road - PO Box 1179 � '' fOWt,4 OF SOUTH Southold, New York 11971-0959 Telephone (631)1765-1802 - FAX (631) 765-9502 rogerr(cDsoutholdtownny.gov — Seand@southoldtownny.gov . APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN I ORMATION (All information Required] Date: I I f Company Name: Gec-Ab � n t In d Name: rK u License No.: �}-6()6— t-A I✓ email: 11 Phone No: 31- () - qg VI request ansemai c py of Certificate of Compliance Address.: S 1. .3 JOB SITE INFORMATION (All Information Required) Name: Address:O '£ Cross Street: 'Phone No.. BIdg.Permit#:_ 5�^ ` email: Tax Map District: 1:000 .Section: Q(D ;` Block: tot: 57 B D TION OF WORK (Please Print Clearly,) 1�9Q ant �ul��')in4 p� UC-1. f C Check All That Apply: 6ES Is job ready for inspection?: ❑NO [7(Rough In ❑Final Do you need a Temp Certificate?: [ YES ❑NQ Issued On Temp Information: (All information required) Service Size �1 Ph ❑3 Ph Size: a��A #Meters_ Old Meter# VNew Service ❑ Service Reconnect Underground ❑Overhead # Underground Laterals [—]l 02 ❑H Frame ❑Pole ` Work done on Service? P�Y ❑N Additional Information: � :d p as Bin PAYMENT DUE WITH APPLICATION Flectrical-laspection_Eo m?020-xlsx tL ( V' osoFFoc,�� BUILDING DEPARTMENT-Electrical Inspector o .�< TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold NY 11971-0959 X4.4 �a0�� Telephone (631) 765-1802 l Temporary Certificate # Date 2022 Customer Name 0CL Electrician Name ��C-z1 Address Z one 9N Z0qA e-mail e-mail 69v 10 K1& Phone License# 06 M61 Size ., A' Phase Underground. #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#F77 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 4vali s from the date abo Authorized by A-) D o O o S>, A EMERGENCY SERVICE X, A 21 Frowein Road Center Moriches NY 11934 631-874-2098 info@puccioelectriccorp.com Job Name& 1 Lo O (� ` S p, Address �{ k Qty A/C Units DO AMP P Are Fault Breakers Breakers Used Ceiling Fans Dish Washer Dryer OLECTRIC Dual Function Breakers Exhaust Fans Fan Speed.Control Fire Place Florescent Lights GFI Breakers GFI's Heat Sensors Hi Hats Lights POOL/Spa ` Outdoor Lights Pool Lights Outlets Switches Panel Pump Septic Line Outlets SM/CO Combo GFI's Smoke Detectors Timer Stove `)L)RL- AS ELECTRI Breaker(s) Switches ub Panel Total Breakers Bonding Washer GAS ELECTRIC ro , E (1l 1 DING DEPARTMENT Electrical Inspector . %UFFDLN 2..6 TOWN OF SOUTHOLD o r rower QF souEP n Hall Annex -154375 Main Road - PO-Box 1179 t to , Southold, New'YOrk'11971-0959 Telephone 631 `765-1802 - FAX 631 765-9502 :'_• P � ) � ) ,� roger�@southoldtownny.gov - seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION . ELECTRICIAN I ORMATION (All Information Required)' Date: ) I I Company Name: G.GG o t n t4 r C, Name: M CLr t}. License No.: y-<'6p 6- t A JE email: ' , Phone No: 31- % - q 9 �I request aniema.i l ' , py.of-Cbr'6ficate'of Com-pliance Address.: ..r M* JOB'SITE INFORMATION (All Information Required)., Name: ts,_ ... ► Address: PAA9 . Cross Street:: .y .. . .. Phone Bldg:Permit#: ' ;email: Tax fUlap District: 1:000 .Section: p.(a Bloc k;, LOU *. B . D TION-OF WORK.(Please.Print Clearly.); wed UgAhyl 60A Check All That Apply: Is job ready for inspection?: [. YES ❑NQ lough In [:]Final Do you'need a Temp Certificate?: [dYES ❑NQ Issued On Temp-information: (All information required) Service Size PT Ph ❑3 Ph Size: o�,Q(� A #Meters _ Old Meter# [ New Service ❑ Service Reconnect .ZUndergrourid Fl Overhead #Underground Laterals ❑1 ❑2 ❑H Frame❑Pole i Work done on Service? �Y ❑N Additional Information: 1•le d p CLS bin as bass i 1 t- �/V\J/J�/ PAYMENT DUE WITH AP_PLICATION FlectricaLlnspection-F_orm2020 A x ��- PERMIT# \�Aciclr ss: - Switches Outlets1je I GFI's ' Surface 1 l Sconces HH's �� . . UC Lt Fans ... ..Fridge HW Exhaust; Oven W/D Smokes DV1/ Mini.rs.�, Combo Cooktop Transfer' AC AH w.. Hood Service U Arrtps Have se special:. Comments: LIE&A LETTER OF TRANSMITTAL L. K.McLEAN ASSOCIATES,P.C. DEPT. TOWN CONSULTING ENGINEERS BUILDING S UVOLD DATE: 10/21/21 1 PR01 NO.: 20099.000 437 SOUTH COUNTRY ROAD ATT: Amanda Nunemaker BROOKHAVEN, NEW YORK 11719 RE: Fields @ Mattituck Lot 3(revised) TO: Town of Southold Building Department 54375 Main Road Revised Oasis Site Plan PO Box 1179 Southold,NY 11971 We are sending you 5-1 Attached F1 Under separate cover via the following items: Shop Drawings Prints X Plans Samples Specifications Copy of Letter Change Order Other: Copies Date No.Sheets Description 4 10/21/2021 10 Oasis Site Plans Lot 3(revised) These are transmitted as checked below: For Approval Approved as Noted Resubmit Copies for Approval X For Your Use Returned for Corrections Submit Copies for Distribution As Requested No Exception Taken Make Corrections as Noted For Review and Comment Other: For Bids Due Prints Returned After Loan to Us REMARKS: I Copy To: LKMA File,Zenith Property Group LLC Signed: Christopher F.Dwyer,Associate(Auth.Agent) LIURA L. K. McLean Associates, P.C. ❖ 437 South Country Road • Brookhaven • New York 11719 (631)286-8668 • FAX(631)286-6314 ❖ 25 Newbridge Road • Suite 212 • Hicksville • New York • 11801 https://www.lkma.com RAYMOND G.DiBIASE,P.E.,PTOE,PTP,PRESIDENT and CEO Associates ROBERT A.STEELE,P.E.,EXECUTIVE VICE PRESIDENT CHRISTOPHER F.DWYER JAMES L.DeKONING,P.E.,VICE PRESIDENT STEVEN W.EISENBERG,P.E. ANDREW B.SPEISER MATTHEW C.JEDLICKA,LEED AP KEITH J.MASSERIA,P.E. VINCENT A.CORRADO,P.E. TAMARA L.STILLMAN,P.L.S. October 25,2021 Town of Southold - Building Department R 54375 Main Street (NY-25) II P.O. Box 1179 OCT 2 7 2021 Southold,New York 11971 BUILDING DEPT. Attn: Mr. Michael J. Verity, Chief Building Inspector TOWN OF SOUTHOLD Re: "The Fields @ Mattituck"—Lot#3 (1000-106-8-57) -2790 Stanley Road Modifications to "Oasis" Model by Oasis at Mattituck Corp. LKMA Project#: 20099.000 Dear Chief Building Inspector Verity: On behalf of the Oasis at Mattituck Corp.,owners of the Fields at Mattituck Subdivision on Stanley Road Ext., enclosed you will find four (4) sets of updated construction drawings for the "Oasis" Model that was previously approved for this lot in Mattituck. Due to material supply chain issues and functionality preferences the developer/owner had their design professional make minor changes to the plans. These changes were appropriately identified by the Town's Building Inspector (John Jarski) and we have since memorialized them with this submission to your Department. Enclosed you will find the following documents to support your permit review; • Four (4) sets of Sealed Architectural Plans. Should you require any additional information on this building permit submission do not hesitate to contact my office at your convenience. Very truly yours Christopher F. Dwyer CFD:cfd CC: The Oasis at Mattituck Corp. LKMA File Copy (drawings scanned to server) TODAY'S CHALLENGES I TOMORROW'S SOLUTIONS Since 1950 Bunch, Connie From: Lanza, Heather Sent: Monday, October 31, 2022 11:00 AM To: Chris Dwyer, Bunch, Connie Cc: Pat Moore Esq; Peter Bukowski; Bruce Palmieri Subject: RE: Co's for 7, 11 &26 Hi Chris, Do you have surveys showing that the clearing restrictions were followed for each lot(40%max)? We will come out for an inspection of the lots to see that the clearing restrictions were followed. I hope they were followed on the other 14 lots! What is the status of street trees. Are they planted?Are they in the bond? If so, that can wait. I can come out for the inspection on Wednesday afternoon, about 2:30, weather permitting. j Heather From:Chris Dwyer<cdwyer@lkma.com> Sent: Monday, October 31, 2022 9:52 AM To: Bunch, Connie<Connie.Bunch @town.southold.ny.us> Cc: Lanza, Heather<heather.lanza@town.southold.ny.us>; Pat Moore Esq<pcmoore@mooreattys.com>; Peter Bukowski<peter@ mode rnagehomebuilding.com>; Bruce Palmieri<bpalmieri444@gmail.com> Subject: Co's for 7, 11 &26 Good morning Connie, Thanks for taking my call earlier this morning and confirming receipt of the documents submitted for Lots 7 (4525 Stanley Rd), 11 (4285 Stanley Rd)and 26 (3100 Stanley Rd). It is my understanding that there are no additional approvals needed by the Planning Department to issue CO's for the individual lots within this subdivision (filed map). I believe this condition was addressed earlier by Heather Lanza before the issuance of the other 14 CO's. I have copied Heather and the applicant's attorney, Pat Moore,who tackled this matter earlier in the process. Heather—could you confirm that this is in fact the case? Thanks in advance 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 1 www.lkma.com I cdwyer@lkma.com LIAMA ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. z 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 being 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@lkma.com &A ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 SURVEY OF PROPERTY N/F MON.FNB. EVE STRAUSMAN WINSTON N/F E V0. UGO RONDINONE ON THE 3 e�w D.L. N 68.11�10� E VON ON.FND. -- r�---- �- ------ 3— 02, E a _ SUBDIVISION MAP OF .4� ::�� :�'�:�.�.�:�.�'�•�:�.:•�•�•�•�':.��'� :�.:� :� :� :: :� :� :��•��.:�•��.��'��':�'��' :�•��'��•�� ••� ��.�� •.:��•.�.---�-,-�T• ...::: :�::�::�� THE FIELDS AT MATTITUCK Nti �. ' . ' . ' . ' : LOT i FILED MARCH 31, 2006 AS MAP NO. 11370 • :1: . SITUATE AT MATTITUCK • ' TOWN OF SOUTHOLD 3 ; :NUN DISTURBANCE NATURAL•VEGETATION I. 1 SUFFOLK COUNTY,NEW YORK RETENTION;BUFFER ' 1" 3 00 AREA OF PARCEL = 100,312± SQ.FT. OR 2.303± ACRES 1 0 N _ q 1 1: y 1 W NOTES 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. I Q 1 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. .I I 3. ELEVATIONS REFERENCE NA VD 1988. p I I W UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND L,, 4. SURVEYORS SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE �V EDUCATION LAW. 1. in V ^ ^ I 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND 2 I 1 W 1 SURVEYORS EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. > Cell 2 ~ •I 1 0 �I 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS VACANT /�_/, SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 1 " I ~ 1 THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND V 1• • ;;I 1 I J TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO 4 I 1= ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. I 654-84' 7 UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON Y THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL _— I __ UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE 0- V RESPECTIVE UTILITY COMPANIES. 1' I op 8. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. 7 9. THE SURVEY CLOSES MATHEMATICALLY. 3 0x70 ------- v v_ X69.8 O (b 1. I '34 0 �0.2 I� E E Al ' E � '��+ ,/�� LEGEND o F N j,* C� FIRE HYDRANT • :I c�,t6 P�,// (�'`� a L. ST O 'BUFFER AREA 600 SET . ' p �� /.\ �P� /�� ' —T—.•.•..•••••.••UNDERGROUND TELEPHONE tiro OpO y �,\�v5 * �Q �y Q .............. TELEPHONE MANHOLE 'I —E—...........••UNDERGROUND ELECTRIC —W—.•••••••••••••UNDERGROUND WATER • •:'I X69.4...!!! J�� ■ •••••••••••.•.CONCRETE MONUMENT CP 3 to 050528 a0� / / B 148, \ 4A D 02/12/21 T.L.S. Added property comer monuments set T.L.S. DATE BY DESCRIPTION JAPPROV. HY REVISIONS 69, x CERTIFIED TO: Town of Southold t✓ �� / / 1.ZENITH PROPERTY GROUP LLC Suffolk County, New York 2.FIRST INTERNATIONAL TITLEAGENCY Stanley Road q ' Mattituck, New York 2poo\`� I hereby certify that this map was made from an actual survey Survey of Property SUFFOLK COUNTY REAL PROPERTY TAX MAP / completed by me on 05/13/2009 and updated 01/14/2021. L. K. MCLEAN ASSOCIATES, P.C. DISTRICT 1000 _ CONSULTING ENGINEERS & LAND SURVEYORS q 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK SECTION 106.00 I ��(.�0. BLOCK 08.00 X66.P TAMARA L. STILLMAN, P.L.S. Su veyed By: KG/JL Scale: 1 40• Sheet N. LOT 057.000 NYSPLS No. 50528 Drawn By. GLB Date: 12io9i2o2o zil PA20099.000 Flelds P Mattituck Engr 8 Survey\Survey Dept\Drawings\20099.000 lot 3.dwg 6/29/2011 4,17 PM Tamara Stillman Approved By. TLS Flee No. 20099.000 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SINGLE FAMILY RESIDENCE ONLY N/F N/F EVE STRAUSNAN VINSTON UGIT RUNDINONE DEVELOPED DATE 2/9/2021 H.S. REF. NO. R-21-0117 PUBLIC VAT£R DEVELOPED N 68'11'10' E -- -- 302,95' PUBLIC VA TER __ APPROVED ' L— �_ FOR MAXIMUM 4 l BEDROOMS o ti m 6, \ ell EXPIRES THREE YEARS FROM DATE OF APPROVAL Oi N 82 1 a — ' EXCAVATION INSPECTION REQUIRED ` FOR SANITARY SYSTEM BY HEALT ` NON DISTURBANCE NpIDRAL VEGETATION H DEPARTMENT 3OF R I� RETENTION\� �E I � � o ) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES CU D w l j ) / ' r 1 q 1 u c.pt.nK' e 70 _ PROJECT x LOCATION / � m TT 1 (y a 3 A< `.lydtt-r--k H/:& 4.5 m O � o y't�o'� 1 1 4 \ ag 1 1 IST) St►�"' y ,a O = 74' PROP. 11 1 y \ WATER SERVICE` �• 5 LOCATION MAP ` MIN. l Cyr �''k a2 � •M7.,> 1 SCALE: 1^- 1.000' 7J \`. /Q��G� �ti / :— PROPOSmGS 2 STORY RESIDENCE LP 1 '1 - 4 BEDROOM YYY ZONIN RAR (RESIDENTIAL)i S M ,/•� sarml. 1000-toe-D8-057 72 - 70 , SITE AREA 1.524 ACRES GENERAL NOTES: a0 _' - /� • �� 1. THERE ARE NO KNOWN WELLS(DEEP OR SHARON')WITHIN 150'OF PROPOSED SANITARY STRUCTURES. 2. THERE ARE NO KNOWN STORM DRAINS WITHIN 20'OF PROPOSED CESSPOOLS. 3. THERE IS A WATER MIN AVAILABLE ON STANLEY ROAD. .. I _ �!>• �// /� r�c� 4. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 REDitOOMe Z _ 9p, p-O / �ti�/i SURVEY NOTES: 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS, 71 - 2. ISL BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM,LONG AND ZONE DEPTH EXISTING 3. ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1958. GRADE 4. TOPOGRAPHICAL SURVEY OBTAINED FROM 2014 USGS CMGP UOAR:POST SANDY FROM THE NATM&OCEANIC AND ATMOSPHERIC �• `N_V / /y- ADMINISTRATION 0.0' 83.00' 5. PROPERTY SURVEY PERFORMED BY LK.MCLEAN ASSOCIATES, P.C.ON 5-13-2009 k UPDATED ON 11-25-20 PROP. U.G. / �J /• lP�, � _ ELECTRICAL / -'/ / PROPOSED BUILDING 2/8/21 MFAS PER COMMENTS FROM SCDHS DATED 2/5/21 CFD PROPOSED ASPHALT DRIVEWAY CLAY AND SANDDATE BY DESCRIPTION APPROV. BY _ �69/ �'— PROPERTY UNE 8 55.00' REVISIONS _ r _ I // / -CM- PROPOSED CONTOUR / TOWN OF SOUTHOLD 11.0 E,OSIING CONTOUR PROPOSED CLEAN OUT SUFFOLK.COUNTY NY I ' (tT; PflOPosm SEPTIC TANK THE FIELDS AT MATTITUCK / SAND AND GRAVEL (t% PROPOSED SANITARY LEACHING POOL s 19 74 PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL oFNf LOT 3 PROPOSED SANITARY PLAN j PROPOSED 8'ADS ROOF DRAINAGE PIPE 22.0' 41.00' SPO S A.g r SITE PLAN / 19 PROPOSED 5'.DRAINAGE STRUCTURE(SOLID COVER) TEST HOLE BY YOUNG k YOUNG, LS E:: LAK.MCLEAN Emallimm 437�ASSOC:IATES,�P CYC• "' n.oama v nc ma v io m r.o�n SCALE: 1'= 40' 2` PROPOSED WATER SERVICE (NO WATER ENCOUNTERED) n ° D� By: MF CFD Swk, AS NOTED Sha.S NO' rv.r«viol am.. r n.ar�n �Q 2 ---�—PROPosm u.c.EtECTFLK:sERWCE HIGHEST EXPECTED GROUNDWATER 6 EL 0.5' �" 1e4 n.ATMiM..sm°.oa errs rn % / Q 0 20 40 FM `` I / EX UNDERGROUND TELEPHONE TEST HOLE 1 7 97,�'''�: Dro.n e, MF DEC. 2020 mos n.tut mar v aiK .. S A L oAw..nn+t sera on m"" V N.T.S. FfSSION Aw-ad By: RAS FLT.No. 20099.000 SURVEY OF LOTS 1-3 INCL.,LOTS 5-11 INCL., 13-17 INCL.AND 20,21 AND 27 MAP OF THE FIELDS AT MATTITUCK FILED MARCH 31,2006 AS MAP NO.11370 LOCATED AT MATTITUCK MAP OF SUNSET KNOLLS, SECTION TWO TOWN OF SOUTHOLD MAP NO. 5448, FILED 4/9;70 AREA SUMMARY SUFFOLK COUNTY,NEW YORK --�-- I --�_-� -- LOT LOT AREA —/) ND. SR.FT. rVr 1 56,640 ao y ao n SUNSET 4 2 61,994 T-N'; v/! 3 100,312 I DANIEL VµD MARIA T �� i ` q^ y h W h V] h S.LVA. WILL SITE 5 38,395 + .w antsorn • WD-L�RB �@ I I VI~ N/F pNOREV AND I MICHELLE AND I �a,,, I 6 41,673 31 N/! I pl CONS'ANTINOS MARIA STEVEN NACROSI 7 36'951 p��,p $ � a �Z• I PEGGY I N/F 'CATNERIAC AND MI DI L(M70VROS AND MARKELLAI MpF IPLES SAFlQ K COMTY bo�✓ I tOLKAi WATER AUrHce:rY �fR 8 32,744 O THANKS PANDIT KONSTAN/IMIDES ® L Ill PERTSINIDES .::'G j I I i4 4r r2E•aBTo / 422.38' I 0°g�0 S22.20V7"r _ 9 56,959 SPl•4B'40"E r'ai c a,•r� a LIIC a7-C Davy 70 47,933 $ �• 10. cam' - - - - - - ,•vii aLTnG. s., — �L — � c� V� (NC,K °1 ER — .71 es'WIDE EXISTING AND/DR 17 37,104 F —�( q m� 21 8 \ice \ RELOCATED aoW. — — J "r 13 51,437 ne � p. 4G xcTx MD / �+ i O =7A 13 I 2 — 14 50,8503, W /O "' Lago-lac FA AI-o7soro 1ti 14 scT O \ �C N/F I 4 1 I SCTx All (�0 1000-18500-0ta0-Q67400 1 I(N —AO / ES TORN VA _ 15 49,208 W 4' IOW-tGXCTPR00-01SBaN >' N20.37'00"V�10.00' RETENTION �- PETER AND ELAINE 1 IOW-IOKOa-OflW-OSSBW / J J \_ 16 37,240 JL '" e PSYLLOS M Ma I I ,y �•yj p� $Qa•37'BD"E 24a8D' -AREA'A' � � 17 30,931 + gra _ SUBJECT �, l– —12 20 32,685 PROPERTY B.cTM Pa l SGTx Pd - 3i `� e 2 21 41,195 t� N/F y��• 8 Lan-la.ao<ea-BTum / c, ro->ram-aem-of P'1. arzE RDW uc ( •a .:aE�ry eF rs-.I ,, j L. 22 31,876 t +rt IC.TA MU 23 33,931 26 ITG �•� 24 32,803 TOWN OF SOUTHOLD N/! 3 NICKIKAS AND DIN4 ; LVtR Nr LI-C 16 x i.cIM,n ,v m ' 25 34,082 KANL"CLOS IOW I O /m Bcrx tOGO-106.W-W.LVOBOW SLTM AB iN ` MSDaaL9m023BOG/ asLaslO-mageAlm ,may ylw-1as00-at 79.mo I T Aft.B'%a"V eB4ar 26 32,010 w J 6 -- yMW r IIaW-,�mr-mm asuau �C !1 1 rc 27 1,367,048 A =Trow TA a asag ROAD 145,800 ly°a'ati m•V`- f IB 22 1 - 2,481,801 o` I REL-ATED O 17 O I F TOTAL No a W RE ' N/F 24 �� ¢ �„( 56.974 ACRE SDIMD AVE N/F �� JOSEPH M A =Tx AD =TAM flG.^.RONDINDNE '_' `t ERIN R MALAR 00-IaLW-J�10Y-871100 NW-/a6O0-aRW-a]ad00 23 Pte' S.GTx N3 10 7 O SL rn N2 Np 9 ? ``\NM-LgLOn-aaWo72an �"I LOW-I S'CacWTasO-0 nam L000-IouW-aRm-O]Ban 0- MU O MAIN a 50'VIDE T R MAIN J FI gyp\ / EASEMENT TD THE '�0 A LEGEND SWFMK COUNTY ee\ _ r 9- 1 AREATER UTh IOFT/ _ t�. pe O O / CARR/" KE:L ® TREE DRFIWGESM4MIOLE �� 9 LOCATION MAP =rx m 4 a EL E HYDRIr MAT (NOSCALE) 2 WF �$ O !GW-IOKW-Gem-aL2/W g O FIRE HYDRANT N/F ` JAMES AND C11-LEEN\ O J O 1 fAi LN BASIN! EVE SJRAUSMAN WINS TOY W < ' �.) r4'FITGOMERY SLTx BG S.CIx/d 7 1>• ROAD DRAIN INLET 1 tmo-los.W-aaW-GSaam ImG-taxaG-Geo�o-aGaGaG i NOTES !FORMERLY 4RTHW BURNS: /Om-/06.W-O'8L0-06Lam 1000-fG6.GOrWa-aszm IIXp-tOGW-OBW-GS]GGG A ND / WATER VALVE o / N^l Q WATER METER } MEASUREMENTS ARE IN ACCORDANCE WITH US STANDARDS u.rx MR PDINT OFINS CABLE TV BOX 9{ pL 1 NW_lpG,,,_a8pl.pg,Wp y ® LOT NUMBERS 2. BEARINGS AND DISTANCES AS SHOWN ON•THE FIELDS AT MATTITUCK,FILEDMARCH31200BAT BEGINNING BUTFER ARCA THE SUFFOLK COUNTY CLERKS OFFICE AS ANP NO 11370 :` vA s fP 05 M LRS N31r ' G OERGROUND TELEFNONE ,T. ELEVATIONS REFERENCE NA VD 1988 WELL N23'13'00"V N75•S)gp••y ItaB3' -- —N2P'39 U0"V 20DOBN/F N217920"V 81 ' DOUGLAS A AND FRANCES M COOPER I/ UNAUngRS S AL IS AVI N ORAVIOLATION F SECTION EC IO A SURVEY MAP BEN 2 OF LE NEW Y LAND 4 SURVEYOR'$$EAL ISAV/OLATION OF SECTON]200,SUBDIVISION 2.OF THE NEW YORK STATE EDUCATONLAW DAILY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS'EMBOSSED'OR*INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES PROPERTY 15 SUBJECT TO 6. CERTIFICATIONS INDICA TED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN • DEC AR TON OF COVENANTS AND RESTRIC?ONS IN USER 11835 ACCORDANCE WITH THE EXISTING LADE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE PAGE 25�(NOT LISTED)AND USER 12389 PACE 816 NOT NEW YORK STATEASSOCIATONOFPROFESSONALLANDSURVEYORS SAIDCERTY'ICATONS LISTED). SMALL RIM ONLY TO THE PERSON FOR WHOM THE SU,VEY IS PREPARED AND ON HIS BEHALF TO • DEC'_ARA",ON AND COVENANT FOR BOAC DEDICATION AND THE TITLE COMPANY GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND HOMEOWNERS ASSOCIATION M USER 12429 PAGE 522(NOT TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO USTED) ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS • ELECTRIC AND TE ONE EASEMENT IN LIBER 12520 PAGE 531 (AFFECTS STREETS). 7. UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITYMARKOUTLOCATED ON EL E CTRIC EASEMENT IN USER 10102 PAGE a52(NOT APPLICABLE). THE GROUND ANDICR RECORD PLANS.aEFOREANYEXCAVATIONISTO BEGIN WATER EASEMENT IN LIBER 12495 PAC:137(PLOT?EC) UNDERGROUND LMU77ES SHOULD BE VERIFIEDAS TO THEIRLOCATION,SaffAND RESPECTIVE UTILITY COMPANIES G. RIGHTS-OF-WA YNOT SHOWNARE NOT CERTIFIED. i 9 THE SURVEY CLOSES MATHEMATICALLY 10 ZONING USE DISTRICT'AC(LOTS 140)AND LOT 27 PROTECTED k g DATE BY DESCRIPTION APPROV. HY v REVISIONS Town of Southold LIUt"i Suffolk County, New York 8 TITLE SURVEY Property at Mattituck SUFFOLK COUNTY REAL PROPERTY TAX MAV NO CERTIFIED TO TOWN OF SOUTHOLD.- ZENITH PROPERTY GROUP: SECTION/13.W SCHEYERCOURTLLC; gr Nr°M, "THE FIELDS AT MATTITUCK JOHANNA RICHARD 2072 TRUST: -�I0 g SLOOT D02 GRAPHIC SCALE BROOKLYN TIMBER CLC y��p c,�� L. K. MCLEAN ASSOCIATES, P.C. y AND co In,,.aymr*MMm„IWll—mcf.ImmIII,+mr CONSULTING ENGINEERS & LAND SURVEYORS 1 W SUFPCYJ(COUNTY REAM.PROPERTY Tax MAP No RpMGse By msm 1a0a2= I 'I 437 SO. COUNTRY ROAD, BROOKBAVEN• NEW YORK • TOWnI- �] `�r�,�� SoB�o� DnI9Pet BY Sc - 1"= 100' sneer Na SECTION fOB.W ( IN FEET) Va'yLafA JITL-f�'aw^' ��`'YS %�{ 1 BLOCK 00 DO 1 inch= 100 /L TAMARA L.STILLMAN.P.La. ��(, 5 IMOWn By, T.L.S./D.M Dat 10/12/2020 LOTS OSSOMrlOOO.Z707f_WO INCL nM 0040000ON 000 065 00 iNGL 075 000 NYSPLS No 50528 A PPcovOa By, T.L.S Fl.N. 20099.000 2 EXISTING — -- _— r GRADE -_— F.F. ELEV.-75.50' 1 t STOPPER OR END PLUG 10"x 15.OUAZITE ENCLOSURE WITH COVER GRADEIN LANDSCAPE AREA FINISHED LOCKING CASTING TO GRADE ELEV.= GRADE (EL 72.40) 72.80' CONCRETE COVER 20" 1'MIN. MIN. ZMAX2'hrX. CONCRETE CHIMNEY 4' 20' SDR 35 MIN. 4'DLL MIN.PVC PIPPRCHED SOR 38 MIN 4-D1, SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES INVERT(IN) 6" 6• ————— MIN.PVC PPE PITCHED ER ELEV. 68.17' T-- -- 1 BAFFLE 1 25' WALL CAST IRON PIPE SHALL - INVERT(IN) 8' INVERT(OUT) EXTEND THROUGH ELEV. 6717, 4.0' ELEV. 66.67' FOUNDATION WALL A MIN. �;VAX � OF 2'. (EFF. DEPTH)T INVERT(IN) ' " 6" SDR 35 ELEV. 65.60' PVC DROP TEE _4, mau,MIN. STEM ECLT 'oPAN ,/.'1NC8'0 1.250 GALLON SEPTIC TANK W/DOME 3�o.MD� 1. MAT VL%'cW=Z m AMU Ale Cuss 3DB OR 338 SPEWMIxMS 2. LM R47M TDR MSM h XS 20-M PMMWY LOAM 3. iMAIIE ARD COYER AS WMOFAOIURm BY LONG MEW 12'-0" PREtlSi OR APPROM EOW_ 24"0 WATER TIGHT HEAVY DUTY FRAME & COVER N,T e NOTES: 1.CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. O 28 DAYS. I 3.0' (MIN.) 2.ALL FRAMES & COVERS SHALL BE,WATERTIGHT, INSECT-PROOF AND I COLLAR LOCKABLE. 3.0' .,cmrLR a Do nDo �— IN. ,o•., 00011 IIN 3.CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT F 'CA�.UA)R S C. ' I'Q'm ■ EXCEED TWO FEET IN HEIGHT. (TYP.) I _" - 4.UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON 'I EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. RIS THE -� CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL - ' AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. BOTTOM OF POOL ELEV. 53.93' W:MIN.,PENE(WiT10N 5.BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL •- INTO-A'VIRGIN,'COMPACTOR AT 6" LIFTS. STRATA'OF SAND:&6.CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY cr2 ervaDISTURBED AREAS.7.ALL UNSURABLE MATERIAL SHALL BE REMOVED AND REPLACED WRHCK l iL MATERW CLEAN FILL MIN. 3' AROUND AND BELOW SANITARY STRUCTURES. CLEAN 3' MIN.ABOVE HIGHEST SAND AND TYPICAL CLEANOUT DETAIL EXPECTED GROUNDWATER GRAVEL fam HIGHEST EXPECTED WATER ELEV.=0.50' 1 TYPICAL LEACHING POOL LOT 3 SANITARY PROFILE N.T.S. 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 DFNew; LOT 3 SANITARY DETAILS v L. K. McLEAN ASSOCIATES, P.C. ° COMSULTDW ENWNEERS 131 SM WMIRY RD.ILOIOBMOL XEt YM 11719 w.�i°tla�n�a im�iM a,mi�AOM• A DeI%rMF/CFD scab. AS NOTED M- Sheet No. M°A.TI[IOe..Wr°rvtAm4 397 f SSID1 0rorn ey: MF ODte: DEC. 2020 C A oma M nAt oeo0 n n.,aOooA a x - C A °"r x°711 °"'m App°v.d By RAS FD.No. 20099.000 SURVEY OF PROPERTY N/F nOrt FND. EVE STRAUSMAN WINSTON � N/F E ar / UGO RONDINONE TTL 3 EIV M. N 68'11�IO� E MON.MD. ON THE —rte -r��---�-- 3�� E 0.1' _ SUBDIVISION MAP OF R �� a THE FIELDS AT MATTITUCK o : � . - 01 I. LOT 3 FILED MARCH 31, 2006 AS MAP NO. 11370 ,/� 4a+ n :: C: :: :: : • :1: . . • . • . �1 � SITUATE AT MATTITUCK TOWN OF SOUTHOLD 3 NON DISTURBANCE NATURAL:VEGETATION• : 1: : : 1 SUFFOLK COUNTY,NEW YORK RETENTION:BUFFER ' : .1 :l�. — — 3 00 AREA OF PARCEL = 100,312± SQ.FT. OR 2.303± ACRES a _ i _ II ~ 1 � ��1 r� NOTES _ ¢ (� LL=i.. D 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. 1 . . . . . . . . . . . . . . . . . . . . . . . . . . 1 LOT 2 {� : : • : J 2. BEARINGS AND DISTANCES AS SHOWN ON THE FIELDS AT MATTITUCK-,FILED MARCH 31,2006 AT AUG 3 0 2021 THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO.11370. i.� 3. ELEVATIONS REFERENCE NAVD 1988. rI q 1 � UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND 1 3 -BlTyy DING DEPT. 4. SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION Z OF HE NEW YORK STATE J 3� T EDUCATION LAW. . •I I TOVJ�, a JTa s;� �� 5. ONLY COPIES FROM HE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF HE LAND I SURVEYOR'S EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. Z 1 : •: : I ; , 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT HIS SURVEY WAS PREPARED IN in ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE ^ 1 ^ 1 �l NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS 2 .I I P 1 SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL ONAND C TO HE ASSIGNEES OF THELEEND GNSTITUTION. CERTIF CATIONS ARE NOT TRA TRANSFERABLE TO 03 4rFdp� �r 1 y t ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 145.3 1 7. UNDERGROUND UTILITIES SHOWN ON HIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO HEIR L0CATION,SIZE AND TYPE BY HE QQ 4t Zb O T.F.EL. 74.26 0 = RESPECTIVE UTILITY COMPANIES. 654.84' 8. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. YYY 9. THE SURVEY CLOSES MATHEMATICALLY. 1. • �,�° BOJ J j`'o °Q�ti � = 7 oa° LEGEND X69.8 FIRE HYDRANT . b $3A 7 .0 X 0.2 +_ ..............BUFFER AREA ti1 • :I S) /�,23 + ` —T—.•.•..•.••....UNDERGROUND TELEPHONE •. •'. : .I Jµ9 9 70.1 +/ QT .......•...•• TELEPHONE MANHOLE �/ ��,\� OQ►�l/ —E—.............•UNDERGROUND ELECTRIC / \ GJ —W—.•.....•......UNDERGROUND WATER ' \�O 4dG v`V/ JS ••• •• CONCRETE MONUMENT / \ /91 �C'` PS IF �0 Q f C NEW EL. ••••••••••••••TOP FOUNDATION ELEVATION j' T.F. • :I x69.8 .:.:::::::.•..SPOT ELEVATION ` X69.4, RF, � OA : �!7 e•��pp9 S\��P'(V ��Q`�� `. STIZ", TC ....TOP CURB DATE BY DESCRIPTION JAPPROV. BY O� REVISIONS 68.4X/ ljC 051 28 �� Town of Southoldff Suffolk County, New York LAND`��cr Stanley Road LOT 4 Mattituck, New York 2p.01— FOUNDATION AS—BUILT I hereby certify that this map was made from an actual survey SUFFOLK COUNTY REAL PROPERTY TAX MAP / completed by me on 08/18/2021. L. K. MCLEAN ASSOCIATES, P.C. // CONSULTING ENGINEERS & LAND SURVEYORS DISTRICT 1000 A SECTION 106.00 �4 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW hYORK BLOCK 08.00 1 66.7 1 !/ Surveyed By: cM Scale: 1'= 40' LOT 057.000 1 x I TAMARA L. STILLMAN,P.L.S. ll Bron By. DM Date: 08/19/2021 R\20099.000 Flelds 2 Matt/tuck Engr & Surve \Survey De t\Drawls s\LOT 3\20099.000 lot 3 Fnd A-TB.dwg 6/29/2011 4117 PM Dalva Matonlene NYSPLS No. 50528 ]� Approved By, TLS File No. 20099.000 SURVEY OF PROPERTY N/F EVE STRAUSMAN WINSTON � N/F UGO RONDINONE ON THE N 681110 E 302.95' _ 'm• SUBDIVISION MAP OF : ' : : :. . . a. .. .. :. :. :: :. . THE FIELDS AT MATTITUCK LOT 3 a a FILED MARCH 31 2006 AS MAP NO. 11370 i SITUATE AT a. : MATTITUCK o l . : ' : : ' : '�' TOWN OF SOUTHOLD 3 MIN DISTURBANCE NATURAL:VEGETATION . +. : . . ' ,. ' . : SUFFOLK COUNTY,NEW YORK • RETENTION. ' : 3 AREA OF PARCEL = 100,312± SQ.FT. OR 2.303± ACRES • NOTES'��' o y N :: 1. MEASUREMENTS ARE INACCORDANCE WITH U.S.STANDARDS. .• '.i'� 1 ¢1 1 2. BEAR/NGS AND DISTANCES ASSHOWN ON'THE FIELDS ATMATTITUCK,FILED MARCH 31,2006AT i : •��-'i VWDO ILOT 2 THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO.11370. 1• �' I W 3. ELEVATIONS REFERENCE NAVD 1988. i UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND 4. SURVEYOR'S SEAL ISA VIOLATION OF SECTION 7209,SUBDIVISION Z OF THE NEW YORK STATE • •� Waal= I 3 1 EDUCATIONLAW. 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND • :I SURVEYOR S EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. W O 1 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED/N 1 1+J I(, ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE 1 C �I NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS y 1 ' I {��Q 1 1 �n SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY/S PREPARED AND ON HIS BEHALF TO JTO THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND O THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 7, UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON � 1 THE GROUND AND/OR RECORD PLANS.BEFORE ANY IXCA SVAT/ON/S TO BEGIN,ALL • s4 O : 4,419, 1 /_, UNDERGROUND U77LITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZEAND TYPE BY THE RESPECTIVE UTILITY COMPANIES. •W J ' V / 4 N S� 5, a ® od 1 I= 8. RIGHTS-OF--WAY NOT SHOWNARE NOT CERTIFIED. ----------------- vwnm 654.84 9. THE SURVEY CLOSES MATHEMATICALLY. • I 't- � Pryoa' `. � � NOTE ALL BURIED UTILITIES(WATER,ELECTRIGTELEPHONEAND GAS)SHOWN ON THIS SURVEYAREBASED UPON `- aT 5�j pp�� a' +j�p, AS-BUILT INFORMATION PROVIDED BYTHE OWNER/DEVELOPER OR THEIR DULYAUMORQED REPRESENTATNE'S %0 -P0N �I (INSTALLER)MEASUREMENTS. _ LEGEND X69.8 r� I , C� ••••••••••.• FIRE HYDRANT (b 1•..• ! \ /� �n?_ X 0.2 I ••BUFFER AREA \ y p 1' . ' . / A• \\ Z0001V ?"3 + —T—.............•UNDERGROUND TELEPHONE N • ' • ' . ' W/ \\ / O OLE 70.1 .............. TELEPHONE MANHOLE —E—.••.•••••••.••UNDERGROUND ELECTRIC —W—.... ...U D GRJUN WA R I I I I+'/ I p¢{{J J ......••.•..•.C' REE M M — I 1 j Q\ j ��•8 � �yo� JSP ;7jV� •(�Sj 9 11( �If�VOP CO� tC �l' � T.F. EL. .............T P'`F13(� ATIOr �VA�l•+ �o�� € •.' .•' ..' : ! o X69.4,/JRf,f,J r— �� i.. 5 3'��l %� x69.8 ...S EATIO114- • : • : I / / �p C\Pt _J T TC ..............TOP CURB 81 TOWN® - : PT 41F 9� �C • H OLD DATE BY DESCP"TION APPROV. BY 68.4X ��C'� 050525 Town Sof SSouthold r / I✓\��\ ! I LA�!D5Suffolk Count New York 2790 Stanley Road LOT 4 Mattituck, New York Final Survey I hereby certify that this map was made from an actual survey T L. K. MCLEAN ASSOCIATES, P.C. SUFFOLK COUNTY REAL PROPERTY TAX MAP T / completed by me on 01/12/2023. CONSULTING ENGINEERS & LAND SURVEYORS DISTRICT 1000 „ // 497 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK SECTION 106.00 Syed By: CH Seale: 1'= 40 BLOCK 08.00 I 6x'7 I Dra.n ay. GLIB Date: 01/19/20 TAMARA L. STILLMAN,P.L.S. Sheet Na. LOT 057.000 I � 23 NYSPLS No. 50528 SAShared 611th Me\Projects\20099.000 Fields P Matt/tuck Engr & Survey\Survey Dept\Drawings\LOT 3\20099.000 lot 3 Final AB.dwg 1/23/2023 3,19 PM Tamara Stlllnan Approved Ey. TLS FllD No. 20099.000 Il MON fN0 LEGEND SURVEY OF PROPERTY s 0I' % EIV OL' _ (D ELECTRIC MANHOLE ON THE WATER VAL VE SUBDIVISION MAP OF - ® WATER METER THE FIELDS AT MATTITUCK o Oj ." •►--_ EVE Nip <l1 SII TDINSTON 1 10 1 CABLE TV BOX LOT 3 ER DRYWELL FILED MARCH 31, 2006 AS MAP NO. 11370 CATCH BASIN UNDERGROUND TELEPHONE SITUATE AT BEVEL pA/ONE O'1." "• '. .• - - ., .�=UBLIC WATER OT TELEPHONE MANHOLE MATTITUCK —E UNDERGROUND ELECTRIC TOWN OF SOUTHOLD 3 —W— UNDERGROUND WATER . '. - •.. ■ .. CONCRETE MONUMENT SUFFOLK COUNTY,NEW YORK O O PIN W/CAP SET I. AREA OF PARCEL = 100,312± SQ.FT. OR 2.303± ACRES .NON DISTURBANCE NATURAL.VEG - r I' AS–BUILT SANITARY ,ti ETATION. NOTES _ RE I'ENTION'BUFEEIZ" I DISTANCES FROM CORNERS OF BUILDING I . • '. '. '. A B 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. ST 20' 19.5 CENTER OF COVER ' - ', '. '. - '. •. ". "" 'I LP 33' 34' CENTER OF COVER 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. 3. ELEVATIONS REFERENCE NA VD 1988. — — �-- — — — — — — � I 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW O YORK STATE EDUCATION LAW. / I c RI 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE 5 J I I LAND SURVEYORS EMBOSSED"OR'INKED"SEAL SHALL BE CONSIDERED TO BE VALID Vi 31 I TRUE COPIES. 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN E'� ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS .? e 4 J ti ", '. J W ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND M e 4 J I SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE I h SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL U J I q I AGENCYAND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL DW I 3 INSTITUTIONS OR SUBSEQUENT OWNERS. o J I 7. UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT v J LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, SIZE AND TYPE BY THE RESPECTIVE UTILITY COMPANIES. J /x,_20 ��• O 8. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. 9. THE SURVEY CLOSES MATHEMATICALLY. SUFFOLK COUNTY REAL PROPERTY TAX MAP L oo C9 q! h� co DISTRICT 1000 o ST \ SECTION 106.00 \0 F�, I I BLOCK 08.00 LOT 057.000 U0 �0 i FEB 15 2023 9 BUILDING DEPS. f TOWN OFSOt9IMLID l J -.=a iacnc�n'.m°vic smrroi u. � I GRES6 oA ' o�41oam'�w6�'OXva°fia�ime�nrs us woc nc I DWN I owl 5 01 coy yR�19C,/ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 1 /,',21 APPROVAL OF CONSTRUCTED WORKS FOR J SP PPSE R ' ASINGLE FAMILY RESIDENCE 7/77/22 MF AS PER COMMENTS DATED 7/9/22 CFD 00 8\ c p / DATE BY DESCRIPTION APPROV. BY I� oP Date B/2/2022 H S Ref. No. R-21-0117 _ t REVISIONS 0 �\ PSQ� The sewage disposal and water supply facilities at this locmionhave bee n TOWN OF SOUTHOLD inspected and/or certified by this Department or other agencies and found SUFFOLK COUNTY NY s1 / to be satisfactory FORA MAXIMUM OF 4 BEDROOMS. THE FIELDS AT MATTITUCK i c�9jeR'Rosi ' CRAIG ICNEPPER, P.E.CHIEF ofliceofwastewaterManagement �p�6OFNEIVyO LOT 3 SANITARY AS-BUILT PLAN L K M CONSULTING ENGINEERSN LEAN ASCSRCIATNESNEWroRKP.C. 719 v +G' SITE PLAN © �% ososze o� Designed By: MF/CFD soole: AS NOTED sneer No. SCALE: 1"= 40' ( FpIAIpS � Drawn By. MF Dote: JUNE 2022 SA3 s: SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Approvod%r. RGD File No. 20099.000 TONN COMMENTS z • O II OASIS ' ' v N RETAIN STORM WATER R NOFF PURSUANT TO CHAPTER 36 GAUL_I TY NN HOME MOI7L 3Y PPR VED AS NOTED OF THE TOWN CODE. LL DATE: B.P.# D LU COMPLY WITH ALL ODE OASIS AT MTTI TUG�G, CORP. NOTIFY BUILDlNC� BY: YP — NEW YORK STATE & TOWN _E ARTMENT AT z 765-180 8 AM TC 4 FM FOR THE AS REQUIRED AND CO'dDITI ) aN O FOI_LO ING INSPECTIONS: , u m l n — 1. FOUNDATION - TWO REQUIRED N FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING BUST: >3. INSU ATION J' 4. RNA . CONSTRi-� TION MUST — BE OMPLETE FOR C.O. ALL CO JSTRUCTICN SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK c TATE. NOT RESPONSIBLE FOR �} DESIGN OR CONSTRUCTION ERRORS. PLUMBER CERTI ICATI N ON LEAD CONTEA T BEFT,RE OC UPANCY OR CERTIFICATE OF C OCUPVCY Ua USE IS UNLAWFUL SOLDER USED IN WA T_R SUPPLY SYSTE&'CANAOT O WIT OUT CERTIFiCA,i C-. EXCEED 2/10 OF1% LE D. I OF OCCUPANCY PLUMBING ALL PLUMBING WAS &WATER LINES NEE) TRUSS F .ACArD,"JG RE(?J![:0 TESTING B'EF©RE COVE 31NG All exterior lig ig installed,replac or Al I EI.EOTRICAL DO NOT PROCEED WITH repaired shall co . rm INSPECTION REQUIRED MA11ING UNTIL SURVEY to Chapter 1 °Or FOUNDATION LOCATION of the Town C e - - - - - - - - - - HAS BEEN APPROVED. Nius provide 1n11ais - D, J and S as per Blower door FU NYS Energy Code and ductwork testing required. z to V wm zz 12 DA V z z � � — — -Iq- O -1w FINI5HED 5F-GOND FLOOR _ _ _ ff� ` N— ' - - - - - — - - - - NOTES INDEXED TO THE O V r T O z 2020 ENERGY CONSERVATION GONSTRUGTION Z lu O w GODS OF NEW YORK STATE UA } R1015 COMPLIANCE: This building was designed and shall be X a) W < constructed to meet the 2020 EGGGNY5. Both RE5check(U.S. O 0 V 7< __ Department of Energy) and REM/Rote (Norelco) computer N O Q x software was utllitzed to demonstrate compliance. All -, mandatory provisions of the 2020 ECCGNY5 - Residential < Provisions are In force. o RIO52.2 WRITTEN 5TATEMENT= To the best of my knowledge, N N , belief and professional judgement,these plans complly with the .� o Energy Code. Furthermore,as a RE5NET certified rater (I.D. No.261439-1), I certify that these plans comply with the Home u Energy Rating System (HERS) program. A signed certification of compliance with the HERS program (HERD) will be !submitted FIN15HED FIRST FLOOR Olof the constructed build( demonstrate co phone. ng to m - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CLIMATE ZO : 4A Suffolk,NY t.•. �- M FINISHED GRADE 0 " 41 84012 COMPLIANCE= This project complies with p Sect.lon 0405 'F l`b iP11"i ,rt. Simulated Pe �* f r ft.Seca rformance Alternative and the roviskons f �, '�f �"`'"'i {'ons R401 through R404 labeled Mandatory. 4` I I I I I I I I I I I I i I I I I I Mandatorryy requirements= R40r.3 CERTIFICATE: Builder to ost per Code. +{ "°°,-•" `' t R40 AGH THERMAL ENVELOPE: To be tested 6 verified to 3 ,, by HERS rater. See Table R402.4.1.1 In lans. R402.42 FIREPLAGE5: Factor built with UL 12'1 doors, f.a.ip ,.• =f� ,° R402.4.3 FENESTRATION: See window/door schedule ^±* L — —�—— I I I I I I I I ( R402.4.4 FUEL-BURNING APPLIANCES. All room heating and hot water heating appliances to be direct vent with both Intake and exhaust pipes Installed continuous to the Q� IVERED FEB 2 2 2021 outside. 8402.45 RECESSED LIGHTING: IG-rated and labeled as 3 _ I— — J perhaving Gode air leakage rate of not greater than 2.0 cfm — � — - -- -- -- -- -- -- -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 84025 MAX. U-FAGTORISHGG= See window schedule. O R403.1 CONTROLS: See plans for thermostat Information. O R403.3.2 DUCT SEALING: All duct Joints shall be 0 mechanically fastened and sealed with duct mastic O O sealant. Apply mastic to duct seams. r 0 R403.3.3 DUCT TE5TIN6: A duct air-leakage test Is not L required under exceptions I and 2. R403.35 BUILDING CAVITIES= Framing cavities shall not be !L used as ducts or O plenums. O R403.4 MECHANICAL SYSTEM PIPING IN50LATION: Insulate mechanical system piping carrying hot water to an R-value of not less than R-3. i R403.5.1 HEATED SERVICE HOT WATER(5HW) CIRCULATION O FRONT ELEVATION EL_EVAT I ON SYSTEM: Not In project. SCALE: I/4" I ft 8403.6 MECHANICAL VENTILATION ERV continuous = ventilation system specified in the plans exceeds the 0 p z FLOOR AREA TABLE minimum efficacy of 1.2 cfm/watt. i Q w f— R403.1 HVAC EQUIPMENT: Sized in accordance with ALGA 0 1 0 Manual J and Manual 5. 0 �— 0 FIRST FLOOR I,bbQ sf R403.5 MULTIPLE DWELLING 5Y5TEMS: Not applicableO 0 1C f— IL SECOND FLOOR I,I'7Q of R403A 5NOW MELT: Not to project. J V < 0 6 R403.10 POOLS AN SPA5 Not In project.OARAOE 586 sf = P j w _ �- z 8403.11 PORTABLESPAS: Not in project. BASEMENT I a8 sf v ,6 R404 LIGHTING: Builder to install high-efficiency lamps In at � OC V Z PORCH 175 5f least 9O% of permanently Installed fixtures. QIL< TOTAL LIVING SPACE 2,848 9f R405 SIMULATED PERFORMANCE ALTERNATIVE: This method was X (- used to show compliance with the Energy Code. REM,/Rote Q d CONDITIONED FLOOR AREA 4,1546 of software was used to model the building performor - see (� � � 2020 IEGG Energy OL Gost Compliance report provided) with p (INCLUDES BASEMENT) Permit Application. RE5check was used to model the building V -4 INFILTRATION VOLUME 48,830 of performance based on national standards - see REG-check w (INCLUDES ATTIC BASEMENT) Compliance Certificate and Inspection Checklist provided with !L Permit Application. O w 0 ISL O m INDEX TO DRANIN05 DRAWING No. COVER 4 ELEVATION A-I DATE: FEBRUARY 2021 ELEVATIONS A-2 FOUNDATION PLAN A-5 FIRST FLOOR PLAN A-4 COVER 4 2nd FLOOR PLAN A-5 ELEVATIONS HALL BRAG I NO PLAN A-6 ROOF PLAN A-1 SECTIONS 4 DETAILS A-8 DRAHINO NUMBER NOTES A-a TJI-DETAILS A-10 A - 1 m Z O 11 IT f= ll u o w Z HIM I HIT 1111 Ij Ill Hill III 11111 11 Hill IT III , z � O N < N 11 IT 11 11 IT 11 111 III11TI Hill HIM III III h�I 11�1111 11 11 } Q - - - - - - - - - - - - - 11 Jill 11 111 - - - - - - - - - - - - - - - - - 11 1 Mil 111111 dill 1 ILU J-4-J f� V 1 3.5�- �N 4 , z Z � � �w -jT o -jW REAR ELEVATION o � }- <_ � o Z SCALE: 1/4" = 1 ft Z 00 )- w tu > lXw ® O n/ 4� O 0� �d l� VI NZ QQ � z Q ��y�Rt�q.a.e►a.n. iI( v' (�2 p q�` y ttt�� ,',✓{' � DE_IVERED FEB 2 2 2021 O oo, O r O � ' a 0 0 Q✓_ m 00 X O 412 - - - - - - 124 - - O � m - o �v < � o O fE3 E3 E3 H E3 E3 EH EE - 44 v z LI 0 El E:1- El ED El 1:1 �Q OL El EI-0 © El ID-0 ® Ir- 6 — - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - h LEI = = El 1, El =1 El El o ILIO Nm o O m DATE: FEBRUARY 2021 SIDE ELEVATION SIDE ELEVATIOil SCALE: 1/4" = I ft SCALE: 1/4" = I ft REAR 4 51 DE ELEVATI ON5 DRAWING NUMBER A == 2 m 2x8 [UG3B] P.T. LEDGER 235# ASPHALT 5HINOLE5;MIN. (4)-FA5TENER5 PER 1/2%) 2] 6ALV. LAO 5GREW5 AT 16" O.G. STAOOERED STRIP FOR EAVES LESS THAN 20' ABOVE GRADE z 0 [Ra05.2.b] No. 15 ASPHALT FELT UNDERLAYMENT[R905.I.I] V O TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 j 2'-0" 3'-b" 5ELF-ADHERIN6 POLYMER-MODIFIED N f BITUMEN ICE SHIELD BARRIER [R905.1.2] z0 24" IN51DE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES V 14'-0" 6-b 8-O 11 36" INSIDE EXTERIOR WALL LINE FOR > 8:12 SLOPES 0 _ _ _ _ _ _ 1/2" STRUCTURAL PANEL SHEATHING [R&O3.2] 13 A P.G. FTG ll.. R-3Q CLOSED-CELL SPRAY FOAM (SPF) INSULATION (� W O- 0 - - - �- - I SOLID WOOD BLOCKING z N - J(2) 2x8 P.T. GORE - J L DECK LATERAL G NNEGTION [R50-l.G.2] 51MP50N DTT2 BASEMENT ENTRANCE STAIRS Q0.-' o DECK 8 INSTALL IAW MANU AGTURER'5 SPECIFICATIONS � CEILING JOIST < (V 8" REINFORCED GONGRETE RETAININ6 WALL �' 0. p ABOVE (TYPICAL-3) Q #4 REBAR AT 12" ON-CENTER EACH WAY STANDARD HOOK AND LAP INTO I6" x 8" P.G. 0 N Q Oj DRIP EDGE RQ05.2.8,5] _ 1x8 WOOD FASCIA FOOTING. 2" MIN REBAR COVER # �J - - - - - - - - - - - - -- -- - -_ - - __ - - - - - - - - - - - - - - - - - - - - - 1/2" 6YP5UMHALLBOARD - - - SOFFIT VENT � - II" i �7g�b"R I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - I DOUBLE 2x TOP PLATE i VINYL 5IDING. ATTACH THR000HRIOID J 3°2°SLR u 30205LR -I I MINIMUM 24" LAP SPLICE LENGTH [Rb02.5.2] INSULATION TO WOOD FRAMING PER MANUFACTURER'S INSTRUCTIONS FOR H16H-WIND I � AREAS AND TO RESIST A MINIMUM 28 psf _ - I r 3 " H ND I [R511.-151 GONG PLAT � SUCTION LOAD (EXPOSURE B) OR 40 psf Q m I I ! I (EXPOSURE G). AND STEPS I O EMEROENGY ESCAPE 4 :p (2)-1./5x11.815 LVL GDR I I Z d I I N I R 5E 5 - 0 I RESCUE OPENING [R310] (ENGINEERED DE516N) X DR4YWELL - - - - 3°68 - - - - - - - - - - - - - -- - - - - - - L PLASTIC HOUSEWRAP INSTALLED OVER FOAM -- - - -T --F - i____ - -- - i -'"a - -- - I � Iv INSULATION. INSTALL AND TAPE ALL SEAMS PER - - - - - - - - - - MANUFACTURERS INSTRUCTIONS [R103.2] - - - - - - - - -- - - - - - - - - - - - - - - - - � r J 1'-4" I I 1'-6" ( I 1 6" I I 7'-6" ( I �'-4" I < 2x4 HALL5TUD5AT16 O.G. L - - - J I - - J I - -- J -� R-I5 UNFAGED FIBEROLA55 BATT INSULATION O I I I �-A R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XPS) 2x8 PLATFORM -� _ i I I I 0.Q N _ I/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL USINC p l I O N GAP-HEAD NAILS WITH A MINIMUM 3/4" 1 <V- BASEMENT s I L - - - tt O^ R-13 2" CLOSED-CELL SPF INSULATION PENETRATION;SPACED 12" O.G. PERIMETER AND f O 4" P.G. SLAB I l� v N I6 O.G. FIELD. i z HW I " X_ f (ALSO AT RIM J015T IN SECOND ' 1 , NOTE: Ci Q L - - - ( N FLOOR PLATFORM - NOT SHOWN) 1/2" STRUCTURAL PANEL 5HEATHIN6 Lu I I N I I I I HOLDDOWNS ARE � �' I m 6A5 WATER HEATER �\Q u z o I I I NOT REGU I RED FOR Q `� Q I I w A. O. SMITH I 3/4 STRUCTURAL PANEL SUBFLOOR 2x SOLE PLATE I I m z ( I I O THIS PROJECT. � I Q GAPAG TY�soo aI I I X D 2x BAD J015T Q O �I I� 9 I � xq 1� p O ( I I I C� x Lu 0. I - N 2x6 PRESERVATIVE TREATED SILL [UC2] iJ- `o I Ido I I -- - - - -- � ►� � "Q- Q =O I I I `® I COPPER TERMITE SHIELD (2)-1.15x11.815 LVL GDR pl OVER SILL SEALo I L FLOOR JOISTS ABOVE 2x6IFJ(ENGINEERED DE516N) -- p m0 I 10. I I DOUBLE FRAME _ _ - I AT I� 6 c� EXTEND SIDING TO WITHIN 12" OF FINAL O AT 5TAIR5 t- I I r - - r - - - r - -I- 1 I I _ GRADE FOR HISTORIC DISTRICTS p I I I I - I - I - -- I - - ( - -- I dJ 1 I WOOD SILL PLATE TO FOUNDATION ANCHORAGE -- -- -- - '-I- -- ry I I UNEXCAVATED I I -I- � t*-} MINIMUM Y2" dia. ANCHOR BOLTS SPACED NOT GREATER THAN 6 FEET ON-CENTER EMBEDDED f(� NOT LE55 THAN 1" INTO CONCRETE OR GROUTED FIN15H GRADE J - BEAM POCKET I CELLS OF CONCRETE MA50NRY UNITS. THE L - - J I I L - - J L - -J - I - ( . 6'-10" I BOLTS H THE E LO OF THE THEPLAIDA NUT I D (TMP-6) 8-6 I I-10 - - - - 101-0. _71-61T-011 I v _z I I WASHER SHALL BE TIGHTENED ON EACH ANCHOR �f 1 I I o w BOLT. THERE SHALL BE NOT FEWER THAN TWO zzw Ln Ln 1U x 3-1/2"(P STL GOLUMN 3-1/2"(P 5TL COLUMN w I I r BOLTS PER PLATE SECTION WITH ONE BOLT � ��W 'I 1 m Z I1J I �z I I 4'x12"xl/2" TOP PLATE = 4"x12"xI/2" TOP PLATE m I LOCATED NOT MORE THAN 12 INGHES OR LESS z H - L W w z 12"x12"x3/4" BASE PLATE Q �' 12"x12"x3/4" BASE PLANE 0. I THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH iL _ v z Z z ON 4'-O" x 4'-O" x 14" DEEP P.G. FTG. I ON 3'-O"x3'-O"x12" DEEP P.G. F76. I I - END OF THE PLATE SECTION. WALLS 24 INCHES O^ O )- d fiC CD Lu I I q I o O� W .. O -�W _O O I I w/(6)-#4 REBAR EACH WAY O w/(3)-#4 REBAR EACH WAY P05T z TOTAL LENGTH OR SHORTER SHALL HAVE NOT z m t� z W I� I u� �� ..�;- V 4= FOz tY I I 3" COVER FROM 80TTOM x (TYPICAL-10) ABOVE -� � I N FEWER THAN ONE ANCHOR BOLT LOCATED IN THE �� N � (� � � Q 0190 N ;L NII I CENTER THIRD OF THE PLATE SECTION AND -� N J 0 A q ( I (2)-1.15x11.815 LVL GDR o I I I SHALL BE ATTACHED TO ADJACENT WALL Q w �[ m c�Q QL 'I�t Z (ENGINEERED DE51 GN) Q o I I I 1 TABLE R602.3(I), p <_0. t F-. p- UA W ® 0 LLLL Q - - --I r - -ITr1 ml I 'r= �? v �u QJ ^OQC N PANELS AT CORNERS A5 5HOWN IN ITEM a OF C, v N v `�v z < �`�. W I I o I I - I I I I I � a0d'° lY I I I R-II BASEMENT WALL BLANKET INSULATION OL O } 4 o -- - --{-1 -±-F-- -- }=- --- -- o z �poz toy" 0lY �< i 6-10' I Q m lu O z L _ _ _ ___ _ - - � I r L - - -J L - -I-J I P.G. FOUNDATION WALL �m4u � a Q Q IL c0 I CONTINUOUS HORIZONTAL REINFORCEMENT: ONE No. 4 Q v iv I L - - - - - - - - - - - - - - - - - - - - - - - - - - J m I I I I o I I BAR WITHIN121NGHESOFTHETOPOFWALLSTORY Xur DO w - - - -- - - I I I I POST I AND ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL _ - - - - - - - - - - -- J I DECK I 2x8 [Ur-5B] P.T. LEDGER ABOVE 1 I I Q STORY [TABLE R404.1.2(1)] O O - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - "j I I I i/2'� x 4 GALV. LAG SCREWS AT Ib O.G. I Q I I = EXPANSION JOINT - dJ - - I o ABOVE I I 5TA66ERED [R50-l.9] FOUNDATION 5TEIMWALL UPON x 4" P.G. FLOOR SLAB DEEP CONTINUOUS P.G. FOOTING - POURED GONGRETE FOOTING �- - - - - - - - - - _j - - - - --- - - - - - ON UNDISTURBED 501E [R403.1] 6 MIL POLYETHYLENE FILM -I - - _ - - - - - - CONTINUOUS UNDER STEMWALL F (2)-2XI0P_T_ODR - I - - - --- - - - - - - - - - - �. f ` i.• t �{{ ' S' x" .- -1 fX •i+y S yyy.. 'f:.'Y. C{ Z.s�'p Y R - - - - - - - - - - - - - 7"rFIOAL NALL SEOTION L - - - - - P.G. - - - - - , ,. �,.� A SCALE: NTS • �a .,�r I I'-4" A-8 DE 1VERED FEE 2 2 2021 2" 2" Q r 22'-8" T-4" 13'-O" 10'-0" 22'-0" 0 -15'-0" r: Ul �n LL Q- r 4"x4" [UG45] PRESERVATIVE TREATED P05T WITH 6ALV. METAL P05T BASE ANCHOR ON �i 0 m 12"(P x 6-0" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON O z �p 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)44 REBAR EAGH WAY, REBAR 4" ABOVE BOTTOM Q x 0 MAXIMUM SUPPORTED LOAD AT 1' DESIGN DEPTH = 18k IN PRESUMPTIVE 2k BEARING SOIL (TYP-(b) d1 13 m (ENGINEERED DESIGN) 0 O FOUNDATION PLAN 00 SCALE: 1/4" = I ft 0 z IL STRUCTURAL DESIGN NOTE Lu W Z In accordance with the 2020 RGNYS; structural Q4 V Z WINDOW AND DOOR SCHEDULE elements such as engineered wood, steel and X < steel/wood composite columns, beams, headers and Q Q No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL girders that: < N WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS A PELLA 250 SERIES 3-0/5-C E1 311/4"x 24 3/16" 5.20 sf 11.00 sf 5.20 sf 15.0 sf U=0.32 SHGC=0.29 -22.0/-26.6 psf[20 sq 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON 1) resist gravity loads, and v 1 60j B PELLA 250 SERIES 3-0/3-0 311/4"x 12 3/16" 2.60 sf 6.00 sf 2.60 sf 9.0 sf U=0.32 SHGC=0.29 -22.0/-29.7 psf[20 sq 36"x 36" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON O C PELLA 250 SERIES 2-WIDE 6.4/5-2 E 33 1/4"x 25 3/16" 5.80 sf 24.40 sf 11.60 sf 32.7 sf U=0.32 SHGC=0.29 -20.0/-27.0 psf[50 sf] 76"x 62" C SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON 2) are not contained in the prescriptive design O W D PELLA 250 SERIES 3-WIDE 9-0/5-0 E1 311/4"x 24 3/16" 5.20 sf 33.10 sf 15.60 sf 45.0 sf U=0.32 SHGC=0.29 -20.0/-27.0 psf[50 sf] 108"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON provisions of the 2020 RGNYS IL 0 E PELLA 250 SERIES 2-0/3-0 19 1/4"x 12 3/16" 1.60 sf 3.60 sf 1.60 sf 6.0 sf U=0.32 SHGC=0.29 -26.0/-35.1 psf[20 sfJ 24"x 36" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON m dJ F PELLA 250 SERIES 3-0/6-10 N/A 0 sf 15.40 sf 0 sf 20.5 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sf] 36"x 82" . F FIXED SIDELIGHT,VINYL FRAME,LOW-E GLASS,ARGON were designed in accordance with m G PELLA 250 SERIES 4-0/4-0 N/A 0 sf 13.00 sf 0 sf 16 sf U=0.26 SHGC=0.31 -26.0/-35.1 psf[20 sq 48"x 48" G FIXED,VINYL FRAME,LOW-E GLASS,ARGON ANSI/AWG ND5-2018 with 2018 supplement. O H PELLA 250 SERIES ARCH HEAD 5-10/4-2 N/A 0 sf 17.04 sf 0 sf 23.3 sf U=0.26 SHGC=0.31 -23.0/-31.1 psf[50 sf] 70.5"x 50.5" H FIXED ARCH HEAD,T-8"SH,VINYL FRAME,LOW-E GLASS,ARGON I PELLA 250 SERIES 3-012-0 12 13/16"x 19 1/4" 1.70 sf 3.60 sf 1.70 sf 6.0 sf U=0.28 SHGC=0.29 -22.0/-29.7 psf[20 sf] 36"x 24" 1 SLIDING,VINYL FRAME,LOW-E GLASS,ARGON(BASEMENT) Structural elements such as Nails and fenestration that: J PELLA 250 SERIES 6-0/6-10 28 1/8"x 77 15/16" 15.20 sf 29.80 sf 15.20 sf 41.0 sf U=0.30 SHGC=0.28 -20.0/-27.0 psf[50 sf] 72"x 82" J SLIDING PATIO DOOR,LOW-E GLASS,ARGON DATE: FEBRUARY 2021 K THERMA-TRU FIBER-CLASSIC FCM65/FCM12102SL 36"x 80" 20 sf 5.0 sf 20 sf 32 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sf] CHECK UNIT K FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS 1) resist wind loads, and L C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x T± 56 t sf - 56 t sf 56 t sf N/A N/A -23.0/-27.8 psf[50 sfJ CHECK UNIT L RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS M THERMA-TRU FIBER-CLASSIC FCM600 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.17 SHGC=0.01 -22.0/-29.7 psf[20 sf] CHECK UNIT M SOLID PANEL SIDE DOOR,MAHOGANY 2) are not contained in the prescriptive design FOUNDATION PLAN 4 N THERMA-TRU SMOOTH-STAR SSF220 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.18 SHGC=0.01 N/A CHECK UNIT N SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR provisions of the 2020 RGNYS TYPICAL WALL SECTION 0 CUSTOM 2'-8"x 4'-4"INSULATED DOOR 32"x 52" 11.5 sf 0 sf N/A 11.5 sf R=5.0 N/A N/A AS REQ'D O SITE-BUILT ATTIC ACCESS DOOR WITH 1"RIGID XPS INSULATION P THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21.6 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sq CHECK UNIT P HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR were designed 1n accordance with ASCE '7-I6 wind MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED provisions and acceptable engineering practice. DRAWING NUMBER MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[_sf) where such elements occur in thelans, the are ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 i� � y A - 5 annotated "ENGINEERED DESIGN." O '75'-0" 2'-0" 51-ro., LL CLOSED-CELL SPF 61-4 10'-8' 131-01. MAJESTIC QUARTZ 32 DIRECT VENT OAS FIREPLACE. INSULATE 4 AIR-SEAL ALL AND FLOOR OF r GYPSUM BOARD HALLS, CEILING THE CHASE. INSIDE HALL HOOD STEPS SURFACES SHALL BE CONTINUOUS BEAD OF 5HEETROGKED AND TAPED. < W SEALANT HALL SHIELD AND GEILING7 DECK FIRE5TOF5 SHALL BE CAULKED GYPSUM BOARD 514x6 DECKING WITH CAULK HAVING A 300° F MINIMUM CONTINUOUS EXPOSURE ATTIC PATHWAY FOR SOLAR ELECTRIC [TI03b] RATING. COAXIAL VENT HAS(2)-135 x 14 LVL HDR INSTALL 2"(P VERTICAL SCHEDULE 50 PVC CONDUIT 1 OUTSIDE COMBUSTION AIR 15, LONG HALL LINE ABOVE CONTINUOUS BEAD OF THROUGH ALL KALL5 TO ATT`IG, WITH TEMPORARY PLU05 INTAKE. SEALANT OR CAPS AT EACH TERMINUS EE3002.3.21. O Oi 2x6 GJ 5030 O.C. CONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW --- 30(5'o 5L 6000 5LDR 5000 5L 6452 r T- UNIT PERIMETER (2)-2xI2 HDR 56' GUARD [R312.11DW WINDOW UNIT ------------- ------------- rL------- 6 ----- --- -75 X 11.8>-75 LVL FLLT5H HDR 1z - - ---1--------------------- W-1. _j I x 6 x BASEMENT ENTRANCE NOTE -O" CEILING HEIGHT DOHN -> KITCHEN J .- THALL LINE ABOVETHROUOHOUT FIRST STORY < I W-1.15 x Ilb-75 LVL FLUSH HDR ci PLNTE Ht. 51-E 5F RLA7 E H . cl'-I" A5F 1 1 -1 1 1 1W I CONTINUOUS MINIMAL 1z rn EXPANDING FOAM AT WINDOW Zb UNIT PERIMETER (2)-135 x Ilb-75 LVL FLUSH HOP, I< 2x6 GJ LU ZI FAMILY ROOM CC.)(b 16, o.c. -4 1/2" z 25' 0 IL iD E en I < 1/2" cck 1))0 0 20 cfm CONT. cV TO ERV 5ANPHIGH FJ BETWEEN (4) RR USE (5)-5/4" x 12 THROUGH BOLTS -7 < z U_ -7 (M1505.41 CONTINUOUS BEAD OF AT CONNECTION O II r Uj n I SEALANT --------------- LI) 4-- x < LL F 6 PLYWOOD SHEATHING UNDER LL R I I 5 L) -7 67YP5UM BOARD FOR V45P I 1z U_ D_ LL GYPSUM BOARD BRACED HALL LINE 1-1 <I x I SMOKE 4 G.O. A F DETECTOR (T(P) -a :;z A x POR OARAOE Pro I TECHNOLOOIE5 CONTINUOU - 1/2 < MODEL T'705 x 00 d) C) 5 BEAD OF 0 I POST' 5" P.O. SLAB ADHESIVE d) ON t X, PITCHED TO DOOR PROORAMMABLE Ln 1_� I t7 THERMOSTAT 24b" CONTINUOUS BEAD OF 7 POSTI SEALANT HALL LINE ABOVE �S) 2"b" cl 1-5 I/2"116 25 cfm CONT. -7 < SELF-GLO51NO 20-min 1z TO ERV -P x 7" P5L COLUMN (2)-l.-75 x 11.5-75 LVL I - _j F.R. DOOR [R302.5.11 2562' [MI505.41 246" i. < 2" CLOSED-CELL SPF FLUSH HDR - ----------------J = 5 -75 LVL FLUSH HDR 2xb GJ x 11.9> 7 -- -.2 16" o.c,. 7 4'-b" LL (3 54' LONG- (3)4-15 x I(b LVL DROP HDR_ BATHz +1 1- /�"��7777777777777777 x (ENGINEERED DESIGN) 2'-� 3/4" U] V) LUit LH JU CONTINUOUS BEAD OF --------------- INTERIOR oAP_AC-7E HALLS GIL PLY1,400D SHEATHING UNDER,:�--- (2)-2xI0 DOOR HEADER Z Ju z R-15 BATT INSULATION V z LL11I &-'PeUM BOARD FOP, P4515 - 20 cfm CONT. Z d� SEALANT GYPSUM BOARD I \13RACED HALL�JNE 7 IN BEARINO HALLS AS 5HOV414 246" TO ERV cri -1 ly 0 i6 < z LU (TYPICAL-3)L+� ! '! II r I GYPSUM BOARD 2xI0 STUD WALL AT 24" O.G. L (M1505.41 F 0 Z 5E CEILING: 6 eARAC HVAG R.A.G. CHASE < GYPSUM BOARD 2' " 0 9 (3 I I:N� FOYER I [TABLE R302.61 OPEN TO ABOVE d) < fL LU 6 < 3 rz LU f P05T < (L X, 0 PLYV4000 SHEATHINO UNDER -1 CONTINUOUS BEAD OF 246" MASTER BR SUITE I DN _j < 5YF15UM BOARD FOR H5P DINING ROOM DOUBLE LVL 7 > < SEALANT BRACED HALL LINE (3 it 10 < < 31/21, tuo CONTINUOU5 MINIMAL (Z-135 x 11.5-75 LVL FJ 12-5" 1 10'-3 112" fS < 0 < EXPANDING FOAM AT WINDOW UNDER SECOND STORY HALL J, PANTRY UNIT PERIMETER sll�\ PLYHOOD 5HEATHINE7 UNDER x U') HEAT DETECTOR 6YP5UM BOARD FOR H5P KA I-NE '7'-4" BRACED HALL LINE ----------- ABOVE 5HO�,E LL L HEATHER-PROOF DOOR) TYPICAL BEARING EEG. PAN HALL(SHAPED) (2)-135 x 11.805 LVL FLUSH HOP, POST ON Q) WINDOW UNIT(OR EL/ 22-1" 30661(2)-lob" 5L ------------------- ------ HALL LINE ABOVE O Q (2)-135 x 11.5-75 LVL HDR 2x6 GJ 5 0 05050 z P O.G. CONTINUOUS MINIMAL qo5o PORCH EXPANDING FOAM AT WINDOW 6 1 246" 5/4x& DECKIN6 rill) UNIT PERIMETER x rnl�/ 3 1/2" 5 1/2" PROVIDE REbERVED SPACE IN SERVICE PANEL FOR 141-51, &'-L3 1/2" FUTURE SOLAR ELECTRIC INSTALLATION [TI05.cf] 4 'I" x -1" FINISHED COLUMN bx(b P.T.P05T Vw/ tie PLATE Ht. &'-5" ASF PLATE Ht. ci'-I" ASF (TYP-3) (Z-135 x 11.8>-75 LVL HDR M ZVI CONTINUOUS BEAD OF SEALANT (2)-2xl2 P.T. HOR c1050 e. HOOD STEPS DE.IVERED FEE 7 2 7021 GYPSUM BOARD CONTINUOUS BEAD OF 10, W-611 691-411 -0.1 61-411 ADHESIVE CONTINUOUS BEAD OF 131-01, 101-0.1 -1 22-5" 22'-0" 0 SEALANT 3: 77- --------- _7 -75'-0" - 2" CLOSED-GELL 5PF O O Q. IL z A P V CONTINUOUS SILL SEALER - FULL WIDTH OF SILL 41 < < IL FOUNDATION HALL cj X < 6 CONCRETE SLAB p tu z /,X" FIRST FLOOR FLAN STRUCTURAL DESIGN NOTE LU /7 z 50ALE: 1/4" 1 ft 0 In accordance with the 2020 RONY5; structural < < elements such as engineered Hood, steel and < A steel/Hood composite columns, beams, headers and OL girders that: (S) 1) resist gravity loads, and < LL 2) are not contained in the, prescriptive design 0 Ll IL provisions of the 2020 RONY5 IL NOTE: IT 15 THE INTENT To PROVIDE FOR A a 0 CONTINUOUS AIR BARRIER ALIGNED WITH THE were designed In accordance with THERMAL ENVELOPE. THIS DETAIL SHOWS AN51/AHO ND5-2015 with 201a supplement. TYPICAL METHODS OF AIR-SEALING U51NO J VARIOUS BUILDING ELEMENTS, APFROVED ADHESIVES AND SEALANTS. FRAMING Structural elements such as walls and fenestration _j I CONFIOURATION5 NOT SHOWN, SUCH AS that: CANTILEVERS AND STAIRWELLS, SHALL BE SEALED IN A 51MILAR MANNER To PROVIDE FOR DATE: FEBRUARY 2021 A CONTINUOUS AIR BARRIER ALIGNED WITH THE 1) resist Hind loods, and THERMAL ENVELOPE IN ALL LOCATIONS. :2) are not contained In the, prescriptive design FIRST FLOOR provisions of the, 2020 RZNrS PLAN ON II�x A 7256 12le HD Ali 55HO RI were designed in accordance with ASCE -1-16 wind .AIR SEALINOaccordanceprovisions and acceptable engineering practice. DRAWING NUMBER SCALE: 5/4" = I ft Hhere, such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A - 4 11 1 1 A A-8 Z O V 49'-10" Z V 3'-9 3/4" 14'-2 1/4" 6-4" LL ------------ p LU I1 U) ZO - I I N Z I 1 llj O r� Q (Y I 1 p tV I N I OL I I I ------------------- WALL LINE BELOW O LL 6452 HAZARD 6LA INC [R308.4] x O I OI WWWI j O Zj �p 2x6 GJ AT 16" o.c. 404' P G �p ------------------------------------------ -- -------------- 4°4° PIC i (2)-1.75 x 11.875 LVL FL HDR `fi BATH r-- 7'-O 1/2" (ENGINEERED DESIGN) m 8'-O" G Ht I DOUBLE WALL STUDS 4'-II" _ 1 I (V I/ ----_N BEDROOM 4 Q d - 2x8 PLATFORM W.I.G. 8'-O" G Ht in I - oO cv 20 cfm CONT. z _� m BATH +� I Q TO ERV § 1 v [MI505.4] = L--------, N O I — — l00 l § I 2468 I r cv 5'-l0" m WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] LENNOX HEALTHY CLIMATE ERV5-175-TPD ENERGY RECOVERY VENTILATOR 4'-0" - I- ____ 20 cfm GONT. 4'-2 1/2" l INSTALL ERV UNIT IN CONDITIONED ATTIC. I I Pro I TECHNOLOGIES Q TO ERV � = Q M(INODEL T705 I ____�_____ DUCTS SHALL NOT BE CONNECTED TO THE HVAC SYSTEM. I z z i [MI505.4] m v PROGRAMMABLE j 2868 m I 1 IL I I I n N THERMOSTAT I ----------7 --------- N N I SHOWER i ---------- HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL Al I m I 2 6 2 6 ----i------ INSTALL IN AN AGGE551 BLE LOCATION ON A 2nd STORY WALL. -------- 4 8 8 8 ___ _ N LIN 36" GUARD[R312.1] _ _ _ - y i : I r- � I I I STALE AIR TO OUTSIDE AND FRESH AIR FROM OUTSIDE: 6 dla. DUCTS u, J m - — — — --24 8 r / C0 0 2abe SLOPED GEILING i i CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL a5PO7 ------------------------- HVAC EQUIPMENT IN ATTIC, 0.� 6 �— — —� IA.G. f3.ETURNI m SMOKE d G.O. HALL I I i N cn i (2)-2x10 DOOR HEADER I i FRESH AIR TO INSIDE DIFFUSER IN HALLWAY: 6 dia. DUCT OAS OR PROPANE FURNACE: LENNOX ELI96UH070XE36B SLOPED x I �— — — J DETECTOR (TYP) IN BEARING WALLS AS 5HONN o i m STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. GLA55 IV DIRECT VENTED TO OUTSIDE;AHRI 201849570 - CEILING I - STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL 18N48 - - HEATING GAP: 64,000 Btuh;AFUE = 96.1 �— — —� (2)-1.75x11.875 LVL FLUSH HDR_T- (NPIGAL-5) n POST UP j N ALL DUCTS INSULATED TO R-4.2 ----_---_--------- —6 __-'® I 1 T' SYSTEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE [MI505.4.4]: ' OUTDOOR UNIT: LENNOX ML14XC1-036-23OG;AHRI 203374690 I ON ATTIC „ �� N �� I S � � 1 I m 1 COOLING GAP: 34,800 Btuh;SEER = 15.10 12 x 12 AIR 36 GUARD[R312.1] I �x� 1 v 1 - MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM (n AGOE55 DOOR ®S m AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. INSTALL IAN MANUFAGTURER'5 SPEGIFIGATIONS _ TRANSFER GRILL I i O 2844 �`! LAUNDRY IN GEILING Z I 1 Q 2x10 STUD WALL AT 24" O.G. W I N W I _ HVAC R.A.G. CHASE ' v j MASTER BR 5U I TE 2 r I , m �- Q `? Q 9' Ht TRAY CEILING I � W.I.G. DRYER EXHAUST DRYE NA5HER ° OPEN TO BELON Q a 'n I � I 11J fn cv [MI502] m � 1 p Z I W Z 2x8 GJ AT 16" o.c. I I — — -t IT O -a W -� cv 6' BEDROOM 3 N 12" ABOVE PLATE 4 -O 1/2" 8'-O" G Ht m 3 1/2 lo'-O" 3 02„ / 2030 I p v 'I�'I '' } r O ----------- Z lel Z O W I1/2” 0. LU > Q J dJ O a 1 N DOUBLE WALL STUDS 3 I N I N � 11 N (2)-2x10 HDR Q Q W.I.G. 2668 12'-5° 51042 EYEBROW PIG O �--------------------------- > ---�\ I p SLOPED CEILING m Z p (2)-1.7_5 x 11.875 LVL HDR __ (Z O N ; ' < L------------------------WALL LINT= BELOW r (ENGINEERED DE510N) N m 1 6452 !-J - ------------------------� E 2x6 GJ AT 16" oz. m --- PLATE HEIGHT j G 6452 9'-5" ABOVE SUBFI-bOR j I O I I I I I I I 1 � I AIR SEAL I NO DOTES i L ------- WALL LINE BELOW ----- -------------- ----- --- -- TABLE R402.4.1.1 -2020 Ir ;. AIR BARRIER AND INSULATION --------------------------------r-------------------------- INSTALLATION INSULATION INSTALLATION I ------------------------------ ------------------------------ ------------- - I -� 'i� COMPONENT AIR BARRIER CRITERIA CRITERIA --------- -I rS �r�l+rr A continuous air barrier shall be installed In the I I -----------------------------'1 ',orwia e.-° w`",'.1'.• building envelope. General requirements The exterbrthermal envelope contains a Air-permeable insulation shall not be used as -6" 7'-6" 7'-6" le 2'-6" 3'-O" continuous air barrier. a sealing material. Ile Breaks or oints in the airbarrier shall be sealed. Q IV ERED FEB 2 2021 The air barrier in any dropped ceiling/soffit shall be 6'-4" 13'-O" 10'-0" 15'-O" 5'-6" aligned with the insulation and any gaps In the air Ceilinglattic barrier shall be sealed. The Insulation in any dropped ceiling/soffit shall be aligned with the air barrier. 49-10 p Access openings,drop down stairs orknee wall J doors to unconditioned attics aces shall be sealed. O Cavities within corners and headers of frame Z The junction of the foundation and sill plate shall be walls shall be insulated by completely filling sealed. the cavity with a mated al having a thermal O Q r resistance of R-3 per inch minimum. Walls l� SECONr� FLOOR PLAN, walls shall be sealed. plate and the top of exterior A " Exteriorthermal envelop e insulation for framed walls shall be installed in substantial SCALE: 1/4 = O !IL m 1 ft O Knee walls shall be sealed. contact and continuous alignment with the air A-8 O O barrier. The space between window/doorjambs and O V IY) Windows,skylights and doors O ~ m framing,and s lights and framing shall be sealed. r Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated V - O Floor fram ing cavity insulation shall be O i installed to maintain permanent contact with the underside of subfloor decking. Floors including cantilevered floors The air barrier shall be installed at any exposed Alternatively,ntactfloor with the cavity Insulation Q LL and floors above garages. edge of insulation. shall beg contact the to side of O sheathing orcontinuous Insulation Installed SOLAR-READY � 01 p �- - onthe underside of floor framing; and CERTIFICATE O O �— (- extending from the bottom to the top of all V < < p 6 erimeterfloor framin members. Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided This home has STRUCTURAL DESIGN NOTE 111117- Crawl space walls covered with a Class I vapor retarder with instead of floor Insulation,shall be Incorporated features at v Z overlapping joints taped. erm anent) attached to the walls. the time of Initial In accordance with the 2020 RGNYS; structural < < E-- Duct shafts,utility penetrations,and flue shafts construction to enable the elements such as engineered wood, steel and X 1 < Shafts,penetrations opening to exterior or unconditioned space shall be g sealed. Batts to be installed in narrow cavities shall installation of solar steel/wood composite columns, beams, headers and O F- be cut to fit or narrow c avities shall be filled electric. girders that: _ N Narrow cavities with insulation that on installation readily 'J-1 - conforms to the available cavi space. The solar-ready roof o I) resist gravity loads, and W Garage oration Air sealing shall be provided between the garage zone is 5hoHn on this g p and conditioned spaces. construction Ian exeer t Q Recessed light fixtures installed in the building Recessed light fixtures installed in the p p 2) are not contained in the prescriptive design O w Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight and is free of UIT provisions of the 2020 RGNYS L surface. and IC rated. CIA Obstructions that would m In exteriorwalis,batt insulation shall be cut limit placement of solar 4were designed in accordance with O neatly to fit around wiring and plumbing or oriels. m Plumbing and wiring Insulation that on installation,readily p ANSI/AWG NDS-2018 with 2018 supplement. O conforms to available space,shall extend behind piping and wiring. Plastic conduit for future Structural elements such as walls and fenestration The air barrier installed at exterior walls adjacent to electric Hiringhas been Shower/tub on exterior wall showers and tubs shall separate the wall from the Exterior walls adjacent to showers and tubs that: shall be insulated. installed through walls at showerortub. � the locations shown to DATE: FEBRUARY 2021 The air barrier shall be installed behind electrical GOND IT 1) resist wind loads, and Electrical/phone box on exterior wal Is and communication boxes. Alternatively,air-sealed _LJfacilitate the installation boxes shall be installed. HVAC supply and return register boots that � � � T Of wiring between the, HVAC register boots penetrate building thermal envelope shall t sealed electric Service panel and 2) are not contained in the prescriptive design 2nd FLOOR to the ate build wall thermal e velop ceiling penetrated roof-mounted solar SOLAR-READY provisions of the 2020 ROWS PLAN or ROOF ZONES by the boot. panels. Where required to be sealed,concealed fere were designed in accordance with ASCE 1-16 wind sprinklers shall only be sealed In a mannerthat is provisions and acceptable engineering practice. DRAWING NUMBER Concealed sprinklers recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill where such elements occur in the plans, they are voids between fire sprinkler cover plates and walls annotated "ENGINEERED DESIGN." A - 5 orceilings. CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TI03.10] m z O BWL A BWL B BNL 0 BWL D BWL E BWL E v 51-611 121-51' 111-411 51-611 I i '-4" "3'-4 O I I U I I I LLI BWL I ----,---------I----- --- - --------- - `_ ' -- 3_4 -T-----r--- Uj W 12-211 (j z I r -------------, I •j /1 I , I N Ts _f I - BWL 2 I -- I "�., I i-7'-10" 4-4011 `' 11'-2" m BRACED WALL PANEL CALCULATIONS I Wind Adjustment Factors -Table R602.10.3(2) (p.187) Upper Story o m I Numbered Lettered 2-o Wall Lines Wail Lines Comment Exposure Category 1.00 1.00 Exposure B; 2-Sty Bim- 3 -- - --- - ---- -- Roof Eave-to-Ridge Height 0.98 0.98 9'-8"; Roof Only --I ->; ----------- - ------------ t -- Story Height 0.93 0.93 $'-8" I r Number of Braced Wall Lines 1.30 1.60 3; 6 4'-6° J , Additional 800 Ib Hold Down 1.00 1.00 N/A Gypsum Board Fastening 1.00 1.00 NIA Wind Factor Total 1.185 1.458 Braced Wall Bracing Braced Wall 140 mph Wind Factor Total Bracing Line Spacing Required Total Required Length Status SEOOM7) STOR.Y 5NL PLAN Line Method g (ft) Bracing Provided (ft) „ 1 WSP 10Bracing 31.19 1.185 3.78 25.19 OK V SCALE: 3/16 = 1 ft z V 2 GB 12.33 6.55 1.185 7.76 52.69 OK n-n, 3 CS-WSP 13.92 3.48 1.185 4.12 24.33OK l� O- A CS-WSP 8.50 2.50 1.458 3.65 16.33 OK UA B GB 10.58 5.76 1.458 8.40 17.67 OK L Vw O , C GB 12.00 6.40 1.458 9.33 23.00 OK } z Z Q z V lu D GB 12.50 6.63 1.458 9.67 25.42 OK z wlu E GB 9.5$ 5,50 1.458 8.02 17.$3 OK ZO z A O F CS-WSP 5.50 2.50 1.458 3.65 13.58 OK r O z BWL G BWL H BWL I BWL K A- J O® J to V Q 22-5" 8'-1" 38-3 Wind Adjustment Factors -Table R602.10.3(2) (p.187) O O d Lower Story Q p --- - I Garage Garage Dwelling Dwelling 9 Numbered Lettered Numbered Lettered Comment � Z Exposure Category 1.00 1.00 1.00 1.00 Exposure B Roof Eave-tc Ridge Height 0.99 0.99 0.99 0.99 9'-10" Gar; 9'-8" Dwelling ' Story Height 0.98 0.98 1.01 1.01 9'-8" Gar; 10'-2" Dwelling I 4-10 33-0 13-I1 5-6 Number of Braced Wall Lines 1.00 1.00 1.60 1.60 2, 2 GAR; 5, 5 Dwelling I I I -_ __`__ _ -_ _ _-_-_-_-- Additional 800 Ib Hold Down 1.00 1.00 1.00 1.00 N/A ' BWL 4 -- ' 4 yvnr.s+t,^e. Gypsum Board Fastening 1.00 1.00 1.00 1.00 NIA Wind Factor Total 0.970 0.970 1.600 1.600 jl. M � I I f?-�•A,rG '1 i Braced Wall Bracing Braced Wall 130 mph Wind Factor Total Bracing ~; I,a� � � }� 17 ''-k' Line Method Line Spacing Required Required Length Status c r --- -- (ft) Bracing (ft) Total 14 -�. ,•, Y, BWL 5 Bracing Provided (ft) � - `'�'' BwL L Garage I 5 CS-WSP 25.42 5.08 0.970 4.93 6.00 OK �l•. (r. R e 7 CS-WSP 25.42 5.08 0.970 4.93 5.83 OK ! ; F D LIVEREDEQ 2 2 2021 BWL J G CS-WSP 22.42 4.48 0.970 4.35 7.08 OK PLYWOOD SHEATHING - ---� � 'I -(- ,1 { I ( I m --- - H WSP 22.42 5.48 0.970 5.32 6.00 OK r I I UNDER WALLBOARD -. I = - � � m DwellingCl 40 q I Ix I 4 CS-WSP 24.50 9.58 1.600 15.33 17.25 OK r' I ' 5 CS-WSP 25.42 9.90 1.600 15.84 25.00 OK i I I '8-O I 6 GB 18.70 15.03 1.600 24.05 24.25 OK p 7 CS-WSP 28.67 11.03 1.600 17.65 18.00 OK i BWL 6 - ---------- in--- - - -- 8 CS-WSP 20.33 8.12 1.600 12.99 13.00 OK O IL H WSP 8.58 5.00 1.600 8.00 15 0 � O ' I GB 22.94 16.40 1.600 26.24 29.08 OK O 3 O o J WSP 19.10 9.10 1.600 14.56 20.42 OK p (`(� IL-'------.-------- /' I PLYWOOD SHEATHING I �'_•; K WSP 20.00 9.50 1.600 1520 20.08 OK O v r O UNDER WALLBOARD t( L CS-WSP 5.50 4,50 1.600 7.20 22.33 OK i PLYNOOD SHEATHING I -- I'! UNDER WALLBOARD ff O I•'i! I i In e ./ '� LL '� LU PLYWOOD 5HEATHING N I WALL A A- UNDER BO RD � J N o QQOL ---- I �- 4'-10" �'-D" 4'-10" I I I I I ow O 3 u.. 1 I I BWL 8 I -,i _- - O m Oil I I I I I I DATE: FEBRUARY 2021 22'-0" I -3" I 5'-6" MALL BRACING PLAN FIRST 570R`Y E3NL PLAN DRAWING NUMBER SCALE: 3/16" = 1 ft Z TABLE R802.5.2 RAFTER/CEILING JOIST HEEL JOINT CONNECTIONSa,b,c,c1,e,g GROUND SNOW LOAD(psf) z 20' 30 v RAFTER RAFTER I ar SPACING Roof span(feet) O SLOPE (inches) 12 120128136112 120_ 1 28 136 iL Required number of 16d common 1�1 LU nails', per heel joint splices°°a,e O 12 4 6 8 10 4 6 8 11 z 3:12 16 5 8 10 13 5 8 11 14 24 7 11 15 19 7 11 16 21 N 12 3 5 6 8 3 5 6 8 Q SOLAR-READY ZONE [TIO3.3] 4:12 16 4 6 8 10 4 6 8 11 C14PROVIDES 36" WIDE ACCESS PATHWAYS 24 5 8 12 15 5 9 12 16 # FROM EAVE TO RIDGE WHERE SHOWN [R324.6]. THE SOLAR-READY ZONE SHALL 12 3 4 5 6 3 4 5 7 REMAIN CLEAR OF OBSTRUCTIONS SUCH AS 5:12 16 3 5 6 8 3 5 7 9 VENTS, ETC. [TI03.4] (TYPIGAL-3) ROOF LINE 24 4 7 9 12 4 7 10 13 12 3 4 4 5 3 3 4 5 7:12 16 3 4 5 6 3 4 5 6 Q WALL LINE WALL LINE 24 3 57 9 3 5 7 9 ATTIC PATHWAY FOR SOLAR ELECTRIC [T103.8] 12 3 3 4 4 3 3 3 4 INSTALL 2"(P VERTICAL SCHEDULE 80 PVG tY 6ROOF BELOW ROOF BELOW (Y O 9:12 16 3 4 4 5 3 3 4 5 CONDUIT THROUGH ALL WALLS TO ATTIC, WITH (Y tY TEMPORARY PLUGS OR GAPS AT EACH TERMINUS24 3 4 6 1 7 3 4 6 7 [E3b023.21. cv � 9 2x10 RR AT 16" o.c. 2x10 RR AT 16" o.c. _ �j � E 12 3 3 3 3 3 3 3 3 12:12 16 3 3 4 4 3 3 3 4 � 4. __. __ ROOF LINE q : Q -- - 24 3 4 4 5 3 3 4 6 4 ..,...,M, — (V WALL LINE For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 pound per a Q I -----.___.._._._._ .. i 'q 1 �r �, square foot=0.0479 kPa. a. 40d box nails shall be permitted to be substituted for 16d 9 . _. _... -' common nails. b. permitted to be reduced 25 Nailing requirements shall be AlI6 o.c. percent if nails are clinched. v, d 1 ' 1 50 � q c. Heel joint connections are not required where the ridge is - -- 1z --- - --- �I.!-- - :. ..,-..,. _ :.. .. d. Where supported ermed iny a termediate-bearing upport of the rafter s pro i beam. dGGESS ROOD �' w provided by f ACCESS 8001= % .r x• vertical struts or purlins to a load-bearing wall,the tabulated heel joint connection requirements shall be -- - - - ) permitted to be reduced proportionally to the reduction in 1 . = ,`;1 ..... ... .........a..,.... . ¢ � e. Equivalent nailing patterns required for ceiling joist to ceiling joist lap splices. ~ O f. Applies to roof live load of 20 psf or less. `I 135 x 14 LVL STRUCTURAL RIDGE \\ N g. Tabulated heel joint connection requirements assume — V. POST RIDGE DOWN TO BEARING 1 W WALL AT 12'-0" ON-CENTER OR LESS that ceiling or rafter ties are located at the bottom 2x12 RIDGE 2x12 RIDGE j yes are 1— POST ON -- locof ated higher the attic,heWhere el joint connection joists or rafter t V W cm O 1 . v requirements shall be increased by the following factors: Z Z � - t - 1,% EXTEND RIDGE TO — — —1 tT O J W I BEARING WALL AT p — d) Z W HC/HR Heel Joint Connection Adjustment Factor (n Q - 1- O z_ GARAGE ROOF BELOW s) ALL VAULTED Q v '' 1 CEILINGS 1/3 1.5 Z tU O Z dl 64 p 1/4 1.33 < �` lY W ® O . `- 1/5 1.25 d� ^- OQC 01/6 1.2 O O lY ._. n, + y� O O1/10 or less 1.11 Q Q N y i HC=Height of ceiling joists or rafter ties measured vertically Z �.. l� a X 2x6 RR AT 16" o.c. above the top of the rafter support walls. _ = r HR=Height of roof ridge measured vertically above the top of Q X i 2x10 RR AT 16" o.c. — 2x10 RR AT 16" oz. the rafter support walls. WALL LINE 2,10 RR AT I6" O.c. 2x10 RR AT I6" c� * �, r . ROOF LINE ROOF LINE ROOF BELOW PORCH ROOF BELOW WALL LINE DDIVERED FEB 2 2 2021 ROOF LINE Q J r O OO � r OLL to Ox PLAN O ROOF LAN 0 SCALE: 1/4" = 1 ft O O �v < < o O 5TRUGTURAL DESIGN NOTE a u�I 7 In accordance with the 2020 RGNY5; structural < elements such as engineered wood, steel and 1 < _ < steel/wood composite columns, beams, headers and < OL girders that: ? N 060 tV 1) resist gravity loads, and U lJ) J 1L 0 2) are not contained in the prescriptive design O W provisions of the 2020 RGNY5 IL O were designed in accordance with m 1-_ ANSI/AWG NDS-2016 with 2018 supplement. O Structural elements such as walls and fenestration that: DATE: FEBRUARY 2021 1) resist wind loads, and 2) are not contained In the prescriptive design ROOF PLAN provisions of the 2020 RGNY5 were designed in accordance with ASCE 1-16 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A -7 m 7 ROOF --------� 2x EXTERIOR WALL I I z I O Im i v — — I I I 6" GL05ED-CELL SPF INSULATION Z --� I STUD TO FLOOR J015T 0 j 51MP5ON COIL STRAP p[ --4------------------------------------------�-4---------------------------------------------------------------�-------------------------------------------------------y (4)-8d NAILS AT EACH END O tL CEILING LAUNDRY I ( I FAMILY BATH �_ i —— — — — — — — MASTER BATH I j 2x SOLID BLOCK 8 AIR-SEAL BETWEEN FJ 0 - - - - - - - - — — — — I 2x RIM BOARD W >I I I > (- - - > I > I I I > ? I ? I > � > CANTILEVERED FLOOR JOIST - V WG - - - - NG WASHER I i I I LAV. I I I LAV. I LAV. 0513 b VINYL SOFFIT TUB TUB Q N (V I I I I I I FLOOR J015T TO WALL: SHOWER 2x EXTERIOR WALL 51MP50N H2;(5)-8d NAILS TO FJ 8 (5)-8d NAILS TO STUD i - 2nd FLOOR I I ( I -----------------i ALTERNATE WHERE FJ/STUD M15ALIGN5: ----------- -- -- ------- --- „ --------- ---- ----------- I-i/2' W--- i-i/2' w 2" w --- 3:: -- 2:1 w --- -------------------------------------- --- 2' w 3 W 1-1/2" V-47--r 2 f IFLOOR J015T TO PLATES: 2 �y I G.O. 2" w 3" W I I G.O. 2" W 3" W I i SIMPSON H2.5;(5)-8d NAILS TO FJ,(5)-8d NAILS TO PLATES ------------------ -1------------------------------------------ --I--------------------------------------------------------------- -------------------------------------- I SIMP50N HPLATES TO STUD: TO PLATES, (5)-8d TO 5TUD I O GEILING — — — — — —— — — — — — — — — — — POWDER BATH I 2x ROOF RAFTERS AT I6" O.G. .- _, — KITCHEN _ _ I USE &ALV. HURRICANE TIE BETWEEN EVERY RAFTER AND THE ROOF BEAM >I �I >I >� - - - - �1 - - - - -1 � DETAIL �T FLOOR I +- 2x CEILING JOISTS AT 16" O.G. �J II I OANT I LEVEE'S SETBAC,<S USE ( NAILS RAFTER I IWC I WC � � JOIN HEEL JOINT CONNECTION ION KIT SINK I LAV. X LAV. I I 5GALE: NT5 ROOF BEAM (SEE PLAN FOR SIZE) N DW m m IPRESEj ASSEMBLE WIRTHATIVE IO-d NTREATED I 12" O.G. 5TA66ERED ALONG LENGTH I I 5HOWER Ist FLOOR VENTED VINYL SOFFIT Ix8 TRIM BOARD " ------------------------- --------------------- ----- ------------------------------------------------- --------------- ----------------- --- ------------------ 2" N 1-1/2" w 3" w 1-1/2" w 3" W 2"W j UPLIFT CONNECTIONS: C5I8 6ALV. COIL STRAP G.O. 2.. HG.O. 2.. W 3:: W G.O. 2 W 3" I I USE (2) AT EACH POST, TOP d BOTTOM 1 5/4"xb" DECKING (4)-I0d NAILS AT EACH END ------------------------- -------------------� w - ------------------- --- ------------------- ----------------------------------------- -------------7 PERPENDICULAR TO JOISTS CEILING � (2)-Sd THREADED NAILS OR G.O. 4" W 1 -L —II F A I (2)-No. 8 WOOD 5CREW5 AT :4X4 WOOD COLUMN 4' W i 4" I EACH SUPPORTING MEMBER I [R50'7.73 RES PRESERVATIVE DIRECTLY ON FLOOR BEAM 1 FLOOR BEAM (SEE PLAN FOR SIZE) FLOOR JOISTS �UG3B PRESERVATIVE TREATED a3I NO RISER GER D I AOR J` [R50-7.51(SEE PLAN FOR SIZE) ASSEMBLE WITH TWO ROWS OF 10d NAILS UG3B PRESERVATIVE TREATED 16" O.G. ALONG EACH EDGE [RS1.5] I TO APPROVED SCALE: NT5 HOUSE TRAP i SANITARY SYSTEM GRADE 4x4 WOOD P05T BASEMENT FLOOR j UG3B PRESERVATIVE TREATED Z --------------------------------------------------------------------------� ^ • PB44 HOT-DIPPED &ALV. P05T BASE ANCHOR 1 I 1 m FW- J-4-1 W (h z z 12"(Px b'-O" HIGH P.G. COLUMN WIITH (2)-#4 Z�- W - VERTICAL REBAR ON }- w Z tu -�ttOzW 24" x 24" x 12" DEEP P.G. FOOTIING WITH (2)-#4 m �Z W REBAR EACH WAY, REBAR -4" ABOVE (� I� ',I-) < BOTTOM (LJ z Lu Q z � L W TYPICAL ROOF R-3a p/ ASPHALT ROOF SHINGLES OVER 15# FELT OVER QQ (1�W d ® O " 5TRUGTURAL PANEL SHEATHING OVER �'�/ Q tu -�O 2x10 RAFTERS AT 16" O.G. I I F I GA,L FORC.H 17ETA I L — m '� Q R-3Q b" THICK CLOSED-CELL SPRAY POLYURETHANE FOAM (SPF) IL Q � } '811 Q L-75 x 14 LVL STRUCTURAL RIDGEWITH Y2" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] SCALE: NTS / is) O <Q (5EE ROOF PLAN FOR P05T LOGATION5) OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.6] Q < Q R I DOE TFNS I ON 57RA ': 12 WRAP 57RAP OVER RAFTER (5) 10-d COMMON NAILS AT EACH END OF STRAPI 8 Z 1 I 1 �- y,� �x -x x�-xx�. J1 J II Iu� I Ii ii��II�I II II n u II LI I� I I --L J1J.L 1-L 1111 J1 J.L 1.L 1 I 1 I I I t 2x4 COLLAR TIE AT 48° O.G. i i !eyw GABLE WALL INSULATION (OPTIONAL) CONTINUOUS: R-5 I-INCH RIGID FOAM XP5� CAVITY: R-13 2 SPF '�•.. .'.ge« l " ° SEALED ATTIC (INDOtI GTLY CONDITIONED) - MT530G STRAP-TIE '«. � �-«�l0 (BEYOND SECTION) 2 SOLID EAGH RAFTER A, .1e, .„`;, «• 2x6 GJ AT 16" O.G. 11 O �� SMOKE G.O. WOOD BLOCKING + I DETECTOR IN ATTIC `'•j I I i, 1-1/4" WIDE 20-OUAOE �' — GALVANIZED STEEL STRAP �'�k RAFTER TO STU1D• NOTE: ALL DUCTS SHALL BE EAGH 51DE OF WINDOW AND r•r`,fih "''•�"''°" �4 °` WRAP STRAP OVER RAFTER TYPICAL EXTERIOR WALL R-20 LOCATED IN THE ATTIC, 1/2 GYPSUM DOOR OPENINGS. INSTALL ``�.�e„z E"` .,•" 2x4 STUDS AT Ib" O.G. INTERIOR SECOND STORY BOARD FINISH STRAP FROM TOP OF TOP (4) 8-d COMMON NAILS AT EACH END OF STRAP (2)-2x4 TOP PLATE;2x4 SOLE PLATE WALL CAVITIES AND SECOND PLATES TO JAGK STUD. '' ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED (2)-2x8 HEADERS UNLE55 OTHERWISE NOTED ON PLAN N FLOOR PLATFORM. MIN. R-6 MINIMUM LENGTH BELOW ELt V�� E� 7 26Zj IAN MANUFACTURER'S SPECIFICATION R-15 UNPAGED FIBERGLASS BATT CAVITY INSULATION DUCT INSULATION IN ATTIC. O HEADER = LENGTH ABOVE WHERE RAFTER ALIGNS WITH STUD VINYL SIDING OVER HOUSEWRAP OVER R-5, I" XP5 INSULATION N z BOTTOM OF HEADER OVER 1/2" STRUCTURAL PANEL SHEATHING G5-HSP - R-13 2" GIOSED-CELLLu r z HALL LAUNDRY W I G SPF AT RIM JOIST N N O O u12 -1.75 x 11.875 LVL " BEYOND SECTION � DOUBLE-FRAMED QSTAIRWELL (TYP) 3/4" 5UBFLOOR a M IL n, N 11.875 TJI-560 FJ AT 16" O.G. O O Q� � O TYPICAL INTERIOR WALL _ - II Z � 0 0 2x4 STUDS AT 16" O.G. I I (3)-1.75 x 11.875 1/2" GYPSUM NALL STUD TO NALL STUD : (2)-2x4 TOP PLATE;2x4 SOLE PLATE -- I I LVL FL HDR BOARD FINISH � a o � STRAP OVER OR UNDER SHEATHING Y2" GYPSUM WALLBOARD ON BOTH SIDES _1v A (4) 8-d COMMON NAIL5 AT EACH END OF STRAP _1st FLOOR PLATFORM F- 5EE WIND GOMPL I ANCE PATHWAY NOTES ON SHEET a WOOD FLOORING OVER R-13 2" CLOSED-CELL 2x8 PLAT I I o _ TENSION STfi� i=I NO Q tL 3/4" PLYWOOD 5UBFLOOR SPF AT RIM JOIST I I fr is O Q 2 x 10 FLOOR JOISTS AT 16' O.G. O {— O OR055 BRIDGING AT MID5PAN Y ` AT ALL OPEN I N65 O O U � kQ SILL CONSTRUCTION: 1/2" GYPSUM I HALL PANT R SCALE: NTS w < O 6 2x6 P.T .(UG-35) SILL ON TERMITE SHIELD BOARD ( I V ON SILL SEAL WITH I/2 FINISH ANCHOR BOLTS � � [L V Z (SEE TYPICAL WALL DETAIL) INISHED FLOOR �-- 0.Q STAIRS Q Q Q OL (2)475 x 11.875 N O INI5HED GRADE ..nn FINISH GRADE LVL GIRDER V LU V STUD TO SILL FLATS : � ,� WRAP STRAP UNDER BILL PLATE PER CODE SLOPE 6" IN 10' MIN. AWAY FROM BUILDING (4)-3/8 LAO 5GREW5 D o LL BASEMENT O W O COMMON NAIL5 AT EACH ENOF STRAP 2xa PLAT w = (INDIRECTLY CONDITIONED) TILL I=- SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET � N p N •a . o FULL HEIGHT R-II BLANKET WALL r �O Q INSULATION AS MANUFACTURED BY O GERTAINTEED CORP. A5TM E84 MAX. J .d •� a . ' 1/2" GYPSUM N FLAME SPREAD INDEX = 25 BOARD - MAX. SMOKE DEVELOPED INDEX =: 50 FINISH m 4" P.G. FLOOR SLAB TOP OF BASEMENT SLAB DATE: FEBRUARY 2021 36" x 36" x 12" DEEP P.G. FOOTING SECTIONS 4 8" POURED CONCRETE FOUNDATION STEM WALL w/(3)-#4 REBAR E.W. DETAILS UPON I6" x 8" Ht CONTINUOUS P.G. FOOTING H I Ofd-lel I ND UPLIFT STRAFE'I NO MINIMUM 3'-0" BELOW GRADE 5GALE: NTS DRANINS NUMBER SGT I ON A NOTE: ALL METAL STRAPPING SHALL BE 1 1/4" x 20 CAGE (SIMPSON 0520 COILED STRAP). SCALE: 1/4" = I ft A — c5 STRAP LENGTH 5HALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RE51 DENTI AL GODS Q OF NEW YORK STATE RIOI.I UNIFORM CODE= All work shall conform to the New York State Uniform Fire Prevention and Building Code - Icl WORR TABLE R301.2(1) WIND COMPLIANCE PATHWAY NOTES and publications Incorporated by reference therein• ZO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA R1052 BUILDING PERMIT= A building permit shall be Issued by the WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN STANDARD: 2020 RGNY5 Town prior to the start of work. A cop of the building permit 0 and approved construction documents shyall be kept on-site FLOOD ULTIMATE DESIGN WIND SPEED: OBTAINED FROM until project completion. h GROUND SEISMIC WINTER ICE BARRIER AIR MEAN SNOW Seed Topographic S eciai wind Windborne DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL htt s:lAiozards.otrovnr-il.or FOR THE PROJECT LOCATION: pp Weathering Termite TEMP REQUIRED HAZARDS INDEX TEMP p g LOAD (mph) effects region debris zone CATEGORY depth N 41.0031 0 W '12.5665 0 THIS NEW RESIDENTIAL STRUCTURE UTILIZES RI06.3 DESIGN PROFESSIONAL= A Certificate of Authorization is Z WIND DESIGN 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE PRE-ENGINEERED WOOD 6ON5TRUGTION filed with The State Education Department entitling D'Aaro v 20 psf 127 None No No B Severe 36" M to H 15 'F Yes None 599°F-DAYS 51.0° F8301 2(5)B FOR FLOOR FRAMING AND ROOF FRAMING. Engineering and Surveying, P.G. ("Designer") to provide professional engineering services. However,the Designer has MANUAL J DESIGN CRITERIA-Central Islip MEAN ROOF HEIGHT IS NOT GREATER THAN 50 FEET [TABLE THE OWNER SHALL NOTIFY THE TOWN AND not been retained to provide construction engineering, 8301.2(3)] AFFIX THIS SIGN IN ACCORDANCE WITH supervision nor inspection,and therefore Is not respponsible LL Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXP05URE CATEGORY: EXPOSURE B TITLE la NYGRR PART 1265. for work performance of the builder. The builder shha11 O Elevation Latitude heating cooling factor temperature cooling difference :" immediately notify Designer, In writing, If there Is any W g g COMPONENT AND CLADDING LOADS [TABLE 8301.2(2)] DO NOT discrepancy found between fie) 0 p y d conditions and plan a 60 ft 41° North 150 99%outdoor DB 850 1% outdoor DB 0.998 70°F 75°F 55°F REQUIRE ADJU5TMENT COEFFICIENTS [TABLE R301.2(3)] dimensions,especially with regard to existing construction. 0 N MAIN ROOF UPLIFT CONNECTION FORGE = 200 plf (2&-0" roof 83012.1 WIND DESIGN: In accordance with Figure R301.2(5)I3, wind - Wlnter Summer g Cooling temperature Wind velocity Wind velocity Coincident Daily range - span, 140 mph, pitch greater than 5:12) [TABLE R602.111 design is not required. This building is designed In W p difference heating cooling wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 140 plf accordance with the wind provisions of the 2020 RGNY5. 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 = 60 plf Q iy 83012.1.2 PROTECTION OF OPENINGS, This building In not located Q � UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP In a Windborne Debris Region. n OF ALL BRACED WALL PANELS [R602.3.5]. R3012.4 FLOODPLAIN: This building is not located in a flood # (� hazard area. R301.5 LIVE LOADS: Minimum uniformly distributed live mads: IWX J1�-1 Attics without storage 10 psf,Attics with storage 20 psf, O Balconies d decks 40 psf,Rooms other than sleeping rooms 40 psf,Sleeping rooms 30 psf,Stairs 40 psf TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) R301b ROOF LOAD: Roof Design Load is based on the greater ZI of the Ground Snow Load (20 psf,applied per A50E-1) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table 8301.6. 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 ground snow load column to OF FASTENER OF FASTENER ° THICKNESS DESCRIPTION ° OF FASTENER AND LENGTH Edges Intermediate account for unbalanced Toad conditions. Roof Floor (inches) support (inches) (inches) 8301.8 NOMINAL SIZES: Dressed lumber dimensions specified on �� i „ „ (inches) these plans are nominal sizes. Engineered wood dimensions 4-8d box(2Y2"x 0.113 ),or 4-8d box(2 x 0.113 ),or g 3-8d common(2 2" x 0.131"); or 3-8d common(2 2"x 0.131")• or Wood structural panels,subfloor,roof t; and wall sheathing to framing and particleboard wall sheathing to framing (LVL,P5L, I joists,glu-lams,etc) are actual dimensions. 1 Blocking between ceiling joists or rafters to top plate Toe nail 21 Joist to sill,top plate or girder ' Toe nail Y 3-1 Od box(3"x 0.128");or 3-1 Od box (3 x 0.128 ),or Staple 15 ga. I /4 4 g R302.1 FIRE-RE515TANT EXTERIOR WALL5: All exterior walls and ted 3-3"x 0.131" nails 3-3"x 0.131"nails Up to 2 0.097-0.099 Nail 2 a 3 6 are notions fire-restshalls be loccrated.t least 5 feet from lot Imes and 4-8d box(2Y2"x 0.113");or 8d box(2 2"x 0.113") 4"o.c. toe nail Staple 16 ga. 1 / 3 6 R302A FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common(2 Y2"x 0.131")• or Rim joist,band joist or blocking to sill or top plate 8d common(2 i/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 ' Perjoist,toe nail 22 roof applications also " " " i9 s Staple 15 and 16 a 2 having a F51 = 15 (req'd max. 200) and a 5DI = o (req'd max. 3-10d box(3 x 0.128"); or ( PP ) l Od box(3 x 0.128 ),or 6 o.c.toe nail /2 and/ P g • 4 8 450);and complies with Code. 3-3"x 0.131"nails 3"x 0.131"nails 0.097-0.099 Nail% 4 8 ++ ++ ; � �' 0. " ; Staple 14 a. 2 8302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter, laps over 4-10d box(3 x 0.128 ) or 3-8d box(2/ x 113 ) or P g 4 8 IN5ULATION= Exposed insulation that Is not Installed In 3 partitions [see Sections 8802.3.1,R802.3.2 and Table 3-16d common(3 2"x 0.162");or Face nail „ 2-8d common(2 2"x 0.131"); or 2Y s Staple 15 ga. 1 Y/4 3 6 concealed spaces having substantlal 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/ surfaces shall have a F51 s 25 and a 5DI , 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 BLOCKING: Use approved material to fireblock 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail 3-16d box(3%2"x 0.135"); or Staple 14 ga. 2'/4 4 8 around all penetrations of the floor and ceiling planes,and R802.5.1(9)] 24 2 subfloor to joist or girder „ Blind and face nail 2-16d common 3 / x 0.1620. 1 where otherwise specified by the 2020 RGNY5. ( ) 113 2/ 3 6 3-16d box(3 2At each bearing,face nail"x 0.135")• or 1 Staple 15 ga. 2 3/ 4 8 R302.12 DRAFT5TOPPING: Not needed for this project. 4-lOd box (3"x 0.]28");or 25 2"planks(plank&beam-floor&roof) � 5 Collar tie to rafter,face nail or 1 ,i 4" x 20 ga.ridge strap 3-IOd common(3"x 0.148");or Face nail each rafter 2-16d common(3 „x 0.162) 0.097-0.099 Nail 2 4 8 R302.13 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 4-10d box 3"x 0.128" or NOMINAL MATERIAL a,b R302.14 COMSU5TIBI E INSULATION CLEARANCE: Recessed ( )� DESCRIPTION OF FASTENER AND LENGTH a luminaires shall be IG-rated I/A/W N1102.4.5 with se oration 1 3-16d box(3/" x 0.135");or 26 Band or rim oast to oast ,+ +, End nail THICKNESS v 3-I Od common 3"x 0.148" or 2 toe nails on one side and 1 toe 4-3 x 0.131 nails;or (inches) Edges Body of panel f 6 Rafter or roof truss to plate ( )' � (inches) from Insulation per listing. - PP 4-3 x 14 ga. staples, /6 crown ) inches inches 4-10d box (3"x 0.128"}• or nail on opposite side of each rafter (inches) (inches)' or truss' 8308.4 HAZARDOUS GLAZING LOCATIONS. Tampered glass or OL � 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 at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. (n W m z• 6 Y2"" 11 ++ .1 ' ++ ++ ; ++ g v Z W Z 4-16d box(3 / x 0.135 ),or 3-IOd common(3 x 0.148 ) or l Od box(3 x 0.128 ) or 24 o.c. face nail at top and bottom 3d corrosion-resistant ring shank nails R309.1 GARAGE FLOOR SURFACE tiara a floor shall Ibe 5-inch Z <4 dl z DC Toe nail 3 6 }- Z 4-10d box(3"x 0.128"); or 3 x 0.131 nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-inch per foot toward vehicle 1p - - -t T O-I w Roof rafters to ridge,valley or hip rafters; or roof rafter 4-3"x 0.131"nails 27 Built-up girders and beams,2-inch lumber layers entry doorway. Q ((� d= t- Z luZ And: Staple 18 ga., %long,%crown v N 7 to minimum 2"ridge beam 2-20d common 4"x 0.192" or (finished flooring other than tile) 3 6 8310 EMERGENCY ESCAPE AND RESCUE OPENINGS: It Is the Z O z 4 0-z g 3-16d box(3 2" x 0.135"); or „ ( )' Face nail at ends and at each splice % builder's responsibility to verify that window units supplied by d p- O LU 2-16d common(3 72" x 0.162"); or 3-10d box(3 x 0.128"); or 1%4 long x .121 shank x.375 head diameter corrosion-resistant the manufacturer comply with the, dimensional requirements for IL O 3-10d box(3"x 0.128");or End nail 3-3"x 0.131"nails (g ) g ( ) 8 8 emergency escape and rescue openings where required. (�/ X J < (galvanized or stainless steel roofing nails for file finish O +F- m 3-3"x 0.131"nails i 8311.1 STAIRWAYS= Interior stalrwa s shall be pre-assembled } Q 4-16d box(3 2"x 0.135");or 1 T long,No. 8 x.375 head diameter,ribbed wafer-head screws y be O IY Wall for file finish 8 8 wood units. The maximum riser height shall 8-1/4 Inches and ,`^^ ry CS 4 l/ 28 Ledger strip supporting joists or rafters 3-16d common(3 2"x 0.162");or At each joist or rafter, face nail ( ) the minimum tread depth shall be cl Inches,plus nosing where V 1 Z Q Q 16d common(3 72" x 0.162") 24" o.c. face nail 4-1 Od box(3"x 0.128"); or Plywood required. Provide hondralls per Code. < 8 Stud to stud(not at braced wall panels) 10d box(3"x 0.128");or4-3"x 0.131"nails 14 ring or screw shank nail-minimum 8312.1 GUARDS: 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 2-1Od box(3 x 0.128 );or 2-8d common %and%6 12 2 ga. (0.099")shank diameter conform to Code. < g � nail _ 29 Bridgingor blocking to 'oast x 0.131" ; or 2-3"x 0.131"nails Each end,toe � Y Stud to stud and abutting studs at intersecting wall 16d box(3%2' x 0.135");or 12"o.c. face nail (2Y2" ) Staple 18 ga., /, /6 crown width 2 5 8312.2 WINDOW FALL PROTECTION: Windows with sills less than 9 3"x 0.131"nails SPACING OF FASTENERS i1� Y is i 1 %4 ring or screw shank nail-minimum a 24" above finished floor and greater than '72" above grade corners(at braced wall panels) 1� /32, /, /2 and/ i 6 8 shall be protected per Code. 16d common(3/2 x 0.162 ) 16 o.c. face nail DESCRIPTION NUMBER AND Intermediate 12Y2 ga. (0.099 ) shank diameter 16d common(3 1/2" x 0.162") 16"o.c. each edge face nail TE OF BUILDING ELEMENTS TYPE OF FASTENERa'b'` Edges h supports`,' 12 ring or screw shank nail-minimum R3I4 SMOKE ALARMS AND HEAT DETECTION= Interconnected ++ ++ ++ (inches) •,.b�, . f.„ 10 Built-up header(2 to 2 header with 2 spacer) i „ „ Inches i9 s 23 Y i ++ 3 6 smoke alarms,carbon monoxide alarms,and heat detection 16d box(3/ x 0.135 ) 12 o.c.each edge face nail (inches) /2, /, /2 and/ 12/2 ga. (0.099 )shank diameter alarms shall be installed at all locations shown on the plans. •,.•�, r C1 M'®•�;;o ";,� :':;,* Wood structural panels,subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 a 12 6 8 `p ` ••'•�C "'' U ` 5-8d box(2 2"x 0.113");or P > g g P g g P g •� 8315 CARBON MONOXIDE ALARMS: Install at all locations , f,,�;r"k '�,.-�� , '"•" "J + ++ . see Table R602.3 3 for wood structural panel exterior wall sheathing to wall framing] r specified on the plans. 11 Continuous header to stud 4-8d common(2 i/2 x 0.131 ),or Toe nail [ O P g gl Hardboard P p 4-1Od box(3" x 0.128") 6d common 2"x 0.113 nail 12 long ring-grooved underlayment nail 6 6 R311 WOOD DECAY PROTECTION.. Lumber specified In the plans 16d common 3%2'x 0.162" 16"o.c. face nail 30 /s -/2' (subfloor,wall)' 6 12' 0.200 4d cement-coated sinker nail 6 6 as pressure preservative- treated (P.T) shall be to 19 ++ _ ++ 1 ++ ++ f accordance with AWPA UI for the Intended use and location. 12 To late to to late " 31 /2 1 8d common nail 2/ x 0.131 6 12 Staple 18 a. %lop (plastic coated 3 6 Fasteners shall be hot-dipped galvanized steel,stainless'* �:,'•'S ; '"' P P P P l Od box(3 x 0.128 ),or 12"o.c. face nail „( ) P g g ) pp g '--'� `° "••°` ' 11 i •:' 3"x 0.131"nails IOd common 3 x 0.148 nail;or steel,silicon bronze, copper or I/2 diameter or greater •;�,:i ,�� Y811" - i ( ) � 6 12 steel bolts. ►;.. •,,,�•°, Particleboard 32 1/ 1/ 8d 2 2"x 0.131" deformed nail - ( ) 9 ,i 4 4d ring-grooved underlayment nail 3 6 R401.4.1 GEOTECHNICAL= Footings and foundations shall rest on ^ i „ Other wall sheathing Staple 18 ga., /long, /6 crown 3 6 undisturbed soil with a minimum load-bearing value of 2,000 KLIVERE0 FEB 2 2 2021 8-16d common(3Y2"x 0.162");or Face nail on each side of end joint J/ psf. Visually graded soils that have this load-bearing value 1 72 galvanized roofing nail, /6 head 6d ring-grooved underlayment nail 6 10 13 Double top plate splice 12-16d box 12-1Od box(3'/x 0. 283);'oror (minimum side lap splice length 33 2" structural cellulosic fiberboard sheathing diameter,or 1" crown staple 16 a., 1 %4" lop 3 6 % i Y Icncaluee grovel;H 4 rovel and 5P-sand and sandy avaelelsand;SM OM 4 sib arty each side of end joint P g g Staple 16 ga., 1 /long, /crown 3 6 � � g gravely y 12-3" x 0.131"palls ) 3 ++ 7 ++ an c ayey sand. Unsuitable subsoil material encountered 1 /4 galvanized roofing nail, /6 head i s 6d ring-grooved underlayment nail 6 10 duringexcavation shall be excavated and replaced) In-situ O t- 34 222" struchiral cellulosic fiberboard sheathing diameter or 1"crown staple 16 a. 1 %"long 3 6 2' s s with /4' crushed stone to a minimum depth of 8 Inches or AOSE. Z P g = g Staple 16 ga., 1 /long, /crown 3 6 P 16d common(3 2"x 0.162") 16"o.c. face nail i „ d 12"galvanized roofing nail; staple galvanized, 84022 CONCRETE: Basement walls, foundation walls,exterior Op Bottom plate to joist,rim joist,band joist or 35 / gypsum sheathing 12" ion 1 %4" screws,Type W or S 7 7 walls and other vertical concrete work exposed to the 14 blocking not at braced wall panels) 16d box(3 2" x 0.135");or g' yP For SI: 1 inch=25.4 mm. weather shall be air entrained stone concrete with a minimum T `9 g( P ) „ „ 12 o.c. face nail 3 compressive strength of f'c=3,000 sI at 28 days. Porches, In la_ V _L 3 x 0.131 nails 5 „ d 1 /4 galvanized roofing nail; staple galvanized, p g P ay • 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 M) 3-16d box(3Y2"x 0.135" • or 3 each 16"o.c. face nail 1 / long; 1 / screws,Type W or S g P t 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 exce t as noted. minimum compressive strength of fc.=3,500 psi at 28 da Q , 15 2-16d common(2 2" x 0.162")• or 2 each 16"o.c. face nail Wood structural panels,combination subfloor underlayment to framing P P P 9 P �• � O blocking(at braced wall panel) ' c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. F- m 4-3 x 0.131 nails 4 each 16 o.c. face nail 6d deformed(2 x 0.120 )nail;or 8403.1.4.1 FR05T PROTECTION Exterior footings and foundations O �p m 37 4" and less i " 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 8d common(2/ x 0.131 )nail O ( ) d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 3'-0" below finished grade. V _ 4-8d box 2 2" x 0.113" ;or O � 3-16d box(3 2"x 0.135"); or 38 2 „ 8d common(2 2"x 0.131")nail; or e. For 5-ply panels, intermediate nails shall be spaced not more than 12 inches on center each way. - 'p_ } /g 1 „ „ 6 12 R404.1.-1 BACKFILL: Backfill shall not be placed against Z Toe nail 8d deformed(2 2 x 0.120 )nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minimum of 1 days. Brace to IN 4-8d common(2 2"x 0.131");or y • p � � O - IL 4-1 Od box(3"x 0.128");or l Od common(3"x 0.148")nail;or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speec is less than and bottom of wall during backfill placement. O P 4-3"x 0.131"nails 39 1 g" - 1 %4" i „ 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using O O W O 16 Top or bottom plate to stud 8d deformed(2 x 0.120 )nail R5o2.1 WOOD FLOOR FRAMING: Load bearing dimension lumber O fY . the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer LL h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336 Cate o C. lumber (LVL) shall have a minimum Fb=3,100 psi and modulus -i v < < 0 3-16d box(3Y2"x 0.135");or Y = g rY Ld Q Lu Z ( ) For SI: 1 inch=25.4 mm. 1 foot=304.8 mm 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. E=2.o x l0 6. _ w 2-16d common 3 2"x 0.162" ; or P ' Z End nail (� 3-I0d box(3"x 0.128");or R602 WOOD WALL FRAMING: Load bearing dimension lumber shall < d 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 �- 0_ 7 < No. 3,standard or stud rade lumber. sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter ofX H 3-10d box(3"x 0.128");or 0.192 inch 20d common nail 90 ksi for shank diameter lar larger than 0.142 inch but not lar larger than 0.177 inch and 100 a, b,c ( ), g g � WALL SHEATHING USED TO RESIST WIND PRESSURES R1o2s GYPSUM BOARD: All Interior walls to be covered with Y2" �- 17 Top plates, laps at corners and intersections 2-16d common(3 2" x 0.162"); or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped,spackled and painted;unless otherwise N tV 3-3"x 0.131"nails noted on plans. b. Staples are 16 gage wire and have a minimum /6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN V W ++ 0. " 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 MINIMUM WOOD MAXIMUM PANEL NAIL WIND SPEED V R-103.3 51DING= Exterior wall covering shall be vinyl siding tested aL 3-8d box(2 2 x 113 ); or P PP P g NOMINAL uit 9 y 9 �1L � d. Four-foot b 8-foot or 4-foot b 9-foot panels shall be applied vertically. STRUCTURAL WALL STUD SPACING m h by the manufacturer for use in high-wind regions and Installed to O 2-8d common(2 2"x 0.131");or Y Y P PP Y PANEL (Mph) with fasteners in strict accordance with the manufacturer's O W 18 1 brace to each stud and late " ++ . Face nail PANEL SPAN SPACING = P 2-lOd box(3 x 0.128 ), or e. Spacing of fasteners not included in this table shall be based on Table 8602.3(2). Penetration THICKNESS Edges Field Wind exposure category 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 g Y fastening vinyl siding on buildings located within 3,000 feet of 2 staples 1 3/" P g g g PP inches 9 y 9 9 P inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less (inches) (inches) (inches o.c.) (inches o-c.) B C D the ocean line. m 3-8d box(2 2" x 0.113");or than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but 6d Common Y 8502.1 WOOD ROOF FRAMING: Load bearin dimension lumber 10 1�++ 2 0"x 0.113" 1.5 24/0 / 16 6 12 140 115 110 for rafters,trusses,roof beams and ceiling outs shall be 2-8d common(2 72 x 0.131 ) or less than 140 mph. ( ) 9 J 19 1" x 6" sheathing to each bearing 2-I0d 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 � 16 6 12 170 140 135 Douglas fir-larch No. 2 or better. 2 staples, V crown, 16 ga., 1 4" long sheathing shall conform to ASTM C 208. (2.5 x 0.131 1.75 24/16 /6 24 6 12 140 115 110 8506 ROOF VENTILATION: Soffit vents shall be provided with a minimum net free ventilating, area of Xso of the area of the DATE: FEBRUARY 2021 Y2" � � h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required vented space within the sfit. Attic is unvented. 3-8d box(2/ x 0.113 ),or P blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges 3-8d common(2 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 mm, 1 mile per hour=0.447 m/s. Rao52 A5PHALT SHINGLES: Asphalt strip shingle wrappers shall PP Y g q g• g g P g PrP �' �' ng PP 3-10d box(3"x 0.128");or be labeled to Indicate compliance with A5TM D-1155 Glass G 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 3/" 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 accor ordancor e with he I manuss facturer's turrer's nstrand shall c t onsttoed in a hieve P P PrP PP PYPY g P 1 i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule provide two toe nails on inches on center shall be applied with panel strength axis perpendicular to supports. that rating. Use a minimum of six nails per strip shingle. Use 20 1"x 8" and wider sheathing to each bearing Wider than 1 x 8 Face nail J P gJ 'P 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 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 4-8d box(2 2saltwater. "x 0.113");or 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 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 R1006.2 AIR SUPPLY= All combustion air for factory-built 3-1Od box(3"x 0.128");or span rating. Plywood siding rated 16 o.c. or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be provided from the exterior of the dwelling 4 staples, 1"crown, 16 ga., 1 4" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. to accordance with the UL listing. A - 1� THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDINGor QQ JOIST DETAILS Plate nail-16d(0.135"x 3/2")at Load bearing abraced/shear wall F above(must stack over wall below) 12"on-center Load bearing or braced/shear wall above •�- Plate nail, 16d(0.135"x 3 2") Plate nail, 16d(0.135 x 3 Y2") When sheathing thickness exceeds%a 2x stud wall at Floor panel nail- Elocking panel: 1Y"TJe Rim Board, 1 (must stack over wall below when present) u ALLOWABLE HOLES 1 J�® Joists at 16"on at 16' on-center trim sheathing tongue at rim board ' Y+"TimberStrande LSL or TJIS jOist. No load bearing g g 16"on-center 8d(0.131"x 2/2")at 6"on-center 1 wall above Z Blocking panel: Web stiffener Min.distance from Table A Min.distance from Table B 12"hole may be cut 0 IV'Tie Rim Board,11/x" required on both Plate nail-16d(0.135"x 3Y2') Web stiffeners required on TimberStrande LSL or at 16"on-center* IV'Tie Rim Board, side of hatched zone 2x4 minimum Web stiffeners Blocking panel: DO NOT anywhere in web out- � sides at A2W ONLY Sheathing both sides at A3.4W ONLY squash blocks Tile joist Floor panel nail- q required each side , cur or notch flange. boundary nails, at 63W ONLY or TimberStrand® LSL 8d(0.131"x 2Yz')at 6"on-center* , V 8d(0.131"x 2/z"}a 11/a"TimberStrand® or TJ Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. Ys •• s" Z Web stiffeners s^ O O each side at A3._W 61 B1 W required on both 0 nail Toe nail-10d(0.131 sides of both joist s" L, 2 x D, D, Closer grouped round L 2 x L D When sheathing y g p 2 z 2 6" 6" Toe nail, Toe nail, ' • • 11/a"TJ@ Rim Board(A3/A3W g x 3")at 6"on-center ends at 64W ONLY No Held cut minimum holes are permitted if p/ 10d(0.131 x 3") 1 Od(0.131 x 3") Tile rim joist thickness exceeds 7/s", 12" Web stiffeners required holes In minimum No field cut Do not cut Only)or min End of joists at DO NOT hatched (applies to all holes the group perimeter holes!n holes larger at 6"on center at 6"on-center @ LSL. trim sheathing tongue 3 " on both sides at B1 W cut holes in cantilever except knockouts meets requirements for hatched IL 1Ya"TimberStrand For nm board thicker than 1/4 centerline zones p ) than 1/"!n TJI@ rim joist at rim board and B2W ONLY reinforcement. round or square holes. zones cantilever Web stiffener 1 Toe nail-10d(0.131"x 3") -Attach TJI Joist to nm board with one 10d(0.128"x 3") of support IQ 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 Table A - End Support � -Connect corner with four 10d 0.128"x 3" nails.Toe Blocking panels may be required with braced/shear g3 63W with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support q at 6"on-center* P P 9 g p y q fired sides at Al W ONLY * joist bearing at ends. Attach it support all panel edges ( ) B2 B2W walls above or below-see detail B1 O O below-see detail B1 B4 64W ZO N A3 A3.1 A3.2 A3.3 nail from side of parallel closure into rim board. Jolsr rJl® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE _ Al Al W* A2 A2W rim joist per A3 detail. *For additional installation specifications see Rim Board A3.4 A3.4 1rr DEPTH 2'• 3•' 4•' 5•• 6Y•• 7" 11%" 11" 13•' 2•' 3•' 4" 5" Ill 7•• 8'/'• 11" 13" *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 eA3.2 A3.3 W Guide for Floor and Roof Framing,TJ-9001. W O Details and Installation in Weyerhaeuser Installation Guide 12"Tie Rim Board or 1'/4"TimberStrand LSL. Nall through2x-cantilever,b withrowwood backer and N Weyerhaeuser Installation Gu 5 O O for Floor and Roof Framing,TJ-9001. ® TJI®joist web with 2 rows 10d 0.148"x 3" 110 1'-0" 1'-s" z'-0" 3'-0" 5'-0" 1'-0" 1'-6" 2'-6" T'l 4'-6" Blocking 1 ( ) 9'/" 210 1'-0" 1'-6" 2'-6" 3'-0" 5'-6•' 1'-0" 2'-0" T-6" 4'-0" 5'-0" (V Nail with 10d 0.131"x 3" nails,one each at 0 cV panel 230 1'-6" 2'-0" 2'-6" 3'-6" 5'-6" 1'-0" 2'-0' 3'-0" 4'-6" 5'-0" g top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3 2")nails with 3Yz TJI@ 360 r-s" 2'-0" T-D" a'•o' s'-o" r•6^ 2-s• 3'-s° s-o" s'-s^ N with connections equivalent to floor panel joist flange widths. 560 ns" r-6~ 3'-s° 5'-0" T-o° 2'-0^ 3'-0^ 4'-0~ 5'-s" s'-o" 110 1'-D" 1'-0" 1'-6" 2'-0" 2'-6" 0" 5'-6" 1'-0" 1'•6" 2•-0" 2'-6" 4'6" 5'- " 6'-0" # 6'-0"length of TJI®joist 8' diameter maximum hole for 111%"- 12"Tie Rim Board 1Y"TimberStrand® schedule. 110 1'-D" 1'•6" z'-o" z'-0^ 3'-D" 3'-6" 5'-0^ 1•-0" 1'-s^ 2'-6" 3'-0" 5 0~ 5'-6" V-6" reinforcement and filler 16"deep blocking panels;6"diameter LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to'oist 7 " - 1 11/8 230 1'-0" 1'-6" 2'-0" 2'-6" 3'-0" T-6" 6'-6" 1'-0' T-0" T.Fr 3'-6" 5'-6" 5'-6" T-0" 4'-0"length of 8"diameter maximum hole for 117/ - block.Used 11 length maximum for blockingpanels 12'dee one each at top and bottom flange. with one 8d 0.131"x 22") 360 1'-6" 2'-D" 3'-0" 3'-s~ a'-s" s'-o^ 7'-0" 1'-s" z'-s" 3'-6" a'-6" s'-s" s'-s" 7'-s~ ILI 3/"reinforcement on 16"deep blocking panels;6"diameter with 9/z"and 11%8"TJI® or shorter than 12"long. Attach reinforcement to jot ( p 1 Hall at each comer F1 applies to 560 1'-6" 2'-6" 3'-0" 4'-0" 5'-6" 6'-0" 8'-0" 2'-6" 3'-6" 4'-6" 5'-6" T-0" T-6" 8'-D" Do not cut flanges. with one 8d(0.131"x 2Yz'; 110 r-0" •r-0" r-o^ r-o" r-6" 2'•0^ 3'-0" 5'-6" r-o" 1'-0" r-6" 2'-0" 3'-6" 4'-0" s'-o" s'-0" 8"diameter maximum hole for 11 one side at E2,both maximum for blocking panels 9/z° joists. g � Horizontal blocking uniformly 210 1'-0" 1'-0" 11-0" 1•-6" 2'-0" T-6" 3'-6" 6'-0" t'-0" 1•-0" 2'-0" 2'-6" 4'-0" 4'-6" 6'-6" 8'-6" Web stiffeners %8"-16"deep blocking panels; sides at E3 deep or shorter than 12"long. nail at each corner panels between each Load from above required on both diameter maximum for blocking Do not cut flanges. 1Ya' Tie Rim Board 1Ya" loaded joists 14" 230 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" 2'-6" 4'-0" T-0" 1'•0" 1'-0" 2'-0" T-0" 4'-0" 5'-0" T'0" 9•-0" sides at E1 W ONLY panels 9/z"deep or shorter than TimberStrand@ LSL.Nail with joist. Nail to top plate with o only. 360 1'-0" 1'-0" 1'-s" z'-s" 3'-s" a'-o" 5'-s" e'-0" 1'.0" 1'-6" z'_6° a'-o" s'-o" s'-6" e'o~ s'-s" 12"long. 1 Od(0.131"x 3")nails,one 12"length of%4" connections equivalent to Wood d' a� 5so r-o~ r-o^ z'-o 3'-0^ a's^ s-o^ s'-s" s'-o" r-s" 3'-0~ a'-o^ s'-o" T-o^ 7'-6" 9'-0" 101-01- Y16" 0'-0" Ys" Do not cut flanges. 12"Tie Rim Board or 1Y4" each at top and bottom flange. reinforcement on floor panel schedule. backer aF��vet ��.jl 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-s" z'-s" 3'-s" 6'-0" 1'-0" 1'-0" 1'-0" 2'-0" 3'-0" 3'-6" 6'-6" 8'-0" 11'-0" TimberStrand@ LSL.Nail with one side at E5, 3 e� tt`aatit� ads° 1s^ 23o r-o^ r-o" r-o" r-o" r-s" r-s" 3'-0" a'-o^ r o" r-o" r-o^ •r-0" r-o" T-6" 4'-0" T-0" 9'-D" 1r-D" 10d(0.131"x 3")nails,one : Attach reinforcement to both sides at E6 12"length of/" �dt` , °<tt`\0 360 r-o" r-o° r-o° r-o" r-6^ 2'-6" 4'-6" s'-6" s'-o^ r-o^ r-o^ r-6° 3'-0" 5'-0" 5'-s" 9'-0" 10'-0" 11'-6" each at top and bottom flange. joist web with 3 rows Full depth vertical reinforcement on one side 1Ga u�9,t,N J��W sso r-o" r-0" r-0" r-o" 2'-6" 3'-0" s-o^ r-6" 10'-0" 1'-°~ 2'-0" T-0" a'-s~ s'-6° T-0 1D'-o° 1r-o" 1z-0" ---1 10d 0.148"x 3" nails at 6" blocking between at E7,both sides at E8 F1 �e� l I� ( ) 4" 5" 6" 7" 8" 10" 12" 15' 17" 4" 5" 6" 7" 8" 10" 12" 15" 17" each'°fist 18^ 360 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 5'-6" 10.0" 1'-0" 1'-6" 3'-0" 4'-6" 6'-0" 10'-0" 11'_0„ 13'_6' Attach reinforcement rows center,clinched.Use 2 1 Less than 5" 560 1'-0"�111100, " 1'-0" 1'-0~ 2'-0" 4'-6" T-0" 11'-0" 2'-0' T-6•' 5'-0" 12'-0" 14'-6" 2x4 minimum to joist flange with 2 d` rows with 9Y2'and 11%8" E7 E8 Less than 5" squash blocks p 8d(0.131"x 22")nails at 6" �a� TJ joists. 20" 360 r-0" ' 1'-0" 1'-0.. r-o" 2'-0" 4.0" T-0" 10'-6~ r-o• r-o" r-s" 3'-0° a'-s° e'-o• 11'-s° Ila'-o" ts'-s" on-center.When reinforcing y8°minimum WEB STIFFENER ATTACHMENT 5so r-o° r-o° r-o" r-o^ r-o" a•-s" s'-o" 1r-s° 1'-0° r-s° 3'-s" 5'-0° r-o° 1o'-s" t3'-o' 14'•6° 1s'-o° CS Use 2x4 minimum squash blocks to 1Ya"TimberStrand@ LSL. horizontal R`a both sides,stagger nails. E4 Not for use with 3%2"TJI joist flange widths y O ®j g l" 2Y4"maximum Table B - Intermediate or Cantilever Support transfer load around TJ►e joist E1 E1 W Nail with 1 O(0.131"x 3") E2 E3 (12"for TJ I@ Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support O O nails,one each at top and Option#1: 560,560D) See sizes below. JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE bottom flange. Apply subf/oor TJIe joist blocking with end DEPTH TJI® 2" 3" 4" 5" 6Y" 7" 8%" 11" 13" 2" 3" 4" 5" 6%- 7" 8'/" 11" 13" EXTERIOR DECK ATTACHMENT dh y blocks installed at 1 joist-span Web stiffener both sides. adhesive to all a 1 P See sizes below. *With Ilio z'-o" T-6" T-6" 4'-6" T-6" 1'-6" z'-6" T-6" 5'-6" 6'•6" Flush bearing plate required. Structural exterior sheathing contact surfaces locations using point load from above,and no support 1 „ below,install web stiffener tight to to , 210 T-0" 2'-6" T-6" 5•-0" 8'-0" Hanger height must Double TJI@ Joist Filler Block: Hanger Backer Install tight Maximum/a overhang Flashing two 8d(0.113"x 22") Tight fit* a 9 p flange 9/" 2'-0~ 3'-0" a'-o^ 6'-s" 7'-s~ be a minimum of so% Attach per the table.Clinch to top flange(tight to bottom permitted at beam. nails or (gap at bottom flange) 230 6" 3'-0" 4'-0" 5'-6" 8'-6" 2'-0" 3'-6" 4'-6" 6'-6" T-6" 7 " NallJn Re Requirements 360 T-0" 4'-0' S'-6" 6'-6" 9'-0" a 3'-0" 4'-6" 5'-6" 7'-6" 8'-0" ofjoist depth nails when possible. flange with face mount hangers). Treated 2x_ o ksp 2/ screws, TJI Joist Series Depth Minimum Web g q 560 T-6" F-D" s'-0" T-s" 10'-0" 4'-0" 5'-6" 6'-6" 8'-0" 9'-0" @ Number Nails 110 1'-0" 1'-0" 1'-6" 2'-6" 4'-0" 4'-6" 6'-6" 1'-0" 1'-6" 2'-6" 4'-0" 7'-0" 7'-0" 9'-6" ledger �.�1� ,�a'�' typical (in.) Stiffener Size Type Clinch nails when possible. g End Intermediate 210 r-D" r-0" z'-D" T-0" a'-6" s-o^ s'o" 1-0" r-o" 3'-0" a'-s° a'-D" a'-a' 10'-0" ly;N. See fastener l/8"Tie Rim Board or 1Ya" 110 All 5/"x 2%e"' 11T/8" z3o r-o" 2'-0" 2'-6• 3'-s" s'-o" s'-s^ 10'-0" r-a' r-6" T-6" s'-o" e'-6" s'-o" 1o'-s° table below.Maintain 3 5 •t+l 8d 360 2'-0" T-0" 4'-0" 5'-6" T-0" T-6" 11'-0" 2'-0" 3'-6" 5'-0" 7'-0" 9'-6" V-6" 11'-0" TimberStrand@ LSL. 210 All X 2�g 560 1'-6" T-0" 4'-6" 5'-6" B'-0" 8'-6" 12'-0" 3'-0" 4'-6" 6'-0" 8'-0" 10'-6" 11'-0" t2'-0" Option#2: 230&360 All / x 2/6" (0.113"x 2/ ) 3 3 110 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 2'-6" 4'-6" F-6" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 6'-0" 9'-0" 12'-0" Top mount "�• 2"distance(minimum)from 2x_strapping installed at% 7 5 , 16d t z10 r-o" r-o" r-o" r-o' 2'-6^ 3'-0" 5'-6" 9'-6^ r-o^ r-o• r-o" 3•-6° s'-o° T-o^ to'-o° 13'-0" hanger •; edge of ledger to fastener. joist-span locations using two 2 560 All 2x4'Zi 1 14" 230 1'-0" 1'-0° 1'-0" 2'-0" T-6" 4'-0" 6'-0" 10'-6" 1'-0" 1'-0" 2'-6" 4'-0" 6'-6" 7'-6" 1t'-o" 13'-6" Backer block Allowable Load(lbs) 2"screws per joist,typical (0.135"x 3/") 360 r-o" r-D" r-o" 3'-s" s-s• s'-o° a'-6" 1r-6" r-o^ r-o° a'-o" s-s" s'-D° 10'•0" tr-o" Ila'-o° Face mount both sides of web Fastener IV'TimberStrand® 1%"TJ®Rim Board 18" 4 4 560 1'-0" 1'-0" 1'-6" T-6" V-6" 1'-0" 3'-0" 5'-0" F-0" 10'-0" 11'-0" 13'-6" 15'-0" hanger with single TJI@ joist LSL rim board Option#3: 560D 20 2x4'Z' 16d 5 5 210 T-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-6" 6'-0" 10'-o" 1'-0" 1'-0" 1'-0" 1'-6" 4'-6" 5'-6" 10'-0" 12'-6" 16'-0" Y2"lag bolt s10 480 Directly applied ceiling 22"'3' (0.135"x 32") 6 11 1s" 230 r-T r-o~ r-o" it r-s" r-o° 4'-0^ 6'-6" 1r-0" r-0" r-0" r-o" 2'-6" 5'-0~ V-0" 1o'-s• Web stiffeners required if sides of With top mount hangers,backer block required only 24""' 6 13 360 r-0" r-0" 1"-0" r-o" T-0" 4'-0• s-s^ 10'-0^ 13'-6^ r-o" r-o" r-o^ a'-o^ T-s^ a'-s^ 13-0^ • Corrosion-resistant fasteners required for wet-service applications. When specified on h layout,one of W (1)PS1 or PS2 sheathing,face grain vertical 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-6" 7'-0" 'll 15'-0" 1•-0" 1'-0" 3'-6" 5'-6" T-0" 10'-0" 14'-6" 16'-0" 18'-0" H 1 hanger do not laterally support at H2 for downward loads exceeding 250 lbs or for uplift H3 LA q p P61 O least 3/8"of TJI@ joist top flange conditions.For nailing requirements see page 5,TJ- O the bracing optfonsbove is required (2)Construction grade or better a•' S" 1. s" 7" e•• 10" Ilz•' 15•• Il7•• a•' s•' 6'• 7" a•• 10'• 1z•• 15" ,7" l l• 9001,Weyerhaeuser installation Guide for Floor and 3 Web stiffeners are always required for 22"and 24"Tile 560D Joists 1s" 360 1'-0" 1'-0" t'-o" 1'-6" 3'-0" 6'-0" 9'-0" 15'-0" 1'-0^ 1'-s" a'-o" s'-s" 9-0" ta'-s" ts'-s" t9'-s" V 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 6'-0" 10'-0" 16'-6" 1'-0" T-6" 6'-0" 8'-6" 11'-6" Roof Framing,TJ-900 . FASTENING Of FLOOR PANELS iso r-o" r-o" r-a' r-o" r-o° 3'-0" 6'-0~ 1r-o" t5'-6~ FILLER and BACKER BLOCK SIZES 20' BEAM DETAILS Guidelines for Closest On-Center Spacing per Row 5so 0" 0" D" -0" 6" 5'-6" 12'-0" 16-0" 1'•0" 0" 3'-0" 6'-0" 8'-6" 14'-0" 17'-6' 19'-6" 20'-6" m 0 TJI®(t1t3 Rim Board 1y2' I TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurementoflongestside. Nail Size 110,210, 360 and Ya"TJ®RI 1%" TimberStrand®LSL Microllam®arallam® 92"or 9'/z"or 14"or 9%"or 14"or 18"or 14"or 18"or • Leave 2"of web minimum at to and bottom of hole. DO NOT cut joist flanges. BEARING AT \J Depth BEARING FOR DOOR BEAM TO BEAM and 230 560 Board TimberStrand®LSL or wider LVL PSL P � „ 14" � 117/e" (minimum) p 11/a 11/e" 16" 113/8., 16" 20" 16" 20" • Tables are based on uniform load tables in current design literature. Z T lU z BEARING AT WALL � CONCRETE gd(0.113"x 2Yz"),8d(0.131"x 2Yi') 4" 3" 6" 4" 3" 3" 3" Filler Block() 2x6 2x8 2x6+3/ 2x8+3/" 2x6+2" 2x8+y" 2x12+y" Two Two Two For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be I _ -' � 11! OR V1INDOW HEADER CONNECTION , (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 y located m - 1'/s"Tie Rim Board L Strap per code if top plate 10d(0.148"x 3"),12d(0.148"x 3�") 3 6" 4" 4" 4" 4" at the center of the joist span provided that no other holes occur in the joist. Q ([1 <- d) O W /e /e y" y„ `J � t - 1Y4"TimberStrand@ LSL or is not continuous over 16d(0.162"x 3/") 6" 6" 4 + Cantilever 2x6 2x10 2x6+3 " 2x10+a " 2x6+ 2x10+ Not header Filler long 6'-0" sheathing sheathing sheathing sheathing Not applicable ALLOWABLE HOLES Head 1 l blocking for lateral Support s joist and ane)edge distance.One row of fasteners is permitted twat uuttin applicable (1)Stagger nails when using 4"on-center spacing and maintain 1 /e'j p g p ( 9 (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long panel edges)for diaphragms.Fastener spacing for TJI®Joists in diaphragm applications cannot be less than shown in table.When fasternr spcing for Backer Block(1) Headers and Beams 'I , OL Z 0 Z blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI 0 joists. Detail F1 a " 3 " a " > 3/8" 1.55E TimberStrand® LSL Headers and Beams OL J-L-1 > W W ® lU Strap per code if top (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least'/"and staggered. ( °r /a or�" or 1"Net 2x6 2x8 2x12 (� or H2) 2 x diameter of the iIL _� m I�Q late is not continuous ' 3 1 If necessary,increase filler and backer block height for face mount han rs and maintain%" ap at top of joist;see detail W.Filler and backer largest hole(minimum) O Q P (3)With 10d(0.148"x 1/i')nails,spacing can be reduced to 3"on-center for light gauge steel straps, r Jock dimensions should accomodate required nailing without splitting 12'minimum for backer locks and 24"minimum for fillerblocks). over column Top mount •� (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1 3s (to avoid splitting). bf q g p. .g( sb hanger (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 /8'(to avoid splitting). Face mount Protect untreated ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supeRs,de N CS Q I, %depth Allowed hole zone 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 64de for Floor Concrete and Roof Framing,TJ-9001. p O L1 L2 L3 See current Weyerhaeuser L4 ■Nailing rows must be offset at least 2"and staggered. O O literature for framing connectors ■14 ga.staples may be substituted for 8d(0.113"x 2 Yz")nails if minimum penetration of 1"into the TJI®joist or rim board is achieved. o Z 0 0 0 0 0 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 Rownd cantilever and end bearings by blocking Multiple-Member Connections for Top-Loaded Beams - - Panels,hangers,or direct attachment to Depth Hole Size Fastener Installation Requirements TJI®joist framing does not a rim board or rim joist. 8' 91a"-9/ 3" 14"-16" 4%" E1 General Notes See illustration for allowed hole zone •1•..n^•�,'^•< require bridging or mid-span *tv A • Allowed hole zone suitable for headers and beams with •Jtt'`` P. Piece #of Fastener blocking uniform and/or concentrated loads anywhere along the member. zone- Width Plies Type"' Min.Length #Rows O.C.Spacing Location When fasteners are required on both a" �•••r"`"" E; sides,stagger fasteners on the second • No holes in headers or beams in lank orientation. 10d nails 3" 3'Z' Round holes only BEARING AT 12" side so they fall halfway between COLUMN 2 12d-16d nails 3/a' 2"' One side fasteners on the first side, p Y ;. H2 k•`r . . q.. Ill Screws 33/8"or aYz" 2 24° Other Trus Joist® Headers and Beams 10d nails 3" 3'2' DO NOT bevel cut joist Al Rim board joint 12" Both sides beyond inside face of wall. «. 12d-16d nails 3Ya" 2`2' E2 between joists DO NOT overhang seat cuts q j Microllam® 3 1.3E TimberStrand® and Parallam®PSLy'i •"'�,^+4, •�An Y�' 3 3 ' 1 ' Both sides O on beams beyond the inside LSL hole zone ..._.--�'� .�r�:.•^ t.T '"•" ` "ti' 3/'or 3/z' Load must be applied evenly across 3� e hole zone 2 x diameter of the j depth Screws 2 24" 5" One side entire beam width.Otherwise,use face ofsupportmember, largest hole(minimum) tr*• •K S''�`✓` Verify column capacity 10d nails"' 3" 3'Z' One side connections for side-loaded beams. ..�f and beam bearing 12" DO NOTcurderso or drill L5 12d 16d nails"' 3 Ya" 2cs, (P ply) length.See current 4 holes in headers at beams �r t- (per I d except aslndicatedln V �C �� 20�� O Weyerhaeuser literature. 5"or 6" Both sides o CS o o illustrations and tables. y Screws 2 24" Multiple pieces can be nailed or bolted together to ° 0 0 6 3/4" One side G form a header or beam of the required size,up to a TJI®rim joist 5"or 6" Both sides maximum width of 7" Microllam® LVL and Other Trus Joist Beams 1 a"Tie Rim Board or 1%" Parallam®PSL Header or Beam Maximum Roumd 2 Screws 6 3/a" 2 24 One side O L3 TimberStrand LSL. allowed hole zone Depth Hole Size 0 0 3Yz" middle Y3 span 3 " Z Y2"bolts 8" 2 24 - (11)1 Od nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPT"". 4/a 1" 52" 13/4" O B1 L1 d 1.3E TimberStrand© LSL allowed hole zone d COLUMN DETAILS (2)An additional row of nails is required with depths of 14"or greater. 7Yau- rat 2" (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. H1 1- See illustration for Allowed Hole Zione t" ' General Notes 0 O �. � 82 I (Z • Allowed hole zone suitable for headers and beams with uniform loads only. 0 z LL BEAM ON } COLUMN CAP NAILING AT BEARING (FLOOR) L5 • Round holes only 0 B3 • No holes in cantilevers. O � � � M TJI®Joist to Bearing Plate Squash Blocks to TJI@ Joist �t • No holes in headers or beams in plank orientation. I O 1 (Load bearing wall above) 1/a"Tie Rim Board or Use B1 or B2 at 1Ya"TimberStrar l@ LSL. One 10d(0.128"x 3") Joist maybe shifted up t°3"if O floor panel edge is supported B4 Intermediate bearing' WARNING _ One 8d 0.113"x 21/2') nail into each flange and an rating is not exceeded. 0 Joists are unstable until braced lateral) ( p g with load bearing of nail each side.Drive Do not cut joist flanges. braced/shear wall y i � � N nails at an angle at PlumbingDrop < least%"from end. p from above Bracing Includes: O 0 P 1 End Of JOIStS • Blocking • Sheathing • Strut Lines �3 'L_�/ - at centerline L2 • Hangers • Rim Board � IL O 3Y2"minimum of support Rim Joist O �� < � Q O COLUMN BASE 3 intermediate bearing Also see detail 82 O ,I ' 1/ minimum end bearing g T ,/' J-L-1 single-family applications 5%"may be required UJ Z for maximum O O Shear transfer:Connections equivalent capacity O to floor panel nailing schedule r I- a • DO NOT walk on joists DO NOT walk on joists DO NOT stack building Q OL Rim to TJI@ Joist o until braced. that are lying flat. materials on unsheathed 0 (V 1Ya"TJ@ Rim Board, Tile 560 rim joist:Toe Additional joist is required if O 1/a TimberStrande LSL or nail with 10d(0.128"x 3") floor panel edge is unsupported L4 O TJIe 110 rim joist: nails,one each side of or if span rating is exceeded. •' a. INJURY MAY RESULT. joists. Stack only over One 10d 0.131"x 3" nail TJ ID joist flange TJI@550 '. .. O LA Exterior Deck WARNING NOTES: beams or walls. W X� Attachment DO NOT use sawn p per bracing during construction can result in serious `i• o Lack of ro I.L. O 0 into each flange } floor joist �' ` • . ^.; Structural /umberardor blocor king, accidents.Observe the following guidelines: 0 _ " o board orb/ockin , TJI@ 210,230,and 360 rim INSTALLATION TIPS ,; ,. sheathing g 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI®joists must be completely installed and properly mailed. IL 11-- ELEVATED 0 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 ba This can also be I •Subfloor adhesive will improve floor performance,but o afterinsta//atjon, y 0) O OIUMN BASE 1�1 One 16d(0.135"x 3Y2")nail accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of'oists at the end of the bay.y. 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 F' m 1%a"minimum(bearing into each flange Top View y q o Safety bracing(1x4 engineered/umber, joist.without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a 0 Locate rim board joint between joists. *Squash blocks and blocking panels carry stacked Protect untreated wood 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 1 O See ALLOWABLE on-center for Tile 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 1/2"knockouts at HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. lY8"Tie 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. TimberStrande LSL. 12"on-center two 8d(0"113"x 2Yz'")nails minimum Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on thus DATE: FEBRUARY 2021 (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of Californiia ;. When joists are doubled at non-load bearing parallel to cause cancer.For more information on Proposition 65,visit Ay.com/inform. partitions,space joists apart the width of the wall for Bearing plate to be P3 OF)nal plumbing or HVAC. flush with inside face not hrink See framing plan(if applicable)or of wall or beam grot Drive nails at an One 10d(0.128"x 3")nail each Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). - OST DETAILS Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of angle n minimize Weyerhaeuser NR. ©2014 Weyerhaeuser NR Company. All rights reserved, side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum lY2'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, athe Deep Depth Trus Joist T.II"Ioistirnstaiiation Guide, TJ-9006, which should be referenced for additional information. A == K�)ad Ow TONN COMMENTS z ' ' THE I - OASIS ' ' 0 A QUAL I TY NEN HOME MODF_L E3Y o OASIS AT MATTI TUGK, CORP. tu z ks) N O 0 O �t > ''lam LU ,O 1 IIITII HITT IIITII IIITII 11ITil IIITII IIITII Will IIIIII III 1 11 11 111111 111111 1 ITIIIIII 1111IT11111TIlillf1li1111111IT11111TIll1illIIIITIIIIITIIIIITIIIIITlIIIIIIIIIITlilliTiI 11 IT 11 111111 11 IT 11 11 IT 11 11 IT 11 11 IT 11 IT 11 11 IT 11 11 IT 11111 111111 111111 IITII HITT 1111 11 IIITII IIITII III IIITII IIITII IIIIVIII" III I II IT I III 1 11 11 11 IT 11 11 IT 11 11 1 11 1 1 11 IIITII HITT 111 11 11 1 11 If 11 11 IT 11 111111 11111 11111 1111111 111111 11 IT 11 H IT 11 11 IT 11 11 11 111 1 111 11 111111 111111 IIITII 111 11 111 11 1 11 IT 11 IIJTfl 111 11 1 IT 11 11 IT 11 1 11 11 11 11 0119111011 111 1 11 11 11 11 1111 111 111JIU-1 I Hill 11 11 IT 11 111111 111111 111111 111111 1111 M o _WT I ffi±� 111 11 IT 11 11 IT 11 11 If 11 11 IT 11 111 11 111 1111 11 If 11 11 IT 11 11 IT 11 111111 111111 ±I IT�11 IT 11 11 IT 11 11 IT 11 111 11 111111 11 If 11 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 1111 111111 111 1 11 IT 11 1111 il 11 IT 11 11 If 11 11 IT 11 11 IT 11 11 If 11 111111 il IT 11 11 IT 11 111 Till 1 11 1 IT 11 111111 11 IT 1 11 11 IT 11 11 IT 11 11 IT 11 111111 J UbI V I LIU 11 IIITII 1111 IT 11 11 11 IT 11 11 IT 11 11 IT 11 11 It I IMP,I I I I I I I 1111111111 11011 1 11111 1 111111 111111 1111 11 1 z III II IT I I lilt 11 11 IT H III 1 11 IT 11 11 If 11 11 IT 11 11 IT 11 11 1 11 11 11 11 111111 11 IT 11 1111-1 11 IT 11 111 1 I 1 11 1]IT 111 11 1 11 1111111 NULIII Un � O V � Wm zz FINISHED SECOND FLOOR LILLU _ _ _n Q z W - - - - - - - - �� ti� ZW NOTES INDEXED TO THE w0 2020 ENERGY GON5ERVATION GON5TRUGTION OL Z 1JA O z z CODE OF NEW YORK STATE < JU > to ®0 (� d RIOI.5 COMPLIANCE: This building was designed and shall be 7— constructed to meet the 2020 ECCGNY5. Both RE5check(U.S. l� Department of Energy) MQ and REM/Rote Moresco) computer N O < software was utllitze to demonstrate compliance. All dl- mandatory--- provisions of the 2020 ECCGNY5 - Residential < Provisions are in force. O R105.2.2 WRITTEN STATEMENT: To the best of my knowledge, N belief and professional judgement,these plans comply with the O c Energy Code. Furthermore,as a RESNET certified rater (I.D. No. 261434{1), 1 certify that these plans comply with the Home Energy Rating System (HERS) program. A signed certification of compliance with the HERS program (HERO) will be !submitted FINISHED FIRST FLOOR of the constructed build{ o demonstrate co pliant. ,4,«F,=•^=,r...,r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8301 IMA 5uffol h ng m - - - - - - - - .I GL TE ZONE: 4A k,NY ,rt'` �" �.f:- '"• 84012 GOMPLIANGE: This project complies with 2) 5ect:lon R405 `� fib.*,. ;' ' FINISHED GRADE N '° -Simulated ,r; r Performance Alternative, and the provisions of c,2 4 %''Irc f �lfi Sections R401 through R404 labeled "Mandatory." Mandatory regvirements: i t I I I I I R4of.3 CERTIFICATE, Builder to I I I I I I I I post per Code. `qI" +R402.4.1 THERMAL ENVELOPE: Tbe tested k ver-If led to 3 �_,, °°° �,.F,..• ,� .,. I I I AGH by HERS rater. See Table R402.4.1.1 in plans. �----''• {.. ' ( I I I I I I R402.4.2 FIREPLACES. Factory built with UL 12?doors. `"j;,.°; Cir .. •*s R402.4.3 FENESTRATION: See window/door schedulle I ( I I I I I I I R402.4.4 FUEL-BURNING APPLIANCES: All room heating and I I I I I I hot water heating appliances to be direct vent with both D IN ETRED OC.T 0 8 2021 Intake and exhaust pipes Installed continuous to the I outside. FU L-71 8402.4.5 RECESSED LIGHTING: IG-rated and labeled as L_ - -1 I havi Gan air leakage rate of not greater than 2.0 cfm per R402.5 MAX.U-FACTOR d SHOO, See window schedule. O - I 8403.1 CONTROLS: See plans for thermostat Information. 0 R4030.2 DUCT SEALING= All duct joints shall be O :3 d LI mechanically fastened and sealed with duct mosaic O O )- - - - - - - - - - - - - - - - -� sealant. Apply mastic to duct seams. 10 R403.3.3 DUCT TE5TIN6: A duct air-leakage test Ir, not 1L f - - - L - - - - - - - - - - - - - - - - - - - - - - _-- - - - - - - "- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -J regviredunder exceptions Iand 2. L I - -' R403.35 BUILDING GAVITIE5: Framing cavities shall not be Q z l� used as ducts or plenums. Q K O R403.4 MECHANICAL SYSTEM PIPING INSULATION: Ilnsulate , 1 mechanical system piping carrying hot water to can 0 �O V m R-value of not less than R-3. FRONTL � TION R403.5.1 HEATED SERVICE HOT WATER(51-14 CIRCULATION O V O SYSTEM: Not In project. (� O ll `` 1 8403.6 MECHANICAL VENTILATION. ERV continuous V z O 50ALE: 1/4" = 1 ft plans exceeds the ventilations stems ecified In the p (� O FLOOR AREA TABLE minimum efficacy of 1..2 cfm/wott. " " i d WO 8403.1 HVAC EQUIPMENT= Manual J and Manual 5.Sized In accordance withAGGA Q - Q FIRST FLOOR 11,7102 sf R403b MULTIPLE DWELLING SYSTEMS: Not applicable O O 1 F- IL SECOND FLOOR 1,1111 sf R403A 5NOH MELT: Not in project. J v < < Q 6 8403.10 POOLS AN SPAS: Not In project. W i2 0. z GARAGE 586 sf P j _ 8403.11 PORTABLE SPAS: Not In project.BASEMENT 1,732 sf R404 LIGHTING: Builder to install high-efficiency lamps In at IX OL V Z PORCH 115 sf least 410% of permanently Installed fixtures. 1< < TOTAL LIVING SPACE 2,881 5f R405 51MULATED PERFORMANCE ALTERNATIVE: This method was f `1 used to show compliance with the Energy Code. REM/Rate � < OL CONDITIONED FLOOR AREA 4 13 sf software was used to model the building performace see (f1 2020 IECG Energy Cost Compliance report provided with 00 — (INCLUDES BASEMENT) Permit Application. RE5check was used to model the building 0-1 INFILTRATION VOLUME 52,Sg0 cf performance based on national standards - see RECcheck W (INCLUDES ATTIC $ BASEMENT) Compliance Certificate and Inspection Checklist provided with O IL W Permit Application. O Q ILj 11110�� m o o m INDEX TO DRAM N S -� DRAWING No. COVER 8 ELEVATION A-I DATE: OCTOBER 2021 ELEVATIONS A-2 FOUNDATION PLAN A-5 FIRST FLOOR PLAN A-4 (� COVER 4 2nd FLOOR PLAN A-5 D l� M ELEVATIONS WALL BRACING PLAN A-6 ROOF PLAN A-'7 OCT 2 7 20210 SECTIONS 4 DETAILS A-8 DRAWING NUMBER NOTES A-q BUILDING DEPT T-11-DETAILS A-10 TOWN OF SOUTHOLD Z O IT 11 11 11 z 111111 11 IT 11 11 IT II.. s 1 11 IT 11 111111 11 11 111 IL 11 IT 11 1111 il 1111 q) 0 w 11 11 11 IT 11 11 IT 11 111111 111111 1 11 11 1 ° 0 o z _ 00 � - - - - - - - - - LLIAILI Ll 1111I If It 11 11 - - - - - - - - - - - - - - - - - a } La ua HIT Q 11 111111 H H 11 till H III] I Mill 111111 1111 H IM I III HIT 11 11 11 1 WIT wil I 111 I el-F9, Ill 1 11 IT 11 111111 11 IT 11 111111 =T 11 11 if 11 11 IT 11 11 1111 Hill IIHII LIU 11 11 IT 11 11 IT 11 11 lEi4" it 11 11 mij 11 - - 1 u 11 1 mil I U1 11 L - - - - - - Hll ua 1111 11 IT 11 111111 111 1 HIM Fr 77 77�71 Q✓_ zv 0 tum zU Z z 4� zw -I n- O-1iu REAR ELE\/ATWON o }- F o z 50ALE: 1/4 1 ft � !XW ® O n, <-1 O O > �Q� (� N z p p z a 11 11 IT 11 1111 111 1;11 IT B Ill 11 11 If 11 11 IT 11 IT 11 11 IPW 1111 IT H .U. HIM 11 H IT 11 11 IT 11 IIITII IIITIP 11,11 IT 11 1111 12 TII 111111 111 IITII 111111 11 f4lD�Renh+R�,ar^SR, � �,� p�'. 'a, sin Cr :•�F,,�. D LIVERED OCT 0 8 2021 A � 5 0 O°: 1111 dITII HIT o r o u.. 12 11 111111 11 if 11 11 If 11 111111111111111 12 12 (L m 4 I-- 11 11 IIJH III —�4 - 4 f 8 Ci z O O - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - 12 oz < O o N M ® ® ® m ® EF LU ci LL �� °� Lu- z 44 z ® 0 El 0 ® ® °` � < < OL 0 0-0 FE:11 0 LL s owtT O Nm d) � m O DATE: OCTOBER 2021 SIDE ELE\/ATION SIDE F-LF-\/ATION SCALE: 1/4" = I ft SCALE: 1/4" = I ft REAR 4 51 DE ELEVATIONS, DRAWING NUMBER m 2x8 [UG4P.T. LEDGER 235# ASPHALT SHINGLES;MIN. (4)-FASTENERS PER [R5072 " GALV. LAG SCREWS AT I6 O.G. STAGGERED STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE '75'-6' [Rg05.2.6] O No. 15 ASPHALT FELT UNDERLAYMENT [RG05.1.1] V _ TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 i 42'-6" 2'-O" SELF-ADHERING POLYMER-MODIFIED Z V BITUMEN ICE SHIELD BARRIER [RGO5.1.2] Q 24" IN51DE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES 1 I 1 4'-6" 5'-b" 14'-O" 6'-6" 12'-O° 36" INSIDE EXTERIOR WALL LINE FOR > 8:12 5LOPE5 J�-! QC 1/2" STRUCTURAL PANEL SHEATHING [R503.2] A P.G. FTG DECK LATE GOIiNEGTION [R507.9.2] R-39 GLO5ED-CELL SPRAY FOAM (SPF) INSULATION LLLL 5IMP50N DTT2 A-8 - - - - - - - - - INSTALL IAW M NUFAGTURER'S SPECIFICATIONS (TYPIGAL-2) EGRESS WINDOW WELL SOLID WOOD BLOCKING z (2)-2x8 P.T. GDR L - J - - -- - 8" CONCRETE STEM WALL ON 16" x 8" P.G. FOOTING O IL BO8" PROVIDE FALL PROTECTION BASEMENT ENTRANGE STAIRS I F - - -1 I in H AVE I F -- '1 II �-(ZYP-3) CEILING J015T Q 4 8 REINFORCED CONCRETE RETAINING WALL �' Q Y O < #4 REBAR AT 12" ON-GENTER EACH WAYIx8 WOOD FASCIA rn I I I I m I I I I DRIP EDGE [RG05.2.8.5] STANDARD HOOK AND LAP INTO 16' x 8" P.G. _j LQ - J L - - N d - - _j LQ- J (_ - - - # - FOOTING. 2" MIN REBAR COVER r I ; _ _ _ 1/2" GYPSUM WALLBOARD ! i SOFFIT VENT - II" DOUBLE 2x TOP PLATE i I VINYL 51DIN0. ATTACH THROUGH RIGID �-- - - - - - - O - - - - - - - - - - - - - - - - - - - - - - -- - -- - - - - - - - - - - -- - - - - - - - - - - I MINIMUM 24" LAP SPLICE LENGTH [R602.3.2] 11 IN50LATIONToHOOD FRAMINGPER 1 N - - - - - - -V - - - - - - - - -- -' _ - - J I- 2836 CASEMENT 2836 CA5EMENT GAS WATER HEATER I I MANUFACTURER'S IN5TRUGTION5 FOR HIGH-WIND i- EGRESS WINDOW EGRESS WINDOW A. O. SMITH H1 t I I ! AREAS AND TO RE515T A MINIMUM 28 psf GPVT 50 200 O I I SUCTION LOAD (EXPOSURE B) OR 40 p5P t�} r 3 " Hi ND 1 [R 511.18] GONG PLAT I CAPAGITY = 50 gal AND STEPS IOP EMERGENGY E5GAPE 8 I (EXPOSURE G). N ! R 5E 5 DR 0 LL RESCUE OPENING [R310] y, - - - - - - - - - -- - - - - -� IL + 4 -1- r- 4- 4 4'-3„ I I- - i- - - 3°68 I PLASTIC HOUSEWRAP INSTALLED UNDER FOAM INSULATION. INSTALL AND TAPE ALL SEAMS PER z L - I 2x4 WALL STUDS AT 16" O.G. MANUFAGTURER15 INSTRUCTIONS [R703.2] - - - - - - - - - - - - - - - - - - - - - - - - -i - -- - - - - - I - J Q W i R-15UNFAGEDFIBEROLA55BATT INSULATION R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XP5) O # I I I I I 2x8 PLATFORM I Q I f� 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL USING - 1 � -] GAP-HEAD NAILS WITH A MINIMUM 3/4" BASEMENT w ° - ' O � R-13 2" CLOSED-CELL SPF INSULATION PENETRATION;SPACED 12" O.G. PERIMETER AND c0 4" P.G. SLAB N w I I (ALSO AT RIM J015T IN SECOND I6' O.G. FIELD. NOTE: _ FLOOR PLATFORM - NOT SHOWN) I -� I/2" STRUCTURAL PANEL SHEATHING IN I 1 HOLDDOWN5 ARE z I Z DOUBLE FRAME NOT REG2U I RED FOR I I 3/4" STRUCTURAL PANEL 5UBFLOOR 2x SOLE PLATE 10 AFGO ZIP MODEL 4X - IW z AT STAIRS I THIS PROJECT. 4"� 5TL COLUMN i 7 2x BAND J015T O �o I I�O I ' C� ON 2 w/(3)#4 1REBAR EACH WAY I I 2x6 PRESERVATIVE TREATED SILL [UG2] O I (ENGINEERED DESIGN) (TYPICAL-7) ( FLOOR JOISTS - COPPER TERMITE SHIELD I�d I (ENGINEERED DE51 DN) I , OVER SILL SEAL 0. _ _ _ _ _ _ __ - _ _ I EXTEND SIDING TO WITHIN 12" OF FINAL 100. I jilt F 7 L ( WOOD SILL PLATE TO FOUNDATION ANGHORAGE GRADE FOR HISTORIC DISTRICTS I I I I _ _ I _ I __ _I_ �_I_ __ I _ I __ __I __I __ I__ I__ __ I [R403.1.6] UNEXGAYATED I -- ---�'-- -- € c -�' �, m MINIMUM Y2" dia. ANCHOR BOLTS SPACED NOT I I I I I I I BEAM POCKET I GREATER THAN 6 FEET ON-GENTi=R EMBEDDED L - - J L - - J L _ _ J L _ _ J L _ _ J L _ _ J L - -J (NP-2) I I NOT LESS THAN 7" INTO CONCRETE OR GROUTED FINISH GRADE CELLS OF CONCRETE MASONRY UNITS. THE l l 6'-2" b'-6" b'-b" b'-b" 6'-b" 6'-b" b'-b" b'-2" I i _ BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD [A r OF THE WIDTH OF THE PLATE. A NUT AND n I-'f1 I I I I is WASHER SHALL BE TIGHTENED ON EACH ANCHOR 3'-8" BOLT. THERE SHALL BE NOT FEWER THAN TWO 1 I 1 IX N I I I BOLTS PER PLATE SECTION WITH ONE BOLT LU (n IO z 10" POURED CONCRETE FOUNDATION STEM WALL L_ - - - LOCATED NOT MORE THAN 12 INCHES OR LESS z s N V V LU m W Z VERTICAL REINFORCEMENT: #4 REBAR AT 12' O.G. I THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH IL p M tzu I I LV4" TO 43/4" CONCRETE COVER FROM IN51DE FACE 6 END OF THE PLATE SECTION. WALLS 24 INCHES O O ?� �O < Z �p Iz 0. HORIZONTAL REINFORCEMENT: #4 REBAR AT 18" O.G. ~ ( _ I TOTAL LENGTH OR SHORTER SHALL HAVE NOT O �1 Z z (� -J b' O -1 w O O I I TOP BAR WITHIN 12" OF TOP OF WALL FEWER THAN ONE ANCHOR BOLT LOCATED IN THE -�`� `4 0� (� iv ,- 7 Q Z I<C O UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING z I I CENTER THIRD OF THE PLATE SECTION AND V lL� 'f ' O I I MINIMUM 3'-0" BELOW GRADE I I I I SHALL BE ATTACHED TO ADJACENT WALL Q w 1X1 Q Z z i PANELS AT CORNERS A5 SHOWN IN ITEM 9 OF N v < I�Q I ( Q LU p I I I IO I I p TABLE R602.3(I). Q Q < 0.v F !L > jV L ® O Iw I I - - - - Q I L_ _ J I N X Qo�� a n, dJ o I I r- - - - - - - - - _ 1 �wI o3 wv w I I� - O I R-II BASEMENT WALL BLANKET INSULATION 0 v K O 0.0 0-. (O/ (�� } \0 Q J P.G. FOUNDATION WALL WITH UNBALANCED BACKFILL m CL Q 0 p} V 1 N Z Q 0 - - - - r - - - - - - - - I LE55 THAN OR EQUAL TO 8 ft: CONTINUOUS qa Q 6J Z-O L - - - - - - - - - - - - - - - - - - - - - - - - I I I ,� I HORIZONTAL REINFORCEMENT OF ONE No. 4 BAR Q f.-, ((�� ,Fill I WITHIN 12 INCHES OF THE TOP OF WALL STORY AND O O b - L- - - - - - - - - - nj I - ( - ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL x U_ u N - - - --- _ I DECK I 2x8 [UG3B] P.T. LEDGER I I STORY;OTHERWISE, SEE PLANS [TABLE R404.1.20A Q 4 .- - - - - - - - - - -- - - - - - - - - -- - - - - - - - O I v ABOVE I 11/2"(Px4" GALV. LAO 5GREWSAT16" O.C. I I - EXPAN51ONJOINT � o N I I 5TA60ERED [R507f1] I (\ - - - - - - - - - - -- - - - - - u x a 4" P.G. FLOOR SLAB II r.ptip"R L - - - I POURED CONCRETE FOOTING - - - --- - - - - - - - - - - - -I - _ ON UNDISTURBED 501L [R403.1] ; -�- _� O I 6 MIL POLYETHYLENE FILMt x Qa' rR I�-i. •+'J - __1 �- - -I I - CONTINUOUS UNDER STEMWALL :,,.} w it t f c r.,z �, Jf t ® +_ (2)-2xlOP_T. GDR - - - - --- - - - - --- - - - - - -- - - - - - - - - 4 y`, wi�r '� 1yrt rr; - - - P.G. FT&- - - - T`I0'1=I GAL. NAL.L. SECT I Oil L - - - - - - - - - - - - - SCALE: NTS '%d '°' E,� .RKY' .•. A A-8 DE IVEREO OCT 0 0 2021 2" 2, D 22'-10" 7'-2" 13'-0" 10'-O" 22'-0" O O 75'-0" O � r IL 4"x4" [U045] PRESERVATIVE TREATED P05T WITH GALV. METAL P05T BASE ANCHOR ON ? 0 �/ m 12"(P x 6'-0" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON Q Z 24" x 24" x 12" DEEP P.G. FOOTING WITH(2)-44 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM O X O MAXIMUM SUPPORTED LOAD AT 7' DE51GN DEPTH = 18k IN PRESUMPTIVE 2k BEARING 501L (TYP-6) dj � m (ENGINEERED DESIGN) O m FOUNI1 )ATION PLAN, iV ` r 50ALE: 1/4 1 ft O v z < o ►L d�- 0 o I- STRUCTURAL DESIGN NOTE JU w p- z In accordance with the 2020 RGNY5; structural 0. �-- WINDOW AND DOOR SCHEDULE elements such as engineered wood, steel and _ steel/wood composite columns, beams, headers and X No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL girders that: N (f WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE BIC OPENING COMMENTS _ tV 60 A PELLA 250 SERIES 3-0/5-0 E1 311/4"x 24 3/16" 5.20 sf 11.00 sf 5.20 sf 15.0 sf U=0.32 SHGC=0.29 -22.0/-26.6 psf[20 sf] 36"x 60" A SINGLE-HUNG,VINYL FRAME, LOW-E GLASS,ARGON 1) resist gravity loads, and v 11 B PELLA 250 SERIES 3-0/3-0 311/4"x 12 3/16" 2.60 sf 6.00 sf 2.60 sf 9.0 sf U=0.32 SHGC=0.29 -22.0/-29.7 psf[20 sq 36"x 36" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON aL ILO C PELLA 250 SERIES 2-WIDE 6-4/5-2 E 33 1/4"x 25 3/16" 5.80 sf 24.40 sf 11.60 sf 32.7 sf U=0.32 SHGC=0.29 -20.0/-27.0 psf[50 sf] 76"x 62" C SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON 2) are not contained in the prescriptive design O tu D PELLA 250 SERIES 3-WIDE 9-0/5-0 E1 311/4"x 24 3/16" 5.20 sf 33.10 sf 15.60 sf 45.0 sf U=0.32 SHGC=0.29 -20.0/-27.0 psf[50 sf] 108"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON provisions of the 2020 RGNY5 LL O E PELLA 250 SERIES 2-0/3-0 19 1/4"x 12 3/16" 1.60 sf 3.60 sf 1.60 sf 6.0 sf U=0.32 SHGC=0.29 -26.0/-35.1 psf[20 sf] 24"x 36" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON F PELLA 250 SERIES 3-0/6.10 N/A 0 sf 15.40 sf 0 sf 20.5 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sf] 36"x 82" F FIXED SIDELIGHT,VINYL FRAME,LOW-E GLASS,ARGON were designed in accordance with m G PELLA 250 SERIES 4-0/4-0 N/A 0 sf 13.00 sf 0 sf 16 sf U=0.26 SHGC=0.31 -26.0/-35.1 psf[20 sf] 48"x 48" G FIXED,VINYL FRAME,LOW-E GLASS,ARGON ANSI/AWG NDS-2018 with 2018 supplement. O H PELLA 250 SERIES ARCH HEAD 5-10/4-2 N/A 0 sf 17.04 sf 0 sf 23.3 sf U=0.26 SHGC=0.31 -23.0/-31.1 psf[50 sq 70.5"x 50.5" H FIXED ARCH HEAD,T-8"SH,VINYL FRAME,LOW-E GLASS,ARGON i PELLA 250 SERIES 2-8/3-6 271/4"x 371/4" 7.00 sf 6.30 sf 7.00 sf 9.3 sf U=0.28 SHGC=0.29 -22.0/-29.7 psf[20 sfJ 32"x 42" 1 CASEMENT EGRESS,VINYL FRAME, LOW-E GLASS,ARGON(BASEMENT) Structural elements such as walls and fenestration that: J PELLA 250 SERIES 6-0/6.10 28 1/8"x 77 15/16" 15.20 sf 29.80 sf 15.20 sf 41.0 sf U=0.30 SHGC=0.28 -20.0/-27.0 psf[50 sq 72"x 82" J SLIDING PATIO DOOR,LOW-E GLASS,ARGON K THERMA-TRU FIBER-CLASSIC FCM65/FCM12102SL 36"x 80" 20 sf 5.0 sf 20 sf 32 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sf) CHECK UNIT K FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS DATE: OCTOBER 2021 L C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x 8'+ 64±sf - 64±sf 64±sf N/A N/A -23.0/-27.8 psf[50 sf] CHECK UNIT L RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS I) resist wind loads, and M THERMA-TRU FIBER-CLASSIC FCM600 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.17 SHGC=0.01 -22.0/-29.7 psf[20 sf] CHECK UNIT M SOLID PANEL SIDE DOOR,MAHOGANY 2) are not contained in the prescriptive design FOUNDATION PLAN 8 N THERMA-TRU SMOOTH-STARSSF220 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.18 SHGC=0.01 N/A CHECK UNIT N SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR provisions of the 2020 RGNY5 TYPICAL WALL SECTION O CUSTOM 2'-8"x 4'-4"INSULATED DOOR 32"x 52" 11.5 sf 0 sf N/A 11.5 sf R=5.0 N/A N/A AS REQ'D 0 SITE-BUILT ATTIC ACCESS DOOR WITH 1"RIGID XPS INSULATION P THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21.6 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sf] CHECK UNIT P HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR were designed in accordance with ASCE -7-16 wind MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED provisions and acceptable engineering practice. DRAWING NUMBER MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[-sf] ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402A.3 where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A - 5 m O '15'-6" O v 42'-6" 2'-0" O IL. CLOSED-CELL SPF 14 6' I I O •• - - - - ---- - MAJE5TIG QUARTZ 32 DIRECT VENT GAS FIREPLACE. 0 INSULATE 8 AIR-SEAL ALL _ - B A WALLS,GEILING AND FLOOR OF (Y z THE CHASE. INSIDE WALL `- GYPSUM BOARD WOOD STEPS SURFACES SHALL BE 1 --1 3 _I A-8 A-8 '- 5HEETROCKED AND TAPED. CONTINUOUS BEAD OF 14'-0" WALL SHIELD AND CEILING Q SEALANT FIRE5TOP5 SHALL BE CAULKED DECK WITH CAULK HAVING A 300° F GYPSUM BOARD N 5/4x6 DECKING MINIMUM CONTINUOUS EXPOSURE # I' ATTIC PATHWAY FOR SOLAR ELECTRIC [TIO3.8] p (2)-1.75 x 14 LVL HDR RATING. COAXIAL VENT HAS - O INSTALL VIP VERTICAL SCHEDULE SO PVG CONDUIT ' 13' t LONGWALL LINE ABOVE OUTSIDE COMBUSTION AIR 1 ; THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLUGS INTAKE. j GEOANLIANNOUS BEAD OF NOTE: 2x6 STUD OR GAPS AT EACH TERMINUS [E3802.3.2 6 1 WALL IN ROOF `�°4° O O O O go5o CONTINUOUS MINIMALIV OVERHANG AREA ____ ___ EXPANDING FOAM AT WINDOW UNIT PERIMETER I i I I 130610 SL 6°610 SLDR 3°61 0 SL (2)-1.75 x 11.875 LVL HDR I I I ____ I al 36" GUARD [R312.1] i---I DW i I I +---------------------- ---------4, 1 WINDOWUNIT C----- ------------------------------ ------- WALL LINE ABOVE I BASEMENT ENTRANCE I 1 II NOTE: g'-O' GEILING HE16HT II r------------------� Ii j d DOWN -> I I KITCHEN - II THROUGHOUT FIRST STORY II I I N N PL ATE Ht. -"' A F LA E H . g'-I" ASF I j (EXCEPT FOYER) 1 CONTINUOUS MINIMAL m I EXPANDING FOAM AT WINDOW I I I I I UNIT PERIMETER - ® I I 11 N to r, 23'-4 1/2" = �'-O i/2° n r---- , l o - rn p m 0 I I IY � R I Ls ' 31/2" I I O - If 5ANDWIGH FJ BETWEEN (4) RR I `7-1-1 I I 10 001 FAMILY ROOM OO i i USE (3)-3/4' x 10" THROUGH BOLTS 1 -- 7 1 I z 4 f' I CONTINUOUS BEAD OF _-__--- AT CONNECTION - I I q I -------- ( _ �0 m I I F I I W L Q w '! SEALANT I v, dJ x =i 1 --'i I 4'-3" I i I O (K M I I I LU I PLYWOOD SHEATHING UNDER `� �I I - I__ I I.o I q m PLYWOOD SHEATHING UNDER p 1 Q l �p 6YP5UM BOARD FOR NSP IIL - -I I O GYPSUM BOARD FOR W5P I IL-_-__------_ � - BRACED WALL LINE I.� I I BRACED WALL LINE GYPSUM BOARD Q, I ►- } � I F I I �0 I OIE- V GARAGE I --- 13 I/2" Q I I I Pro I TEMODELOT7 5 I SMOKE rk G.O. C I CONTINUOUS BEAD OF N I O I 5 P.G. SLAB x DETECTOR(TYP) ADHESIVE NI L I �x PITCHED TO DOOR j1,� Q `-----' I PROGRAMMABLE I i c0 I N II r I THERMOSTAT Ca ® I CONTINUOUS BEAD OF I / I (� SEALANT - �I WALL LINE ABOVE--�I 2a1° 2a-lo 25 On CONT. ' N I - 7" x 7" PSL COLUMN - I SELF-CLOSING 20-min I N � TO 1 O I F.R. DOOR [R302.5.1] I I 1.75 x I6 LVL _i N GL LN 2e 1° I (� -- __ _ [MI505.4] l� � l-I -- -- - ' - - - J 2" CLOSED-CELL SPF I / FLUSH HDR m _---__----__----___ _ - -- - - -- - -- POST - 4x4 _______________� - __ (2)-L-15 x 16 LVL FLUSH HDR POST- Q N 6' O" 2' I" 4' 8" I I 4x4 ` _ L _(3)-1.75 x 16 LVL DROP HDR __ 4x4 PN _ s (ENGINEERED DESIGN) ® POST BIRTH _- -_ _ :r i _ 4x4 N RED DE516 POST 3'-1" 4x4 `� (E 61NEE N) �? POST `� ,' / 161° I I(3 i V I-1-J _ ---------------1 INTERIOR GARAGE WALLS: I II PLYkJODD SHEATHING UNDER-L-- N i I "r � fn uj Z I i 61�'RSUM BOARD FOR N5f' (2)-2670 I I Z - n/ I, I CONTINUOUS BEAD OF I R-15 BATT INSULATION I II m ° I I 20 cfm CONT. }- Z 4 d IX J " 6YP5UM BOARD I G (I \BRAGED WALL kfNE N 2� I I TO ERV fA — J O Z SEALANT I I Y� �. _ LL [M1505.41 Q Q _ y 1 GYPSUM BOARD I GARAGE GEILING: r I = 2a1° ' " z } I (V N I Z O Z cp 1U (TABLE UR302.6]] I AFD 1zN I m \z N 1Ii OPEN TO ABOVE d) I Q O W (� 1 m 2'- 1/ w F 11.1 a CJ �I L I 6 PLYWOOD 5HEATHIN6 UNDER 247° u� I i - x—1 fn 1X ' CONTINUOUS BEAD OF cul O �I GYPSUM BOARD FOR W5P I DINING ROOM a i MASTER BR SUITE I o - ------------ _ - _-----J 0 O } < SEALANT I I BRACED WALL LINE I m O II O V d < v, I o 31/2" 12'-5" II i� 10'-31/2" `� w CONTINUOUS MINIMAL I 0 I - < ry O EXPANDING FOAM AT WINDOW I I ,� d 0 < Q UNIT PERIMETER I I x ; FOR PLYWOOD SHEATHING UNDER w K ` � Q GYPSUM BOARD FOR W5P i �� O m J-1 !L7'-4" BRACED WALL LINE - 'z ABOVE SHOWERN HEAT DDDETEr - _______ O L y\ WINDOW UNIT(OR i N F 3°7°/(2)-1°7° 5L WEATHER-PROOF DOOR) EG. PANEL 22'-1" I m TYPICAL BEARING _ � = O (� WALL (SHADED) -' ------ N �--1 ii WALL LINE ABOVE m N (2)-1.75 x 11.875 LVL HDR , I A 3°5° O 3050 d) - _ p^ CONTINUOUS MINIMAL O D go5o PORCH 2¢7° p I I EXPANDING FOAM AT WINDOW 20 cfm CONT. O �v'^I '' '` y� 5/4x6 DECKING W.I.G. • �••O�'.••.• UNIT PERIMETER 3 1/2" 3 1/2" " lo - TO ERV .E "� ►e%' � t, i i PROVIDE RESERVED SPACE IN SERVICE PANEL FOR [MI505.4] 14:_5:: 6'-5 1/2" FUTURE SOLAR ELECTRIC INSTALLATION [TI03A] fe ; 7 x 7 FINISHED COLUMN PLATE Ht. 8'-5" ASF PLATE Ht. g'-I" ASF 6x6 P.T. P05T y t, �}�. %�✓ (TYP-3) (2)-1.75 x 11.875 LVL HDR I! �! CONTINUOUS BEAD OF SEALANT --- -(2)-2x12 P.T. HDR g°5° jl WOOD STEPS ��'MVERED OCT 0 0 2021 `I 6YP5UM BOARD II CONTINUOUS BEAD OF 6'-4'� 10'-O" 6'-4" 6'-6" 6'-6" ADHE51 VE (] (' CONTINUOUS BEAD OF 22'-5 7'-4" 13'-O" 22'-0" J i SEALANT oO t 75'-0" O Q - - 2" GLO5ED-GEL1L SPF 40 03 O � I,. ,.,,::,. A CONTINUOUS SILL SEALER FULL WIDTH OF SILL Q i O — I � o � 1L i FOUNDATION WALLLL lu O IQLJ t� O CONCRETE SLAB ( JT LOO FLAN 5TRUGTURAL DESIGN NOTE v z _ _ ._._ _.�.. 50ALE: 1/4" = 1 Ft Q Q In accordance with the 2020 RCNYS; structural _ elements such as engineered wood, steel and ~ .� steel/wood composite columns, beams, hleoders and s �j f girders that: �- — Q 1) resist gravity loads, and J ry J IL O 2) are not contained in the prescriptive design O w provisions of the 2020 RGN1r'S tL NOTE: IT 15 THE INTENT TO PROVIDE FOR A CONTINUOUS AIR BARRIER ALIGNED WITH THE ff) were designed in accordance lwith THERMAL ENVELOPE. THIS DETAIL SHOWS 5 G ND5-20 8 wit 2018 supplement. � TYPICAL METHODS OF AIR-SEALING U51NG VARIOUS BUILDING ELEMENTS, APPROVED Structural elements such os walls and fenestration ADHE51VE5 AND SEALANTS. FRAMING CONFIOURATION5 NOT SHONN,SUCH AS tat: CANTILEVERS AND 5TAIRWELL5, SHALL BE SEALED IN A 51MILAR MANNER TO PROVIDE FOR D TE: OCTOBER 2021 I) resist wind loads, and A CONTINUOUS AIR BARRIER ALIGNED WITH THE THERMAL ENVELOPE IN ALL LOCATIONS. 2) are not contained in the prescriptive design FIRST FLOOR provisions of the 2020 RCN*T,5 PLAN I J L I �� I7 T I�5 were designed In accordance with ASCE 'roa wind provisions and acceptable engineering practice. DRAWING NUMBER SCALE: 5/4" = 1 ft where such elements occur in the planes, they are annotated "ENGINEERED DESIGN." _ 4 7 A A-8 Z O v 4g'-10" N QC 3'-13/4" 14'-21/4': r----�r4r----� 6-4" IL I I i I W ZO � I I I I I I O 0 O I I a I I n I I iL- r--------------------------i---------------------------------------- WALL LINE BELOW O 2 HAZARD GLA IN6 [R3o8.41 I O I 645 � I I O I I 1 O I 1 I I 1 2x6 GJ AT 16" o.cx . 4°4 G I LL� I �0 4°4° PIG j _ (2)-1.75 x 11.&15 LVL FL HDR d M BATH ^i r-- 1 -I'-O 1/2" (ENGINEERED DESIGN) n &'-O" G Ht I I DOUBLE WALL STUDS 3 I/2 \ BEDROOM 4 Q 3'-3 10 6'-Q" 3Hol/ j - 2xa PLATFORM I W.I.G. - a'-O" G Ht n 1 oO I I I N Q 20 cfm CONT. Z i I cV n - I BATH i TO ERV N I I 1 - (M1505.43 I I o I N n WHOLE-HOUSE MECHANICAL VENTILATION ER403.61 I -I I`J 24-1 � I i- N 5-10" 4'-0" - 1- 20 cfm CONT. 4'_2 I0 ►- 1 LR LENNOX HEALTHY CLIMATE ERV5-175-TPD ENERGY RECOVERY VENTILATOR TO ERV _ _ d Pro I TECHNOLOGIES I INSTALL ERV UNIT IN CONDITIONED ATTIC. - MODEL T-105DUCTS SHALL NOT BE CONNECTED TO THE HVAC SYSTEM. (M1505.41N PROGRAMMABLE IQ I n n � THERMOSTAT I 27 ---------, d m I m j j I SHHEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. s N ------i-- 2`1'7° 287° ——— I LIN I 36"GUARD[R312.11 = ` / I STALE AIR TO OUTSIDE AND FRESH AIR FROM OUT51DE: 6" dia. DUCTS r Q m — — —I 47° r — — —J) CD 2810 �� SLOPED GEILIN6 i� I CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL G5POl I 0_10 I ® A.G. RETURN ----------------------------------- HVAC ----------------------- --- I HVAC EQUIPMENT IN ATTIC � �— — -- I / i h n SMOKE a G.O. HALL I � 1 l iv cn (2)-2x10 DOOR HEADER 1 I I i ! FRESH AIR TO IN51DE DIFFUSER IN HALLWAY: 6" dia. DUCT OAS OR PROPANE FURNACE: LENNOX ELIg6UHO70XE36B SLOPED x DETECTOR (TYP) I �— — — � IN BEARING WALLS AS SHOWN I I m STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. GLASS IV DIRECT VENTED TO OUTSIDE;AHRI 201&49570 p GEILINr I I _ �— — —� (2)-1.75x11.&75 LVL FLUSH HDR (TYPICAL-5) �POST UP I STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL 18N48 I HEATING GAP: 64,000 Btuh;AFUE = q6.1 i ___ -----.-„---,------�� ;- __ __ i I ALL DUGT5 INSULATED TO R-4.2 N -2870 287° - - - TRIPLE GJ UNDER P05T INDOOR COIL: LENNOX GH35-30B+TDR I" RIGID INSUL I BEARING WALL (ENGINEERED DE51GN) I _ _ I Q I I r _ I I SYSTEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE [MI505.4.41: OUTDOOR UNIT: LENNOX ML14XCI-036-230G;AHRI 203374690 ON ATTIC 12" x 12" AIR � 36 GUARD[R;312.11 1 / 1 v I I MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM GOOLIN6 GAP: 34,800 Btuh;SEER = 15.10 ACCESS DOOR I I x AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. I TRANSFER GRILL n v INSTALL IAW MANUFACTURERS 5PEGIFICATIONS O j 4 3 N LAUNDRY IN GEILIN6 IU 1 Le/—\� I l� X I I I 2e`4 �- Z I I Z I I QUO O w i fV LU :511 o f MASTER BR 5U I TE 2 DRYER EXHAW5T I 9' Ht TRAY GEILIN6 I Q W.I.G. J-L-1 m W I DRYE WASHER 0 OPEN TO BELOW d i I ui i V W fn Z O [MI5021 p I I p I i Z Ld Z .o N I 2xa GJ AT 16" oz. I N j j }- � � J T O -J W BEDROOM 3 < N 12" ABOVE PLATE , ' d) Z W i - I 6'-0 1/2" b-O' G Ht v n 3 1/2 3 Ifj2 1 2030 1 Q v �-- j- 0 Z I I 10-O' I 14-5 I W 11 1 Z IV I I r----------- X 0 j U[L JiJl--11 0. Z I I 3 I/2" OJU I I I DOUBLE WALL STUDS i i _ �+ V W ® O I N / -J -� I j j (2)-2xIG IHDR j I 1 N O } d = - W.I.G. 2870 12'-5" 51042 EYEBROW PIG J--------------------------- --- Il I J� q) O 4 O � SLOPED CEILING n ��\ I I __ (2)-1.75 x II.a-75 LVL HDR __ N j (ENGINI FRED DE516N) <`1 WALL LINE BELOW = - I n I 4 2 L-----------------------------------------------------------J O 65 I E 2x6 GJ AT Ib" o.c. PLATE HE16HT j O 6452 a'-5" ABOVE 5UBl ibOR I (1 ' 1 I ' i I ' I I AIR SEAL I ISO NOTES 1 1 1 WALL LINE BELOW TABLE R402.4.1.1 .2020 1 L------------------- ---J ' AIR BARRIER AND INSULATION I r«:•f` i INSTALLATION ----------'--- p COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION I I CRITERIA ---------------------------- A ------------A continuous air barrier shall be installed in the w building envelope. L-----------------------------� °rFs,�„r,Ett'"... �. Air-permeable insulation shall not be used as �s M p•»a kaM 95 General requirements The exterior thermal envelope contains a .F,,•�. 4 ` continuous air barrier. a sealing material. 7'-6" 7'-6” 2'-6" 3'-O" q�L.VER�D OCT 0 Q 2021 Breaks or oints in the airbarrier shall be sealed. The airbarrier in any dropped ceilingisoffit shall be 6'-4" 13'-O" aligned with the insulation and any gaps in the air Ceiling/attic barrier shall be sealed. The insulation in any dropped ceilinglsottit shall be aligned with the air barrier. 4clYol' Access openings,drop down stairs orknee wall doors to unconditioned attic spaces shall be sealed. 0 Cavities within corners and headers of frame Thejunction of the foundatton and sill plate shall be walls shall be insulated by completely filling sealed. the cavitywith a material having a thermal 0 resistance of R-3 per inch minimum. SEC A O M� FLOOR PLAN n • Walls The jurnction of the top plate and the top of exterior walls shall be sealed. Exteriorthermal envelope Insulation for 1L OL T- fram ed walls shall be installed in substantial A_a SCALE: 1/4„ = 1 f t Knee walls shall be seated. contact and continuous alignment with the air1L Oz barrier. Q X O The space between window/doorjambs and dJ 0 Windows,skylights and doors framing,and sl, li hts and framing shall be sealed. nn Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated Floorframing cavity insulation shall be installed to maintain perm anent contact with ® ® EMP01 the underside of subfloor decking. IY Floors including cantilevered floors The airbarrier shall be installed at any exposed Alternatively,floor from Ing cavity insulation Z shall be in contact with the topside of O � O and floors above garages. edge of Insulation, sheathing orcontinuous insulation installed 50LAR-READYP p Q� on the underside of floor Pram ing; and CERTIFICATE O extending from the bottom to the top of all ed meter floor framing members. IR 0 Q Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided This home has 91 5TRUCTURAL DESIGN NOTE W �' Crawl space walls covered with a Class I vapor retarderwith Instead of floor insulation,shall be incorporated features at overlapping oints taped. permanentl attached to the walls. the time of initial Duct shaftnsa s,utility penetration ,and flue shafts In accordance with the 2020 ROWS; structural � 0- §< � Shafts,penetrations opening ft exterior or unconan d space shall be construction to enable the elements such as engineered wood, steel and ~ Installation of solar steel/wood composite columns, beams, headers and Q Q sealed. Batts to be Installed in narrow cavities shall elCGtr1G. girders that: I'• (� O-- N arrow cavities be cut to fit or narrow cavities shall be filled O Q N with insulation that on installation readily =FJ conforms to the available caul space. L The solar-ready roof o 1) resist gravity loads, and v W 1 �lI Air sealing shall be provided between the garage zone is shown on this �[ < Garage separation and conditioned spaces. constructionIan exeer t ILL Recessed light fixtures installed in the building Recessed light fixtures installed in the p p 2) are not contained in the prescriptive design O W O Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight IIII and Is free of provisions of the 2020 RGNYS ISL surface. and IC rated. GO UI`fi obstructions that would 0 UIT 0 In exterior walls,batt insulation shall be cut v limit placement of solar were designed in accordance with O neatly to fit around wiring and plumbing or panels. Plumbing and wiring insulation that on installation,readily ANSI/AWG ND5-2018 with 2015 supplement. m conforms to available space,shall extend Plastic conduit for future behind piping and wiring. 5tructural elements such as walls and fenestration The airbarrier installed at exterior walls adjacent to electric wiring has been Shower/tub on exterior wall showers and tubs shall separate the wail from the Exterior walls adjacent to showers and tubs Installed through wal Is at that: showerortub. shall be Insulated. the locations shown to DATE: OCTOBER 2021 The airbarrier shall be Installed behind electrical CONDUIT E lectri callphone box on exterior wal Is and communication boxes. Alternatively,air-sealed facilitate the Installation I) resist wind loads, and boxes shall be installed. H VAC supply and return register boots that o wiring between the HVAC register boots penetrate thermal envelope shall t sealed electric. service panel and 2) are not contained in the prescriptive design 2nd FLOOR ate building to the ate bo ld wall covering or ceiling penetrated roof-mounted solar SOLAR-READY provisions of the 2020 RGNY5 PLAN panels. ROOF ZONES b the boot. panewere designed in accordance with A50E 1-16 wind Where required to be sealed,concealed fire provisions and aeee table engineering ractice. DRAWING NUMBER sprinklers shall only be sealed in a mannerthat is p p g g 1p Concealed sprinklers recomrrended by the manufacturer. Caulking or ® 0 other adhesive sealants shall not be used to fill where such elements occur in the plans, they are voids between fire sprinkler cover plates and walls annotated "ENGINEERED DEVON[.” A === 5 or ceilings. CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC 5ERVIGE PANEL [TIO5.10] z - O BWL A BNL B BNL G BWL D BWL E BWL F CJ z LL BW _ _L I ----,--------T--- 12'-2" --- - --------- - F- _ -- -- I Q _� _ - m 51611 41 0111 it , BWL 2 3--------- ---- -- -- --- -- `nnom,,. DBRACED WALL PANEL CALCULATIONS I I '� -------j,j I `n I IT Wind Adjustment Factors -Table R602.10.3(2) (p.181) upper Story o m Numbered Lettered 2-o Wall Lines Wall Lines Comment I - I --�- Exposure Category 1.00 1.00 Exposure B; 2-Sty BWL 3 - - - - - - RoofEave-taRidge Height 0.98 0.98 9'-8"; Roof Only --I �\�----------- - ------------- -t--- RStory Height 0.93 0.93 8-8„ i Number of Braced Wall Lines 1.30 1.60 3; 6 Additional 800 Ib Hold Down 1.00 1.00 NIA 3'-6" 3'-6" I ( I I GysumpBoard Total 1 aFastening 1108 1 0 1458 NIA Wid Fa Braced Wall 140 mph Total Bracing Braced Wall Bracing Wind Factor Line Method Total Line Spacing Required Required Length Status SEOONU STORY BNL PLAN (ft) Bracing (ft) Bracing Provided (ft) 1 WSP 10.75 3.19 1.185 3.78 25.19 014 Z 5GA1.1=: 3/16" = I ft 2 GB 12.33 6.55 1.185 7.76 52.69 OK 3 CS-WSP 13.92 3.48 1.185 4.12 24.33 OK OL A CS-WSP 8.50 2.50 1.458 3.65 16.33 OK rM z LU LU 17.67 OK LU Z C GB 1B GB 0.00 6.40 1.458 9.30 23.00 OK z Z Q' 0 z IX � - -�tr O -�to D GB 12.50 6.63 1.458 9.67 25.42 OK m 0 E GB 9.58 5,50 1.458 8.02 17.83 OK `� < 0 z F CS-WSP 5.50 2.50 1.458 3.65 13.58 OK z ? LU B1`L G BWL H BWL I BWL K A- L Q LU LU O 221_5" ' " nO, O > �QWindAjusmenacors - ae . . ( ) (p. ) I Q Lower Story 0 4 Q Garage Garage Dwelling Dwelling < Numbered Lettered Numbered Lettered Comment I ; Exposure Category 1.00 1.00 1.00 1.00 Exposure B I I Roof Eave-toRidge Height 0.99 0.99 0.99 0.99 9'-10" Gar; 9'-8" Dwelling - •� 4'-4" 2'-6" 3'-II" 6'-6" I Story Height 0.98 0.98 1.01 1.01 9'-8" Gar; 10'-2" Dwelling Q i -� - Number of Braced Wall Lines 1.00 1.00 1.60 1.45 2, 2 GAR; 5, 4 Dwelling Additional 800 Ib Hold Down 1.00 1.00 1.00 1.00 NIA BWL 4 -- -- .00 .00 r ------------ ----- - -�- ---- Gypsum Board Fa 1.00 1.00 1 ,.F...,.t, Wind Factor Total 0._70 0. 11600 .......� I; �- Fastening NIA I Q 970 1450 ��a,,` ,✓ I � TA; Braced Wall 130 m h Braced Wall Bracing p Wind Factor Total Bracing "" r �'', •.f Line Spacing Required Required Length Status -J� "� -' ,� r ! ' Line Method Total ': �5r•. -". K T,•+" BWL 5 --- ---�'-- .. (ft) Bracing {ft} Bracing Provided (ft) IE Garage� 5 CS-WSP 25.42 5.08 0.970 4.93 6.00 OK-I7 CS-WSP 25.42 5.08 0.970 4.93 5.83 OKIVE}2EG OCT (j 202E "I NG BWL G CS-WSP 22.42 4.48 0.970 4.35 7.08 OK _ --`- - UNDER WALLBOAR[� - -_ PLYWOOD SHEATHI I PLYWOOD SHEATHINIG H WSP 22.42 5.48 0.970 5.32 6.00 OK PLYWOOD SHEATHING `� ' UNDER WALLBOARD D UNDER WALLBOARD --_-____... Dwelling p I � I -,- 4 CS-WSP 17.08 6.98 1.600 11.17 17.25 OK Q O t I - - 4 25.00 OK O z �A � 5 CS WSP 25.42 9.90 1.600 15.8 6 CS-WSP 18.70 7.55 1.600 12.08 18.75 OK d I 7 CS-WSP 25.42 9.90 1.600 15.84 18.00 OK LA LL BWL 6 - -- - ---- " I I 8 CS-WSP 20.33 8.12 1.600 12.99 13.00 OK O p H WSP 8.58 5.00 1.450 7.25 15.58 OK 6 0 z O i I CS-WSP 20.42 11.73 1.450 17.01 29.08 OK O -- - YWO D SHEATHING i J CS-WSP 21.85 12.52 1.450 18.15 20.42 OK PLYWOOD 5HEATHING ~ v m m PL o � ,: , K CS-WSP 32.75 18.38 1.450 26.65 35.67 OK -, UNDER WALLBOARD UNDER WALLBOARD 61 - (!i ; PLYWOOD 5HEATHING UNDER WALLBOARD IL a Z O _ Ir- ^J 1 wF � Z I. I Q BWL -1 --- - --J --- -- �'-4°--- I------ 4 -� r , yW < ow --- i 0 I I I I BWL 8 -- --- --- ,t - to iI 22'-0" I 21'-a" i DATE: OCTOBER 2021 I MALL BRACING PLAN F I RST STORY BNL. PLAN DRAWING NUMBER SCALE: 3/16" = I ft A - & m z TABLE R802.5.2 RAFTER/CEILING JOIST HEEL JOINT CONNECTIONSa, b,c,d,e,g GROUND SNOW LOAD (psf) Z 20' 30 Q RAFTER RAFTER � SPACING Roof span(feet) O SLOPE (inches) 12 120 128 136 112 120 28 36IL Required number of 16d common 1�1 LU nails', per heel joint splices`,a^e O 12 4 6 8 10 4 6 8 11 z 3:12 16 5 8 10 13 5 8 11 14 p 24 7 11 15 19 7 11 16 21 12 3 5 6 8 3 5 6 8 0 4 -' - 4:12 16 4 6 8 10 4 6 8 11 0 PROVIDES 36" WIDE AGGE55 PATHHWAYNAYS] SOLAR-READY ZONE [ 24 5 8 12 15 5 9 12 16 # FROM EAVE TO RIDGE WHERE SHOWN [R324.6]. THE 50LAP-READY ZONE SHALL �j 12 3 4 5 6 3 4 5 7 REMAIN CLEAR OF 055TRUGTION5 5UGH A5 5:12 16 3 5 6 8 3 5 7 9 VENTS, ETC. [TI03.4] (TYPICAL-3) ATTIC PATHWAY FOR 50LAR ELECTRIC [TIO3,8] ROOF LINE 24 4 7 9 12 4 7 10 13 INSTALL 2"4) VERTICAL 50HEDULE 80 PVG 12 3 4 4 5 3 3 4 5 CONDUIT THROUGH ALL WALLS TO ATTIC, WITH - -- - -! - - --- - - "-- 7:12 16 3 4 5 6 3 4 5 6 TEMPORARY PLUGS OR GAPS AT EACH TERMINUS WALL LINE WALL LINE O [E3&02.3.21. 24 3 5 7 9 3 5 7 9 ! ROOF BELOW ROOF BELOW ,; ,Z�Q 12 3 3 4 4 3 3 3 4 X +T 9:12 16 3 4 4 5 3 3 4 5 �2xI0 RR AT Ib" o.c. 2x10 RR AT Ib" 0.6. x 24 3 4 6 7 3 4 6 7 N ~ E ~ 12 3 3 3 3 3 3 3 3 ROOF OVERHANG BELOW i ROOF LINE -o 12:12 16 3 3 4 4 3 3 3 4 o ----- - _"- 24 3 4 4 5 3 3 4 6 J 1 N � For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 pound per WALL LINE ' square foot=0.0479 kPa. a. 40d box nails shall be permitted to be substituted for 16d X AT Ib" o.c. common nails. C'Yv I � - � ;; 2x6 RR . Nailing requirements shall be permitted to be reduced 25 i ! ; I I b o �, � ��v`�� opercent if nails are clinched. r- _ _ .. C. Heel joint connections are not required where the ridge is a �p I ": Q 1 Q _- supported by aload-bearing wall,header or ridge beam. ! 1 d. Where intermediate support of the rafter is provided b < AGGE55 ROOF -- - - Pp p Y vertical struts or purlins to a load-bearing wall the - AGGE55 ROOF % p g , C)- tabulated heel joint connection requirements shall be Xcvf= permitted to be reduced proportionally to the reduction in N - - - y E an. Q e. Equivalent nailing patterns are required for ceiling joist to ceiling joist lapsplices. o y - f. Applies to roof live load of 20 psf or less. 1.15 x 14 LVL 5TRUGTURAL RIDGE % j Tabulated heel 'Dint connection re uirements assume Z' v j P05T RIDGE DOWN TO BEARING t. g J q 1 WALL AT 12'-O" ON-CENTER OR LE55 --; POST DN j that ceiling joists or rafter ties are located at the bottom W 2x12 RIDGE 2x12 RIDGE spa ng joists ties are E- of the attic space. Where ceili ists or rafter t' I i t located higher in the attic,heel joint connection LU lu m z requirements shall be increased by the following factors: LU �l i.... I I z z dd O -1IX -1 is W EXTEND RIDGE TO HC/HR Heel Joint Connection Adjustment Factor O z BEARING WALL AT o } Z W GARAGE ROOF BELOW ! ALL VAULTED - J Q ,— `Q ' CEILINGS LZ ! 1/3 1.5 J-�-1 f ° i 1 p 1/4 1.33 Q >, it l � 0 CJW 115 1.25 ( J OL _. n/ 1/10 or less 1.11 iL O Q \AT11"<,.,. cv ' y -' where: - Ho-Height of ceiling joists or rafter ties measured vertically x2xb RR AT ib o.c. above the top of the rafter support walls.xHR=Height of roof ridge measured vertically above the top of x2x10 RR AT I6 o.c. 2x10 RR AT 16" oz. ; �i the rafter support walls. WALL LINE I2x10 RR AT I6" o.c. rq ROOF LINE I ,.... Nw... �;.••" -` r ra r ROOF LINE ROOF BELOW + �hj o4' Y PORCH ROOF BELOW cv ' - - - - - _WALL LiNE DE ;VERED OCT 0 8 2021 ROOF LINE J t- O O 00 � � r ROOF PLAN O 50ALE: 1/4" = 1 ft 6 � °o P O < o d- O < < o 0 LU STRUCTURAL DESIGN NOTE LU W p- z In accordance with the 2020 RGNY5; structural Q d !L �— O Z elements such as engineered wood, steel and X < steel/wood composite columns, beams, headers and Q Q girders that: f- 0 0) 60 _ cv 1) resist gravity loads, and %3_1 J� O 2) are not contained In the prescriptive design O w � provisions of the 2020 RGNYS }� O were designed in accordance with N m AN51/AWG ND5-2018 with 2015 supplement. O Structural elements such as walls and fenestration that: DATE: OCTOBER 2021 I) resist wind loads, and 2) are not contained In the prescriptive design ROOF PLAN provisions of the 2020 RGNYS were designed in accordance with A50E 1-I6 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A -7 ROOF 2x EXTERIOR WALL I z I O Im i V I I 7 - - - 1 - - - - - - - I 6" CLOSED-GELL 5PF INSULATION O I I I - I STUD TO FLOOR JOIST V I SIMPSON COIL STRAP pL (4)-8d NAILS AT EACH END O ------------------ ------•-�---I------------------------------------------F-4---------------------------------------------------------------t-------------------------------------------------------i LL CEILING LAUNDRY I 1 I FAMILY BATH �- I - - - — - - - - - - - - MASTER BATH I I 2x SOLID BLOCK d AIR-SEAL BETWEEN FJ - - - _ /- - - - -� - I I � - \ - - - - -\ - - - - -- I 2x RIM BOARD Lu 1 W >I > I >I I I >1 > 1 > I > I > CANTILEVERED FLOOR J015T - v ' - - I - IWC - - - - - IWC WASHER I i I I LAV. I I I LAV. I LAV. I 1 055 a VINYL SOFFIT TuB TUB Q I_ 1 1 I I 1 SHOWER 1 j FLOOR J015T TO WALL: 2x EXTERIOR WALL SIMPSON H2;(5)-8d NAILS TO FJ 4 (15)-5dSd NAILS TO STUD I � - 2nd FLOOR I I I I ____ _-- _-- _--I-------------------------------------------------------- ALTERNATE WHERE FJ/STUD M15ALIGN5: -------------- 2 W -- I-- ------- --- --------- ------ I-------------------------I- W I-I/2 W 2" W 3" W 2" W I FLOOR JOIST TO PLATES: 2" W 3" W I-1/2- W r G.O. 2" W 3" W I I G.O. 2" W 3" W I i SIMPSON H2.5;(5)-8d NAILS TO FJ, (5)-8d NAILS TO PLATES G.O. IPLATES TO STUD: --------- --- ------- -- ----------------------------- I 51MP50N H2.5; 5 (5)-8d TO PLATES, (5)-8d To STUD ----- - - I CEILING - -- - - - KITCHEN _ _ _ __ _ _ _ _ POWDER - BATH I 2x ROOF RAFTERS AT 16" O.G. - _ I 1 - -- -- I USE GALV. HURRICANE TIE BETWEEN >I >I >I >� - - - }1 EVERY RAFTER AND THE ROOF BEAM - - - - -1 DETAIL TFLOOR 2x CEILING JOISTS AT 16" O.G. KIT SINK I I I I CANTILEVERS I$ SET�3ACXS USE (JOIN NAILS RAFTER WG I WC I i HEEL JOINT CONNECTION NDW m LAV. m LAV. 1 i SCALE= NT5 UD F BEAM (SEE PLAN FOR A PRE5ERVATIVE TREATED SIZE) I I ASSEMBLE WITH 10-d NAILS 12" O.G. STAGGERED ALONG LENGTH SHOVER I 15t FLOOR VENTED VINYL SOFFIT Ix8 TRIM BOARD ------------------------- --------------------- -------- ----- ----------------------------------- ---------- -------------- ------- --------- --- ------------------ 2" W I-I/2" W 3" W 2: W I UPLIFT CONNECTIONS: 0518 6ALV. COIL STRAP G.O. 2.. 11 G.O. 2.: W 3.. W G.O. 2 H B USE (2) AT EACH POST, TOP $ OTTOM I 5/4"x&" DECKING (4)-I0d NAILS AT EACH END -------------------------- ----------------------------------------- --- ----------------- - - ---------------------------- ----------------------------------------- -------------y PERPENDICULAR TO JOISTS CEILING (2)-8d THREADED NAILS OR G.O. 4" W -1 -4F.A.I. (2)-No. 8 WOOD 5GREW5 AT 4x4 WOOD COLUMN 4„ W i 4: I EACH SUPPORTING MEMBER [R5077] UG3B PRESERVATIVE TREATED REST DIRECTLY ON FLOOR BEAM FLOOR BEAM(SEE PLAN FOR SIZE) I FLOOR JOISTS UG3B PRESERVATIVE TREATED (SEE PLAN FOR SIZE) ASSEMBLE WITH TWO ROWS OF IOd NAILS FL.UM151 NO RISER Z7 I AORAM � I U036 PRESERVATIVE TREATED 16” O.G. ALONG EACH EDGE [R50-i•5] I SCALE: NT5 HOUSE TRAP TO APPROVED i SANITARY SYSTEM GRADE 4x4 WOOD P05T BASEMENT FLOOR I UG3B PRESERVATIVE TREATED --------------------------------------------------------------------------------------- PB44 HOT-DIPPED 6ALV. O P05T BASE ANCHOR UA mV lu 0 WmO I2"0 x 6'-0" HIGH P.G. COLUMN WITH (2)-#4 — z tT W 7- VERTICAL VERTICAL REBAR ON Z Z J' Q Z W 24 x 24 x 12 DEEP P.G. FOOTING WITH (2)-#4 [A TYPICAL ROOF R-3q J-` BREBAR EACH WAY, REBAR 4" ABOVE (� I� �- �ri)- o' Q OTTOM ASPHALT ROOF SHINGLES OVER 15# FELT OVER ju OLZ Ir- O Z STRUCTURAL PANEL SHEATHING OVER >` (V W 0 13 2x10 RAFTERS AT 160 O.G. Q J ^O V R-3q 6" THICK GLOSED-GELL SPRAY POLYURETHANE FOAM (5PF) TYi�i G,�L. PORCH DETAIL, p x} V Q a L75 x 14 LVL STRUCTURAL RIDGE WITH Y:2" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] �- 7- (SEE ROOF PLAN FOR POST LOCATIONS) OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.6] SCALE: NTS / N p fig' 1L-�O E TENSION ST AF: 12 8 Q A WRAP STRAP OVER RAFTER (5) 10—d COMMON NAILS AT EACH END OF STRAP 1 i i 1111'Tf�li 1'4(I; IIi fff'�_Ilj l'ff'I~II'f�l (I-�l'ill i 2x4 GOLLAR TIE AT 4 1 IT 11 111111 1111111111 (OPTIONAL) GABLE WALL INSULATION 1 1 GONTINUOU5: R-5 I-INCH RIGID FOAM XPS 1\\ CAVITY: R-13 2" 5PF \ 5E�4LED 1�TTIG (INDIkt1 GTLY GONDITIONED) MT53OG STRAP-TIE o, •. •�•"'"';*•.1,�=' •' w� (BEYOND 5EGTION) I 1 2 SOLID EACH RAFTER `` C� r WOOD BLOCKING 2x6 GJ AT 16" O.G. ; ; C0 SMOKE ff .0. DETECTOR 1 1 DETECTOR IN ATTIC 1-1/4" WIDE 20—OUAOE ')" "l•' 1 1 ;' GALVANIZED 5TEEL STRAP NOTE: ALL DUCTS SHALL BE RAFTE TO STUD : TYPICAL EXTERIOR WALL R-20 K.,'<` •° WRAP STRAP OVER RAFTER 2x4 STUDS AT 16" O.G. LOCATED IN THE ATTIC, I/2" GYPSUM DOOR OPENININ WINDOW AND EACH SIDE -•� •• ' �� INTERIOR SECOND STORY BOARD FINISH GS. INSTALL (2)-2x4 TOP PLATE;2x4 50LE PLATE WALL CAVITIES AND SECOND -I STRAP FROM TOP OF TOP � •• (4) 8-d COMMON NAILS C EACH END OF STRAP (2)-2x8 HEADERS UNLE55 OTHERWISE NOTED ON PLAN N FLOOR PLATFORM. MIN. R-6 PLATES TO JACK STUD. FOCTLTERNATE: H2A UPLIFT CONNECTOR INSTALLED - D�.�.IbFE,� �?� D 8 2021 R-15 UNPAGED FIBERGLASS BATT CAVITY INSULATION 0 DUCT INSULATION IN ATTIC. � MINIMUM LENGTH BELOW IAN) MANUFACTURER'S SPECIFICATION VINYL 51DIN6 OVER HOU5EWRAP OVER R-5, I" XPS INSULATION z HEADER - LENGTH ABOVE WHERE RAFTER ALIGNS WITH STUD OVER 1/2" STRUCTURAL PANEL SHEATHING G5-W5P -IR-13 2" GL05ED-GELL - BOTTOM OF ]HEADER w SPF AT RIM JOI5T z HALL LAUNDRY W.I.G. N Q BEYOND SECTION (2)-1.-15 x 16 LVL m DOUBLE-FRAMED 3/4" SUBFLOOR Q 'd SO STAIRWELL (TYP) O O 16" TJI-360 FJ AT I6" O.G. i a ' TYPICAL INTERIOR WALL 2x12 LEDGER 2x4 STUDS AT 16" O.G. I l�IL.L. STUD TO l�IL.L. STUD : (2)-2x4 TOP PLATE;2x4 SOLE PLATE ¢g• q 3/16'+ I(2)-1.75 xFb HDR BOARD F H 5H STRAP OVER OR UNDER SHEATHING Ys GYPSUM WALLBOARD ON BOTH 51DE5 (4) 8-d COMMON NAILS AT EACH END OF STRAP _ Q 1st FLOOR PLATFORM 2x6 G.J. 2x8 PLAT TANS I ON STRAP I NO ° �- i N SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET c WOOD FLOORING OVER R-13 2 CLOSED-GELL I I 4 � Q 3/4" PLYWOOD 5UBFLOOR SPF AT RIM J015T I 1 B o O < 0 11.875' TJI-230 FLOOR JOISTS AT le)" O.G. T Y `7<l 1 I L.L- O N 1 1�I�lO Q Q GROSS BRIDGING AT M105PAN 1 SILL GON5TRUGTION: I/2" GYPSUM I I HALL PANTRY SCALE: NT5 W Q < Z 2x6 P.T. (UG35) SILL ON TERMITE SHIELD BOARD I I V - ON SILL SEAL WITH 1/2" ANCHOR BOLTS FINI5H I T Q (SEE TYPICAL WALL DETAIL) q 3/16" IN15HED FLOOR �- < < �- W m �4 N (2)-1.75 x 14 1/2" GYPSUMINISHED GRADE V N STUD TO 51 L.L. 'L. T STAIRS LVL 61RDER BOARD FINISH W IL WRAP STRAP UNDER SILL PLATE PER COPE SLOPE 6" IN Io' MIN. AWAY FROM BUILDING--D (4)-3/8" LAG SCREWS BASEMENT O W O (6) 8-d COMMON NAILS AT EACH END OF STRAP q" SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET q 2x8 PLAT o (INDIRECTLY CONDITIONED) iWi Q LuFULL HEIGHT R-11 BLANKET WALL INSULATION AS MANUFACTURED BY a GERTAINTEED CORP. ASTM E84 MAX. FLAME SPREAD INDEX -_ 25 MAX. SMOKE DEVELOPED INDEX 50 2x6 STUD WALL AT GARAGE NO P¢ (SEE FLOOR PLAN) DATE: OCTOBER 2021 IBOARDPSUM q„ `�� TRIM SHEATHING AROUND CEILING JOISTS FINISH 4" P.G. FLOOR SLAB TOP OF BASEMENT SLAB 2x6 G.J. LAP AND CONNECT OVERHANG CEILING JOISTS TO STUDS WITH SECTIONS $ MINIMUM (3)-16d FACE NAILS DETAILS 10" POURED CONCRETE FOUNDATION STEM WALL (ENGINEERED DESIGN) H I O H-N I NIS UPL.I FT ST AFF I NO VERTICAL REINFORCEMENT: #4 REBAR AT 12" O.G. I�" TO 4�" CONCRETE COVER FROM iN51DE FAGS 30" x 30" x 12" DEEP P.G. FOOTING HORIZONTAL REINFORCEMENT: #4 REBAR AT IS" O.C. w/(3)-#4 REBAR E.H. DRAWING NUMBER SGALE: NTS TOP BAR WITHIN 12" OF TOP OF WALL SECTION A SECTION B NOTE: ALL METAL STRAPPING SHALL BE 1 1/4" x 20 GAGE (51MP50N 0520 COILED STRAP). UPON 24° x I2° Ht CONTINUOUS P.G. FOOTING MINIMUM 3'-0" BELOW GRADE SCALE: I/4" = I ft SCALE: I/4" = I ft 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 GODS OF NEW YORK STATE **� RIOI.I UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and Building code - Iq NEER TABLE R301.2(1) WIND COMPLIANCE PATHWAY NOTES .�" and publications Incorporated by reference therein. ZO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA RIo5.2 BUILDING PERMIT. A building permit shall be Issued by the H t on-site WIND DESIGN STANDARD: 2020 RGNY5 Town prior to the start of work. A copy of the building permit v GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN ULTIMATE DESIGN WIND SPEED: OBTAINED FROM and approved construction documents shall be kept SNOW DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL https://hozords.atc.ounc.ii.org FOR THE PROJECT LOCATION: until project completion. Speed Topographic Special wind Windborne Weathering Termite TEMP REQUIRED HAZARDS INDEX TEMP p 9 LOAD (mph) effects region debris zone CATEGORY depth N 41.0051 W '72.56650 THI5 NEW RESIDENTIAL 5TRUGTURE UTILIZES RIO63 DESIGN PROFESSIONAL: A Certificate of Authorization is ZO WIND DE51ON 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE PRE-ENGINEERED WOOD GONSTRUGTION filed with The State Education Department entitling D'Amaro v 20 psf 127 None No No B Severe 36" M to H 15 °F Yes None 599°F-DAYS 51.0° F 8301.2(5)B FOR FLOOR FRAMING AND ROOF FRAMING. Engineering and Surveying, P.G. ("Designer") to provide MEAN ROOF HEIGHT 15 NOT GREATER THAN 50 FEET [TABLE professional engineering services. However,the Designer has not been retained to provide construction engineering, LL MANUAL J DESIGN CRITERIA- Central Islip THE OWNER SHALL NOTIFY THE TOWN AND p Winter Summer Altitude correction Indoor design Design temperature Heating temperature 8301.2(3)] AFFIX THI5 SIGN IN AGGORDANGE WITH supervision nor inspection,and therefore is not responsible g g p g p EXPOSURE CATEGORY: EXPOSURE B TITLE Iq NYGRR PART 1265. for work performance of the builder. The builder shall Q Elevation Latitude heating cooling factor temperature cooling difference Immediately notify Designer, In writing, if there Is any LU COMPONENT AND CLADDING LOADS [TABLE 8301.2(2)] DO NOT discrepancy found between field conditions and plan 0 60 ft 41° North 150 99%outdoor DB 850 1% outdoor DB 0.998 70°F 75°F 55°F REGUIRE ADJUSTMENT COEFFICIENTS [TABLE 8301.2(3)] dimensions,especially with regard to existing construction. z t0 r MAIN ROOF UPLIFT CONNECTION FORGE = 200 plf (28'-O" roof 83012.1 WIND DESIGN: In accordance with Figure 830 - Cooling temperature Wind velocity Wind velocity Coincident Winter Summa g 1.2(5)8,wind N Daily range - span, 140 mph, pitch Greater than 5:12) [TABLE R802.111 design is not required. This building is designed In O difference heating cooling wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 140 plf accordance with the wind provisions of the 2020 RGNY5. 10°F 15 mph 7.5 mph 72°F Medium 16°F to 25°F N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 80 plf Q p UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP 8301.2.1.2 PROTECTION OF OPENIN65. This building In not located O O OF ALL BRACED WALL PANELS [8602.3.5]. In a Windborne Debris Region. R3012.4 FLOODPLAIN: This building Is not located in a flood hazard area. R301.5 LIVE LOADS: Minimum uniformly distributed live loads: Attics without storage 10 psf,Attics with storage 20 psf, O Balconies d 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) 6 psf,Sleeping rooms 30 psf,Stairs 40 psf 8301..6 ROOF LOAD: Roof Design Load Is based on the greater of the Ground Snow Load (20 psf, applied per A5CE-1) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table 8301.6. Span table ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b'c SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,� _ATSPACING AND LOCATION NOMINAL MATERIAL design corresponds to the 30 psf ground snow load column to THICKNESS DESCRIPTION a'b OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load conditions. Roof Floor (inches) support (inches) (inches) 8301.8 NOMINAL SIZES: Dressed lumber dimensions specified on 4-8d box 2 ,or (inches) these plans are nominal sizes. Engineered wood dimensions Y2":: " ( ''/2"x 0.113")• 4-8d box(2/2 x 0.113 ); or Wood structural panels,subfloor,roof 9 and wall sheathing to framing and particleboard wall sheathing to framing (LVL, PSL, I foists, glu-lams, etc) are actual dimensions. 3-8d common(2 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 3-1 Od 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 %� 4 g 8302.1 FIRE-RESISTANT EXTERIOR WALLS= All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131"nailst t s projections shall be located at least 5 feet from lot lineand Up to/ 0.097-0.099 Nail 2 3 6 are not fire-resistance rated. 4-8d box(2 2"x 0.113"); or 8d box(2 Y2"x 0.113") 4"o.c.toe nail Staple 16 ga. 1 Y4 3 6 R302A FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common(2 Y2"x 0.131");or Per joist toe nail 22 Rim joist,band joist or blocking to sill or top plate 8d common(2 Y2"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 3-lOd box(3"x 0.128");or ) (roof applications also) l Od box(3"x 0.128");or 6" o.c. toe nail i%2 and Staple 15 and 16 ga. 2 4 $ having a F51 = 15 (req'd max. 200) and a SDI = O (req'd max. 450);and complies with Code. 3-3"x 0.131"nails 3"x 0.131"nails 0.097-0.099 Nail 2 t/ 4 8 Staple 14 a 2 8302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter, laps over 4-10d box(3"x 0.128");or 3-8d box(2 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 Y2" x 0.162"); or Face nail „ 2-8d common(2 2"x 0.131");or Staple 15 ga. 1 X 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%2 and 3/ t surfaces shall have a F51 s 25 and o 5DI s 450. See plans ( )] ) 0.097-0.099 Nail 2/ 4 8 for exposed Insulation values. 2 staples, 1"crown, 16 ga., 1 Y4" 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 fireblock 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 X 4 8 around all penetratlons of the floor and telling planes,and R802.5.1(9)] 24 2 subfloor to joist or girder 2-16d common(3 I z"x 0.162) Blind and face nail 0.113 Nail% 3 6 where otherwise specified by the 2020 RGNY5. ` 4-10d box(3"x 0.128"); or3-16d box(3 2"x 0.135"); or 1 Staple 15 ga. 2 Y4 4 8 8302.12 DRAFT5TOPPIN6: Not needed for this project. 5 Collar tie to rafter, face nail or 1 Y4"x 20 ga. ridge strap 3-1 Od common(3"x 0.148")• or Face nail each rafter 25 2 planks(plank&beam- floor&roof) 2-16d common(3 2"x 0.162 At each bearing, face nail t 0.097-0.099 Nail 4 $ 8302.13 FIRE PROTECTION OF FLOORS: Not needed for this to rafter 4-3"x 0.131") 3-16d common(3 Y2"x 0.162");or SPACING`O FASTENERS project under Exception 4. 4-1 Od box 3"x 0.128" or NOMINAL MATERIAL a h R302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed 3-1 6d box(3%"x 0.135");or 26 Band or rim joist to oist ( )' DESCRIPTION ° OF FASTENER AND LENGTH 2 toe nails on one side and 1 toe J J �: :� End nail THICKNESS Edges Body of pane luminaires shall be IG-rated I/A/W NI102.4.5 with separation 3-10d common(3"x 0.148");or inches inches p g. 6 Rafter or roof truss to plate 4-3 x 0.131 nails; or g Y p - • (inches) from Insulation per listing. nail on opposite side of each rafter 4-3"x 14 ga. staples, %6"crown (inches) (inches) (inches) 4-1 Od box(3"x 0.128");or or truss' 8308.4 HAZARDOUS GLAZING LOCATIONS: Tempered glass or � � � 4-3"x 0.131"nails �� > h other approved safety glazing material shall be Installed In `Z OO Nail each layer as follows: 32 O.C. Floor underlayment; plywood-hardboard-particleboard -fiber-cement Pp y 9 9 in E- 20d Common(4"x 0.192");or and adjacent to door panels;within 60 Inches of wet surfaces; � � m at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. to 4-16d box(3 2"x 0.135");or p W I z 3-IOd common(3"x 0.148"); or 10d box(3"x 0.128");or 24"o.c. face nail at top and bottom 3d,corrosion-resistant,ring shank nails R30q.1 6ARA&E FLOOR SURFACE: tiara a floor shal I be 5-Inch z- W - Toe nail 3 6 g }- Z Z `1" z Ily 4-1Od box(3" x 0.128"); or 3"x 0.131"nails staggered on opposite sides (finished flooring other than tile) thick poured concrete stoped 1/4-Inch per foot toward vehicle toil - - W O -1 W 27 Built-up girders and beams,2-inch lumber layers entry doorway. t n = dl z Z Roof rafters to ridge,valley or hip rafters; or roof rafter 4-3"x 0.131" nails And: Staple 18 ga., %long,%crown wo V N f O 7 to minimum 2"ridge beam " 0.192"); finished floorin other than iiia 3 6 8310 EMERGENCY ESCAPE AND RESCUE OPENIN65: It Is the O} d3 O g „ :: 2-20d common(4 x or t ( g ) builder's responsibility to verify that window units supplied < Z > iL z f 3-16d box(3 2 x 0.135"); or ,� �� Face nail at ends and at each splice / p toy yy pp by � � O w 2-16d common(3�"x 0.162"); or 3-1 Od 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. � �' QC W ® O ( ) End nail 3-3"x 0.131"nails (galvanized or stainless steel)roofing nails(for tile finish) 8 $ emergency escape and rescue openings where required. iLl (�/ J < 3-1 Od box 3"x 0.128" ; or lX �•- 1h 3-3"x 0.131"nails 1 long,No. 8 x .375 head diameter,ribbed wafer-head screws 8311.1 STAIRWAY5: Interior stairways shall be pre-assembled A- 0 O > �Q X 4-16d box(3 2"x 0.135"); or 8 8 wood units. The maximum riser height shall be 8-1/4 Inches and N <Q Wall 3-16d common 3 2"x 0.162" ; or for tile finish O 28 Ledger strip supporting joists or rafters ( ) At each joist or rafter, face nail ( ) the minimum tread depth shall per q Inches,plus nosing where z La A 16d common(3 2"x 0.162") 24"o.c. face nail 4-10d box(3"x 0.128");or Plywood required. Provide handrails per Gode. C, -� 8 Stud to stud(not at braced wall panels) 10d box(3"x 0.128"); or 4-3"x 0.131"nails 14 ring or screw shank nail-minimum 8312.1 6UARD5: Walking surfaces more than 30 Inches above 3"x 0.131"nails 16 o.c. face nail t 5 t 3 6 grade, and steps leading thereto, shall have guards that Z 2-1Od box(3 x 0.128 );or 2-8d common /and/6 12/ga. (0.099 )shank diameter conform to Code. X • 16d box 3%"x 0.135" ;or � 29 Bridging or blocking to joist (2%"x 0.131");or 2-3"x 0.131"nails Each end, � �nail t Staple 18 ga., %,%6 crown width 2 5 " Stud to stud and abutting studs at intersecting wall ( ) 12 o.c. face nail R3I2.2 WINDOW FALL PROTECTION: Windows with sills 'less than 9 3"x 0.131"nails SPACING O FASTENERS tot 3 IS t 1/ring or screw shank nail-minimum a 24 above finished floor and greater than -12 above grade corners(at braced wall panels) /2, /, /2 and/ 6 8 shall be protected per Code. 16d common(3 t/2" x 0.162") 16"o.c. face nail TEM DESCRIPTION NUMBER AND Edges Intermediate 12 2 ga. (0.099")shank diameter 16d common(3 2"x 0.162") 16" o.c.each edge face nail OF BUILDING ELEMENTS TYPE OF FASTENERa,b g h supports`,' 12 ring or screw shank nail-minimum 8314 SMOKE ALARMS AND HEAT DETECTION. Interconnected •*.,• •F•,ras • mches . - t-•. 10 Built-up header(2"to 2"header with 2" spacer) t ( inches t9 s 2s s t :: 3 6 smoke alarms,carbon monoxide alarms,and heat detection 16d box(3/2 x 0.135 ) 12 o.c. each edge face nail (inches) /2,/, /2 and/ 12/ga. (0.099 )shank diameter alarms shall be installed at all locations shown on the plans. 5-8d box(2 2"x 0.113"); or Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 a., 12 6 8 'Z. " G r�;• ► 0•�`,t. g R315 CARBON MONOXIDE ALARMS: install atoll locations d {;P 11 Continuous header to stud 4-8d common(2 2"x 0.131");or Toe nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] e specified on the plans. `c+ Hardboard p p 4-10d box 3"x 0.128" :: :: i �'� °' -. t ('�� " ��•-g; ( ) 30 3/t,'" -2" subfloorowa 1 lx 0.113 nail 6 12 1 /ion ring-grooved underla ment nail 6 6 R3I 1 as HOOD preservativel�t treated (P.T) shall in sans ( ) r gY p p 16d common 3 2"x 0.162" 16"o.c. face nail ( ) 0.200 4d cement-coated sinker nail 6 6 = 3' + (.: �%`'-•`'� t i' 1 1. ,%.:•.,of L, ( ) accordance with AWPA UI for the Intended use and location. IDEUVERIED 12 Top plate to top plate IOd box(3"x 0.128"); or 31 t%2" - 1" 8d common nail(2 2"x 0.131") 6 12f Staple 18 ga., 7/long(plastic coated) 3 6 Fasteners shall be hot-dipped galvanized steel, stainlesssteel, silicon bronze, co er or 1/2 diameter or reater12 o.c. face nail ��3"x 0.131"nails l Od common(3"x 0.148")nail; orParticleboard pp `�32 1 �" - 1 4" :: :: 6 12 steel bolts.8d(2 2 x 0.131 )deformed nail 4d ring-grooved underlayment nail 3 6 9 3 R401.4.1 6EOTEGHNICAL. Footings and foundations shall rest on GCT 0 8 2021 8-16d common(3%"x 0.162"); or Other wall sheathing Staple 18 ga., /long, /6 crown 3 6 undisturbed soil with a minimum load-bearing value of 2,000 Face nail on each side of end joint t „ psf. Visually graded soils that have this load-bearing value 12-16d box(3 2"x 0.135");or „ t „ 1/2 galvanized roofing nail, /6 head 3 6 s 6d ring-grooved underlayment nail 6 10 include GW 4 6P-gravel and sandy gravel;6M 4 6G-silty and 13 Double top plate splice ( ) (minimumid lap splice length 33 / structural cellulosic fiberboard sheathing diameter,or 1"crown staple 16 ga., 1 %" long Staple 16 ga., 1 %long,3s crown 3 6 g gravely y 12-lOdbox 3"x 0.128" ;or , cla a ravel;SW � SP-sand and ravel sand;5M # 5G-silt each side of end joint) 12-3"x 0.131"nails 3 :: 7 :: an clayey sand. Unsuitable subsoil material encountered D 1 /4 galvanized roofing nail, /6 head I 6d ring-grooved underlayment nail 6 10 durinq excavation shall be excavated and replaced n-sttu -I t- 34 2%2" structural cellulosic fiberboard sheathing diameter,or 1"crown staple 16 a. 1 %"lop 5 3 with �Y4 crushed stone t o minimum depth of 8 Inches or AOBE. ` t 1 p g g 3 6 �' s Staple 16 ga., 1 /long, /crown 3 6 " P 16d common(3 Y2 x 0.162 ) 16 o.c. face nail t „ d 1/ 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 t „ 7 7 walls and other vertical concrete work exposed to thet- 14 16d box 3 t " 1 / long; 1 / screws, Type W or S For SI: I inch=25.4 mm. weather shall be air entrained stone concrete with a minimum - blocking(not at braced wall panels) ( /2 x 0.135 ),or 12"o.c. face nail � r 3"x 0.131"nails 5 d 1 4" g g p g compressive strength of f'c.=3,000 sI at 28 clays. Porches, O - t sum sheathing 5 galvanized roofing nail staple galvanized, mil g p O 36 / gyp g 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 I (� m 3-16d box 3 2"x 0.135" ;or 3 each 16"o.c. face nail 1 / long; 1 / screws, Type W or S g p p floor slabs shall be air entrained stone concrete with a O Bottom plate to joist,rim joist,band joist or ( ) b. Staples shall have a minimum crown width of Y6-inch on diameter except as noted. minimum compressive strength of Pc,=3,500 psi at 28 days. Q f 15 2-16d common 2%"x 0.162" or 2 each 16"o.c. face nail Wood structural panels,combination subfloor underlayment to framing c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater.blocking(at braced wall panel) ( )� p p pp p g dJ 0 � m 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 FR05T PROTECTION: Exterior footings and foundations O 37 Y4" and less Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. i 6 12 p p Pp systems shall extend below the frost line, i.e.,to a minimum Y t' 8d common(2 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. V 4-8d box(2%"x 0.113");or (� O 3-16d box(3%"x 0.135")� or 2 „ - 8d common(2 2"x 0.131")nail; or e. For 5-ply panels,intermediate nails shall be spaced not more than 12 inches on center each way. 38 / 1 6 12 R404.1."1 BAGKFILL: Backfill shall not be placed against 4-8d common(2 2"x 0.131");or Toe nail 8d deformed(2�"x 0.120")nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minimum of "1 days. Brace top V 1 CI 4-1Od 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 speec is less than and bottom of wall during backfill placement. O < LL _ ,� 16 To or bottom late to stud 39 12" - 14" t „ :: 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using O O W O Top p 4-3"x 0.131"nails 8d deformed(2/2 x 0.120 )nail 8502.1 WOOD FLOOR FRAMING: Load bearing dimension lumber O 0 the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer IL 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 -40 d Q 6 3-16d box(3 %"x 0.135");or Y , g rY LU lu w Z, 2-16d common(3 2"x 0.162");or For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. E=2.o x l0 6. 3-10d box(3"x 0.128") End nail IX � �j Z or 8602 WOOD WALL FRAMING: Load bearing dimension lumber shall Q� 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 stud g or better. Studs shall be a minimum �-- o. No. 3,standard or stud rade lumber. sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter ofX H -1 3-10d box(3"x 0.128");ora 4 4 1� 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 PRESSURES 'b c R-1023 GYPSUM BOARD: All interior walls to be covered with}�" o Q � � O- 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,spackled and painted;unless otherwise 3-3"x 0.131"nailsnoted on plans. b. Staples are 16 gage wire and have a minimum /6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN v--I MINIMUM WOOD MAXIMUM PANEL NAIL w 3-8d box(2 Y2"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 WIND SPEED Vutt R"103.3 510IN6: Exterior wall covering shall be vinyl siding tested V 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 0 p „ 2-8d common(2 YZ x 0.131 ), or Y Y P pp Y• PANEL (Mph) with fasteners in strlct accordance with the manufacturer's Q� 18 1 brace to each stud and plate 2-1 Od box(3"x 0.128"); or Face nail e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). PANEL SPAN SPACING _ Penetratiion THICKNESS Edges Field Wind exposure category Instructions for high-wind regions. Use stainless steel nails for � H f. For wood structural anal roof sheathing attached to able end roof framing and to intermediate supports within 48 Size RATING (inches) g p g Y fastening vinyl siding on buildings located within 3,000 feet of O 2 staples 1 3/" p g g g pP inches o y 9 9 dJ p (inches) (inches) (inches o.c.) (inches o.c.) g C D the ocean line. �m inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less t0 3-8d box(2 2"x 0.113"); or than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but 6d Common 1.5 24/0 % 16 6 12 140 115 110 RSo2.1 WOOD ROOF FRAMING: Load bearing dimension lumber 2-8d common(2 V2" x 0.131")• or less than 140 mph. (2.0"x 0.113") for rafters, trusses, roof beams and telling joists shall be 19 1"x 6" sheathing to each bearing 2-1Od box 3"x 0.128" ; or Face nail Douglas fir-larch No. 2 or better. ( ) g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed m accordance with GA 253. Fiberboard 8d Common 16 6 12 170 140 135 2 staples, V crown 16 a., 1 4" lop sheathing shall conform to ASTM C 208. �: „ 1.75 24/16 %6 8806 ROOF VENTILATION: Soffit vents shall be provided with a p g g g (2.5 x 0.131 ) 24 6 12 140 115 110 h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required minimum net free ventilating area of Xso of the area of the DATE: OCTOBER 2021 Y2"3-8d box(2 " x 0.113")•,or blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges vented space within the soffit. Attic Is unvented. 3-8d common(2 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 mm, 1 mile per hour=0.447 m/s. Rgo5.2 ASPHALT 5HINOLE5: Asphalt stri shingle wra ers shall pp Y g q g• g g P g p � �' � 9 pp 3-10d box(3"x 0.128");or be labeled to Indicate compliance wit ASTM 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, P crown 16 ga., 1 3/" 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 accordance Twith he lClass monufa tuner's nsltructlofastened chieve P : g p p pp PYPY g p 20 1"x 8" and wider sheathingto each bearing Face nail p g j ,p inches on center shall be applied with panel strength axis perpendicular to supports. that rata Use a minimum of six nails per strip shingle. Use g Wider than 1"x 8" i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule provide two toe nails on 9• P P ng one side of the rafter and toe nails from the ceilingjoist to to late in accordance with this schedule. The toe nail on 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 2 2"x 0.113" . or J p p saltwater.( )' the opposite side of the rafter shall not be required. Lateral bracing requirements shall be in accordance with Section 8602.10. saDRAWING NUMBER 3-8d common(2 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 RI0062 AIR SUPPLY: All combustion air for factory-built 3-1Od box(3"x 0.128");or span rating. Plywood siding rated 16 o.c. or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be provided from the exterior of the dwelling _ 4 staples, 1"crown, 16 ga., 1 4" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. in accordance with the UL listing. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING Plate nail-16d(0.135"x 3X2")at Load bearing or braced/shear wallJOIST DETAILS [C1 above(must stack over wal below) Load bearing or braced/shear wall above 1 Plate nail, 16d 0.135 x 3Yz'") 12"on-center 9 Plate nail, 16d(0.135"x 3/2') ( When sheathing thickness exceeds 7/8", 2x stud wall at Floor panel nail- /Blocking panel: IV'TJ®Rim Board, 1 (must stack over wall below when present) T� ALLOWABLE HOLES - TJ 1® Joists at 16"on-center at 16"on-center - Ya"TimberStrand® LSL or TJI® No load bearing Z 4 trim sheathing tongue at rim board 16"on-center 8d(0.131"x 92")at 6'on-center joist. Blocking panel: Web stiffener wall above Min.distance from Table A Min.distance from Table B 1y"hole may be cut Q 1Ya"TJ®Rim Board,1Ya" Plate nail-16d(0.135"x 3Y2") Blocking panel: anywhere in web out- required on both Web stiffeners required on 2x4 minimum Web stiffeners Do NOT side of hatched zone TimberStrand® LSL or at 16"on-center* lh"TJ®Rim Board, sides at A2W ONLY Sheathing bath sides at A3.4W ONLY squash blocks required each side ® cut or norm flange. TJ Is joist Floor panel nail- 8d(0.131"x 2Y2")at 6"on-center* boundary nails, at B3W ONLY 1Y4"TimberStrand LSL 8d(0.131"x 2/z )a 1Ya"TimberStrand® or TJI®joist Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. Y,s" Web stiffeners 6" O O 6^ Z each side at A3._W B1 B1 W AI required on both nail Toe nail-10d(0.131" sides of both joist T., L, 2 x D1 D, Closely grouped round L2 2 x L2 D2 6" 6" Toe nail, Toe nail, lY"TJI Rim Board A3/A3W When sheathing ends at B4W ONLY o laid cut minimum holes are permitted if minimum No t7efd cut Do not cut O ® ( 12„ x 3")at 6' on-center 10d(0.131"x 3") 10d(0.131 x 3") TJI rim joist only)or thickness exceeds/', Web stiffeners required Do NOT notes fn (applies to all holes the group perimeter holes In holes larger at 6"on center at 6"on-center Y) min. End of joists at hatched meets requirements for hatched + LL 1Ya"TimberStrand® LSL. trim sheathing tongue For rim board thicker than 13/" on both sides at B1 W centerline cur holes in meet.ver Zones except knockouts) q than 1ev In reinforcement. round or square holes. zones cantilever TJI®rim joist at rim board and 62W ONLY 0 Web stiffener ) " -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support j�.� W Toe nail-10d(0.131 x 3") nail.To nail from TJI joists into rim board. Table A - End Support required on both Must have 1%"minimum at 6"on-center* Install proper blocking to P Blocking panels may be required with braced/shear Blocking panels may be required Minimum distance from edge of hole to inside face of nearest end support 13 _ * 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 9 P Y q with braced/shear walls above or port O t� 8(9 (919 nail from side of arallel closure into rim board. 3 3W 64 64W Z P walls above or below-see detail B1 below-see detail Bl ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE _ rim joist per A3 detail. t * Joist TJI® * (14 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 DEPTH y 3•• 4" 5" syz" 7" 8%" 11" 13" 2" 3" 4" 5" 6Yx" 7" 8+/a' 11 13" Nail through 2x cantilever,wood backer and N O O O O Details and Installation in Weyerhaeuser Installation Guide 1Y8"TJ®Rim Board or 1Y"TimberStrand® LSL. TJIO,joist web with 2 rows 10d 0.148"x 3" 110 1'-0" 1'-6" 2'-0" T-0" 5'-0" 1'-0" 1'-6" 2'-s" 3'-s" 4'-6" F- t Weyerhaeuser installation Guide for Floor and Roof Framing,TJ-9001. Blocking 1 ( ) 210 r-o° r-s" r-s^ 3'-0" s-6" r-o' z'-o" z'-s" a'-o° s-o' d1 y for Floor and Roof Framing,TJ-9001. Nail with 10d 0.131"x 3" nails,one each at nails at 6"on-center,clinched. 9/,• 0 Q ( ) panel 230 r-6^ r-o" z'-s" 3'-s" s'-s^ r-o" r-o^ 3'-0^ a'-s" s'-o^ - top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3%")nails with 3%"TJI® 360 1'-6" 2'-0" T-0" 4'-0" 6'•0" 1'-6" 2'-6" T-6'• 5'-0•' 5'-6" O with connections equivalent to floor panel joist flange widths. 560 1'-s" z'-6•' T-6" 5'-0" 7'-0" 2'-0" T-0" 4'-0" 5'-6" 6'-0" „ 6'-0"length of TJI®joist 8"diameter maximum hole for 11%"- 1 1 schedule. 110 l'-0" 1'-0~ 1'-6" 2'-0" 2'-6" T-0" 5'-6•' 1'-0" 1'-6" 2'-0" z'-6" 4'-6" F-0" 6'-0" # 1/s"TJI Rim Board 1/a"TimberStrand® reinforcement and filler 16"deep blocking panels;6"diameter 210 r-0" r-6" 2'-0" r-0" T-0" T-6" 6'-0" l'-O" r-6" 2'-6" T-a' s-o" s-6" 6'-6" 4'-0"length of 7 block.Use 4'-0"length maximum for blocking panels 9Y2"deep LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 11%^ 230 l'-0" 1'-6" z'-0" 2'-6^ T-0" T-6" 6'-6" 1'-0" 2'-0" 2'-6" T-6" F-6" 5'-6" 7'-0" - 9 8"diameter maximum hole for 11/8 - 9 one each at top and bottom flange. with one 8d(0.131"x 2 2") 360 1'-6" 2'-0" T-0" T-s" 4'-6" 5'-0" T-o" r-s" 2'-6" T.6" 4•-6" 6'-6" s•-s^ T-6° 3/4"reinforcement on 16"deep blocking panels;6"diameter with 9Y2"and 117/"TJI® or shorter than 12"long. 560 r-6" 2'-6" T-0" 4'-0^ 5'-6" 6'-0^ 8'-0" r-s^ 3'-s° a'-s~ s-s" T-o^ T-s^ 8'-0^ 8"diameter maximum hole for 11 1 „ Do not cut flanges. Attach reinforcement to joist nail at each comer F1 applies to one side at E2,both maximum for blocking panels 9/z joists. g Pp 110 1'-0" r-0" r-0" r-0" r-6" 7-0" T-0" 5'-6" 1'-0" 1'-0" r-s" z'-0" T-6" 4'-0" F-O" 8'-0- Web stiffeners /6"-f 6"deep blocking panels;6" sides at E3 with one 8d(0.131"x 2Y") Horizontal blocking uniformly 210 1'-0" r-o" r-o° r-s~ z'-o" 2'-6" 3'-s" s'-o" r-o" r-o" r-o" r-s~ a'-o° a'-s" s'-s" 8'-6^ deep or shorter than 12"long. ® nail at each corner Load from above required on both diameter maximum for blocking 1Y"TJ Rim Board 1Y4" Do not cut flanges. panels between each loaded joists 1a" 23o 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" 2'-6" 4'-0" T-0" 1'-0" 1'-0" 2'-0" 3'-0" 4'-0" F-0" T-0" 9'-0" ^ sides at E1 W ONLY panels 9Y2"deep or shorter than TimberStrand®LSL.Nail with joist.Nail to top plate with only. 360 r-0" r-o" 1'-6" 2'-6" T-6" 4'-0" 5'-6" 8'-o" 1'-0" 1'-6" 2'-6" 4'-0" 6'-0" 6'-6" 8'-0" 9'-6" v, 12"long. 10d(0.131"x 3")nails,one 12"length of Y4" connections equivalent to Wood ik �d` 560 r-o" r-0" T-o" T-0" 4-6" 5'-0" 6'-6" 9'-0~ r-6" 3'-0" 4'-0" s-0" T-0" T-6° 9'-0" 10'-0" Y16 -, Do not cut flanges. IY"TJ®Rim Board or 1Y4" each at top and bottom flange, reinforcement on floor panel schedule. backer �ay`t<`�e� o��yl 210 1'4- 1"-0^ r-0" 1'-0^ r-0" •r-6" z'-6" T-6" s'-0" r-0" r-o^ r-0^ r-o" T-0" T-6" 6'-6" F-0" 11'-0"' O TimberStrand® LSL. Nail with one side at E5, 12"length of 3/" i��`e e� Ga�ti\oads L16 iso r-o" r-o° r o" r-o° 2=6" z-s° a-6" s's° s=o° 1=0" r-0" r-6" 3'-0- I 5=0° 5=6" s'-o" 10=0" 1r-6" A0d(0.131"x 3")nails,one Attach reinforcement to both sides at E6 reinforcementle on ones e X12 ev �t�` / each at t0 and bottom flange. Full depth verticalid �� ` 'CEO 560 1'-0" 1'-0" 1'-0" 1'-0•' 2'-6" T-0" 5'-0" T-6" 10'-0" 1'-0" 2'-0" 3'-0" 4'-6" 6'-6" T-0" t0'-0" 11'-0" 1z'-0" . p g joist web with 3 rows Pa '<'t` � blocking between at ET both sides at E8 F1 O �a�g lod(0.148"X 3")Waits at 6' g 4" 5" 6" 7" 8" 10" 12" 15" 17" 4' 5" 6" T• 8" 10^ 12" 15" 17"each joist 16„ 360 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 5'-6" 10'-0" 1'-0" 1'-6" 3'-0' 4'-6" 6'-0" 10'-0" 11'-0" 13'-6" 2q4 minimum to joist0 flange 2w"hnails at 6" 2 0� N T w with 9/znanddi %6e 2 Less than 5" E7 E$ Less than 5" - 5so r-o" 1'-0" 1-0" r-o^ 2'-0" a'-s" T-o" 1r-o~ z'-a' 3'-s" 5'-0° 6'-6" e'-o° 1r-o° 1z'-o° 14'-s" squash blocks ( y ) a J®j0 5 S 20 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" T-0" 4'-0" T-0-110--61 1'-0" 1'-0" 1'-6" 11'-6" 14'-0" IF-6- J/ TJ®Rim Board or 2 �� on-center.When reinforcing E5 E6 Gar)*: WEB STIFFENER ATTACHMENT 560- r-o" r-o° r,o" r-o" r-o" r-o°. 4'-s~ 9'-0" 1r-s° r-o° r-s" 3'-s° s-o" 7'-0" 1o'-s" 13'-0' 1a'-s" 1s'-o" CS Use 2x4 minimum squash blocks to Face grain a+ Y8 minimum 1Yai TimberStrand LSL. both sides,stagger nails. 2/4 maximum Table B Intermediate or Cantilever Support transfer load around TJI®joist E1 E1 W Nail with 1od(0.131"x 3") E2 E3 horizontal gg E4 Not for use with 3%z"TJI®joist flange widths 1" � 3 Minimum distance from edge of hole to inside face opearest intermediate or cantilever su ort nails,one each at top and (1%"for TJI® Nailing: bottom flange. Option#1: 560,560D) See sizes below. JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subf/oor TJ 10 joist blocking with end Web stiffener both sides. DEPTH z" 3- 4" 5" sY" 7' 8%" 11" 13'• 2" 3" 4" 5" 6Y" 7^ 8%" 11" 13" adhesive to all blocks installed at Y joist-span See sizes below. *With point load from above,and no support 110 2'-0" 2'-6" T-6" 4'-6" T-6" r-s" 2'-6" T.6" 5'-6" 6'.6- Flush bearing plate required. Structural exterior sheathing locations using Hanger height must ® contact surfaces below,install web stiffener tight to top flange g�•• 210 2'-0" 2'-6" 3'-6" 5'-0^ 8'-0" z'-o" 3'-0" a'-o" 6'-6" 7•-6" g g Double TJI Joist Filler Block: Hanger Backer Block: Install tight Maximum Ya"overhang Flashing two 8d(0.113"x 2%") Ti ht fit* z3o z'-s" 3'-0" a'-o" 5'-s" 8'-6" 2'-0" T-6" 4'-6" 6'-6" 7'-6" be a minimum of 60% Attach per the table.Clinch to to flan a ti ht to bottom ermitted at beam. g g (gap at bottom flange) p p g ( g p nails or 360 3'-0" 4'-0" 5'-6" 6'-6" 9'-0" 3'-0" 4'-6" 5'-6" 7'-6" 8'-0" of joist depth nails when possible. flange with face mount hangers). spa 2 "screws, Depth Minimum Web Nailing Requirements 560 T-6" s-o" s'-0" T-6" 10'-0" 4'-0" 5'-6" 6'-6" 8'-0" 9'-0" Clinch nails when possible. Treated 2x_ oast Y TJI®Joist Series P Number Nails 110 r-o° r-o° r-s" z'-s" a'-o^ a'-s^ e'-s" P •' ledger 11 1 �a�' typical (in.) Stiffener Size Type End Intermediate 210 r-0" r-o" 2'-0" T-0" 4'-6" 6-0^ 9'-0" f-o" r-o" T-0" 4'-6" 8'-0" 8'-0" 10'-0" 0 iy�• See fastener 1 ® 110 All 5�"x 25 6"i,l 11%" 230 l'-0" 2'-0" 2'-6" T.6" 5'-0" 5'-6" 10'-0" l'-0" 2'-6" T-6" 5'-0" 8'-6" 9'-0" 10'-6" 1/8"TJ Rim Board or 1%" 360 z'-0" 3'-0" 4'-0" T-6" 7'-0•' T-6" 11'-0" T-0" T-6" 5'-0" T-0" 9'-6" 9'-6" 11'-0" table below.Maintain ® 210 All 34"x 2Y16"i" sd 560 1'-6" T-0" 4'-6" 5'-6" 8'-0" 8'-6" 12'-0" T-0" 4'-6" 6'-0" 8'-0" 10'-6" 11•-0" 12'-0" Top mount 2"distance(minimum)from TimberStrand LSL. Option#2: 230&360 All 7/"x 25/6""' (0.113"x 2%") 3 3 110 r-0" r-0" r-0" 1'-0" 2'•0" r-6" 4'-6" F-6° r-o° r-0" r-o° z'-s° s-o" 6'-0" s' hanger edge of ledger to fastener. , 2X_strapping installed at/ 16d 210 V-V 1'-0" 1'-0" 1'-0' 2'-6•' T-0" 5'-6" 9'-6" 1'-0" 1'-0" T-0" T-6" 6'-0" T-0" 10'-0" 13'-0" Backer block joist-span locations using two 2 560 All 2x4'2' 1 14" 230 r-0" r-0" r'-o" 2'-0" T-6" 4'-0" s'-o" 10'-6" r-0" r-0" 2'-6" 4'-0" s'-6" T-6" 1 P-0" 13'-6" Face mountDAllowable Load(lbs) t „ (0.135"X 3/") 360 1'-0" 1'-0" 2'-0" T-6" 5'-6" 6'-0" 8'-6" 12'-6" 1'-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" both sides of web / screws per joist,typical 18" 4 4 560 1'-0" 1'-0" 1'-6" 3'-6" 5'-6" F-6" 9'-6" 13'-6" 1'•0" 3'-0" 5'-0" T-0" 10'-0" 11'-0" 13'-6" 15'-0" ' hanger ®. Fastener r1y4LTImberStrand@ 1Ya"TJ®Rim Boardwith single TJI joistSL rim boardOption#3: 560D 20 2x4'2' 16d5 5 z10 1'-0° r-o" o° " " r-o" 3'-s" s'-o° 10'-0" r-o° r-o° 1'-0^ r-6° a'-s° 5'-s° 10'-0" 1z'-6° 1s'-oWeb stiffeners required if sides of Yzlag bolt610 4110 Direct) a lied ceiling 22"I" (0.135"x 3Y2") 6 1l 230 r-0" r-0" 1•-0" 1'-0" r-6" z'-0" 4'-0" s'-s" 1r-o^ r-o" 1'-0" r-0" r-s" 5'-0" 6'-0" 10'-6" 13'-6" 16'-6'" With top mount hangers,backer block required only Y PP 9 1s^ H1 hanger do not laterally support at HZ H3 hi 360 r-o" r-o" r-o" 1'-0" 3'-0" a'-o" s'-s^ 10'-0^ 13'-6" r-o" r-o" r-o° a•-o° T-s° 8'-6" 13'-0° 14'-6" 1T-0^ O least%"of TJI®joist to flange O for downward loads exceeding 250 lbs or for uplift O • C0rrosion-resistant fasteners required for wet-service applications. P61 When specified on the layout, one of W (1)PS1 or PS2 sheathing,face rain vertical 6 13 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" T-6" T-0" 11'-0" 15'-0" 1'-0" 17-0~ 3'-6^ s'-s" 9'-0" 10'•0~ 14'-6^ 16'-0' 18'-0~ j P g conditions.For nailing requirements see page 5,TJ p O 9 the bracing options above is required 2 Construction rade or better 4" 5•' 6•' 7" 8" 10" 12" 15•' 17" 4" 5'• 6" 7" 8., 10" 12" 15•' 17•' �" \ 9001, Weyerhaeuser installation Guide for Floor and ( ) g .L_ v Roof Framing,TJ-9001. 3 Web stiffeners are always required for 22"and 24"TJI®560D Joists 18,. 360 r-o" 1.4. r-0" •r-6^ T-0" s'-o" 9'-0" 1s-o^ r-o^ r-s^ a'-o' s'-6" 9'-0^ 14'-s" 16'. 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 6'-0" 10'-0" 16'-6" 1'-0" 3'-6" 6'-0•' 8'-6" 11'.6-116 FASTENING of FLOOR PANELS 20" 360 1-0" r-o" r-0" r-0" v-0" 3'-0° s'-o" 1r-o" 15'-6" r-0" r-o" BEAM DETAILS Guidelines for Closest On Center Spacing per Row FILLER and BACKER BLOCK SIZES 560 1'-0" 1'-0" 1'-0" m TJI0(1)(2) Rim Board 1Yz" TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement of longest side. ILI k) Nail Size 110,210, 360 and 1 „ ® •• TimberStrand®LSL Microllame Parallam® 1 1 „ , „ e n t(1 Z IV BEARING FOR DOOR BEAM TO BEAM BEARING AT / TJ Ri 1Y4 Depth 9/z"or 9/ or 14"or g/s or 14"or 18"or 14' or 18"or • Leave Y8'of web(minimum)at top and bottom of hole. DO NOT cut joist flanges. I v W 1 BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL and 230 560 Board TimberStrand®LSL or wider LVL PSL 11�/•. 14" 11>/.. 16" 11r/" 161' 20" 11/e„ 16" 20" Z Z lF W z • Tables are based on uniform load tables in current design literature. } Q d� Z_ Q/ 8d(0.113"x 2�"),8d(0.131"x 2Yz") 4" 3" 6" 4" 3" 3' 3" Filler Block(1) 2x6+3/" 2x8+3/" 2x6+)Y 2x8+y' 2x12+)z" Two Two Two --I� � _..l W 1%"TJ®Rim Board Or Strap per Code if to late 2x6 2x8 • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole maybe located _ P P P P (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 \ - d) Z W 10d(0.148"x 3"),12d(0.148"x 3Ya'") 3 , 6" 4" 4" 4" 4" at the center of the joist span provided that no other holes occur In the joist. Q J- Q Z 1Ya"TimberStrand® LSL or is not continuous over 16d(0.162"x 3Yi') 6" 6" 8" 6" Cantilever 2x6 2x10 2x6+3/" 2x10+%" 2x6+y" 2x10+Y2" Not I O blocking for lateralsu ort header g g g g pp pp ALLOWABLE HOLES - Headers and Beams Z W °z t- z 9 PP Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing Nota applicable (1)Stagger nails when using 4"on-center spacing and maintain 1 %"joist and panel edge distance.One row of fasteners is permitted(tura at abutting (Detail E4) long long 4'-0"long 6'.0"1 4'-0"long 6'-0"long a licable CLW ® W 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(11 1.55E TimberStrand(D LSL Headers and Beams Strap per Code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI a joists. Detail F1 8 " 8 ^ 3/4" ' •' " ll j "I 2 For non-diaphragm a lications,multiple rows of fasteners are permitted if the rows are offset at least 1/"and staggered. ( /e or/a or/ / or 1 Net 2x6 2x8 12x12 tK I � < plate is not continuous ( ) pp P P gg or H2) � - m � '� (3)With 10d(0.148"x 1%")nails,spacing can be reduced to 3^on-center for light gauge steel straps. 2 x diameter of the over column 1 Ifnecessary,increase filler and backer block height for face mount hangers and maintain!18"gap at to ofjoist;see detail W Filler and backer r Top mount 4 Can be reduced to 4"on-center if nail penetration into the narrow ed a is no more than 1 Y8"(to avoids littin ock dimensions should accomodate required nailing without splitting 12 minimum for backer b/cks and 24"minimum for filler blocks). largest hole(minimum) N r(� Q f K .f hanger : O P 9 splitting). �� 9 P 9( ) 1 iF- v/ Q`l 9 (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 3/8"(to avoid splitting). /depth Q Column 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 Face mount g g P g 9 q g Z hanger wood from direct recommendations listed above. contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing,TJ-9001. o 0 literature for framingconnectors ■Nailing rows must be offset at least Y2"and staggered. ° ■14 ga.staples may be substituted for 8d(0.113"x 2Yz")nails if minimum penetration of 1"into the TJI®joist or rim board is achieved. 0 0 0 0 0 1He E TimberStrand®LSL ■Maximum nails spacing for TJI®joists is 18"on-center. Joists must be laterally supported at Header or Beam Maximum Round P g 1 cantilever and end bearings by blocking Depth Hole Size Multiple-Member Connections for Top-Loaded Beams panels,hangers,or direct attachment to 9y4"-9y2" " Fastener Installation Requirements TJ/®joist framing does not a rim board or rim joist. 8 8" 11Ya"-11%" 3/" 14"-16" 4�/" Fastener require bridging or mid-span El General Notes See illustration for allowed hole zone G•.**r•!*... Piece #of `t°"• 'blocking . Allowed hole zone suitable for headers and beams with Width Plies Type"' Min.Length #Rows O.C.Spacing Location When fasteners are required on both g uniform and/or concentrated loads anywhere along the member. .^"` f, "•"•*•*. (2) sides,stagger fasteners on the second • Round holes only ,�r1,�•<,y', !'+".`• �,U.�' 10d nails 3" 3 y BEARING AT 1 2 12" side so they fall halfway between . No holes in headers or beams in plank orientation. COLUMN •., �r A 2 12d-16d nails 3/' 2 One side fasteners on the first side. :1'•�:�::4 � ° t�-(`t� Screws 33/"or 3Y2' 2 24" 10d nails 3" 3'2) DO NOT bevel cut joist HZ 1<�,� f q!�1,• .R^~t Other Trus Joist® Headers and Beams 12 Both sides AlO joint r tF t; r t beyond inside face of wall. Microllamo LVL 12d-16d nails 3 y" 2j2' E2 between y joists s .j ✓� •.' ,R t��f ��1 3 1 DO NOT overhang seat cuts 1.3E TimberStrand® and Parallam®PSL ,��'• "• �? s 3 3 1 Both sides O on beams beyond 'r """ "`"•ts'•"•• `'��• 1/4" 3/"or 3/2' � Y LSL hole zone hole zone 2 x diameter of the %depth '�"�� .n�:•,,�< Screws 2 24" Load must be applied evenly across 3' face ofsupport member, largest hole(minimum) 5" One side entire beam width.Otherwise,use Verifycolumn capacity (" (2, connections for side-loaded beams. of NOT cur,notch or beam) P Y 10d nails 3" 3 One side holes In headers or beams � I r( CO OCT � 0 2021 and beam bearing ii 1 z, (per ply) except as indicated in L5 length.See current 4 12d-16d nails 3/4' 2 d o o ° illustrations and tables. ry '� 12" DEL ti ERE O Weyerhaeuser literature. 5"or 6" " Both sides Y Screws 2 24 Multiple pieces can be nailed or bolted together to CS ° 0 0 6 3/4' One side L6 form a header or beam of the required size,up to a TJI®rim joist 5"or 6" Both sides maximum width of 7" Microllamo LVL and Other Trus Joist®Beams 1 s"TJI Rim Board or 1 a" Parallam®PSL Header or Beam Maximum Round Screws 2 24" O L3 TimberStrand® LSL. allowed hole zone Depth Hae Size Q 3Yz" 2 6 3/a" One side A2 middle Y3 span 4%" V Y2"bolts 8" 2 24" - (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPT"", 0 5'/z" Iola" d • COLUMN DETAILS B1 d 1.3E TimberStrand®LSL allowed hole zone d (2)An additional row of nails is required with depths of 14"or greater. L1 7y"-20" 2" Q� r H1 See illustration for Allowed Hole Zone IL O 0 (\ � (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 11 N 1 1 0 B2 Allowed hole zone suitable for headers and beams with uniform loads only. Q Z BEAM ON COLUMN CAP NAILING AT BEARING (FLOOR) L5 Round holes only Q O TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist 83 No holes in cantilevers. • No holes in headers or beams in plank orientation. 1Y"TJ®Rim Board or (Load bearing wall above) 1Y4"TimberStrand® LSL. One 10d(0.128"x 3") Joist may be shifted up to 3"if P Use B1 or B2 at floor panel edge is supported O B4 intermediate bearings WARNING 1 " nail into each flange Z One 8d(0.113"x 2/ ) g and span rating is not exceeded. nail each side.Drive with load bearingor Y nails at an angle at Do not cut joist flanges. Joists are unstable until braced lateral) � O� 1L 1 g Plumbing Drop braced/shear walll Bracing Includes: 1(L�j least 1/2"from end. End of joists from above • Hangers • Rim Boa d • O Y t� �"- O P1 • Blocking • sheathin , Strut Lines 3Y2"minimum at centerline 2 g Rim Joist COLUMN BASE 3 :: intermediate bearing Also see detail B2 of support l W V QV X X O 1/ minimum end bearing 9 */' �_ V single-family applications 51/4"may be required s� � Q! V Z for maximum H1 O �� Shear transfer:Connections equivalent capacity o to floor panel nailing schedule Q Rim to TJi®Joist O o DO NOT walk on joists DO NOT walk on joists DO NOT stack building F. OL 1Ye"TJ®Rim Board, TJI&560 rim joist:Toe o until braced. that are lying flat. materials on unsheathed ,•a,;•',� 1 Additional joist is required if INJURY MAY RESULT. 0 1%"TimberStrand® LSL or nail with 10d(0.128"x 3") o joists.Stack only over (� floor panel edge is unsupported L4 11 W TJI0110 rim joist: nails,one each side of or ifs an rating is exceeded. O '• a. WARNING NOTES: beams or walls. P 9 o Exterior Deck -V IL P2 One 10d(0.131"x 3")nail TJI®joist flange TJI8560 : :' '. '•.. ; .. O LA DONOTusesawn Lack of proper bracing during construction can result in serious -i W io Attachment into each flange floor joist •..: A. , /umber for rim O W Structural accidents.Observe the following guidelines: TJI®210,230,and 360 rim ° O board or blocking, ®. . 1L INSTALLATION TIPS .:• . • •:•• sheathing 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI lolsts must be completely installed and properly nailed. il.. as it may shrink ELEVATED joist: O Y 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 One 16d(0.135"x 3Yz')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 ofjoists at the end of the bay. 13/4"minimum bearing into each flange may not be required. O Use on/y 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each ~ tf1 Top View 0 O Locate rim board joint between joists. Safety bracing(1x4 engineered/umber, joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a -I •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. ®' O H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. of a TJI joist(with web stiffeners)is not a substitute concrete 1Y"knockouts at extended to a braced end wall. 6.The flanges must remain straight within 112"from true alignment. ;,:.»,• 1Y"TJe Rim Board or 1Y4" for squash blocks or blocking panels. approximately Fasten at each joist with ® 12"on-center two 8d 0. 1 Warning: Drilling, g, g g p g p 9 DATE: OCTOBER 2021 TimberStrand LSL. ( 113"x 2/")nails minimum g: g,sawin sanding or machining wood products generates wood dust.The paint and/or coating on this •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit wy.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-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. 17 1Yz"minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER YThis sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJIJoistInstaiiation Guide, TJ-9006, which should be referenced for additional information. A - 10