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45951-Z
O�g�FFU � Town of Southold 2/14/2023 P.O.Box 1179 o _ +� 53095 Main Rd y,��laQr Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43850 Date: 2/14/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 3010 Stanley Rd.,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-8-76 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. 45951 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,covered front porch,rear deck entry and attached garage as applied for. The certificate is issued to Brooklyn Timber LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0115 8/16/2022 ELECTRICAL CERTIFICATE NO. 45951 11/14/2022 PLUMBERS CERTIFICATION DATED 11/30/2022 t7 ChafN Sanders "-0 A rize ignature �o�gQFFQI�� TOWN OF SOUTHOLD Gym BUILDING DEPARTMENT x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45951 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#22) At premises located at: 3010 Stanley Rd., Mattituck SCTM # 473889 Sec/Block/Lot# 106.-8-76 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 Building Inspector pF SOUTy�I 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 Q�ycOiJNTV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Brooklyn Timber LLC Address: 3010 Stanley Rd city:Mattituck st: NY zip: 11952 Building Permit#: 45951 section: 106 Block: 8 Lot: 76 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: 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 68 Ceiling Fixtures 13 Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt 3 Wall Fixtures 14 Smoke Detectors 5 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 53 Heat Detectors 1 Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan. Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt G2S Emergency Fixtures Time Clocks Disconnect Switches 51 4'LED Exit Fixtures Pump Other Equipment: Oven, DW, Hood, Micro, Fridge, Mini Fridge, W/D Notes: New Two Story ` Inspector Signature: Date: November 14, 2022 S. Devlin-Cert Electrical Compliance Form ciZ Town Hall Annex Telephone(63 1)765-1802 54375 Main Road Fax(631)765-9502 P,O.Box 1179 Southold,NY 11971-0959 " f BUILDING DEPARTMENT TOWN OF SOUTHOLD l CEAT IE_ICAT.LON i Date: .-A 1.130 Building.Permit No. LA Owner: �— (Please print) Plumber:Gbaiks: ............ (Please print) I certify that the solder used in the water supply system contains Jess than 2/10 of 1% lead. (Plumbers Sipnature) Sworn to before me this day of dOVgty) ✓.200d, 4- Notary Public, O ' Opp `, f ''''e.,aFypIRES WFEBq 4u �ue�u`` ED 0 2 202 -,�,�®ULDIIGA E `� "F �o�aOF SO//lyo6 1 # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION = [` ] OUNDATION 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 R`EMrKS: _ DATE INSPECTOR �oy�00E 50U1,y0 # TOWN OF SOUTHOLD BUILDING DEPT. Nyco, ` 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY4 f ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: VA- DATE INSPECTOR # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECP ON Y0FUNDATION 1ST [ ROUGH PL13G. UNDATION 2ND, [ ] INSULATION/CAULKINGAMING/STRAPP [ ] FINAL [ ] FIREPLACE`& CHIMNEY [ ] FIRE SAFETY INSPECTION [ . ] FIRE RESISTANT CONSTRUCTION [ -] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: t� (k, , • �� I v aftA DATE -VLv?/ INSPECTOR o��OE SOUIy� �() r-p-) # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 -: 1-NSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION-2ND :. [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ °] FIRE SAFETYINSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION LECTRICAL.(ROUGH) ELECTRICAL (FINAL) [� ] CODE VIOLATION [ ] PRE C/O REMARKS: No 'Z Op Alz � DATE �'� INSPECTOR laf so # # TOWN OF SOUTHOLD. BUILDIN DEPT. `yCOUNn��' 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 [A ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]' PRE C/O REMARKS: DATE INSPECTOR OF SOUlyolo * # TOWN OF SOUTHOLD,BUILDING DEPT. `ycoutmN�' 765-1802 INSPECTION [ ] FOUNDATION 1ST ROUGH PL13G. �)'ll 451"-- [ ] FOUNDATION 2ND INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: gra DATE '� Lz INSPECTOR k,144LL rq4f so 5-1 # # TOWN OF SOUTHOLD- BUILDING DEPT. co 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ -]` FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 2Z INSPECTOR �'' OF S001y0� - - --- * TOWN OF SOUTHOLD BUILDING DEPT. `^gum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL NJ> [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIONT �tl PRE C/O [ ] RENTAL 6 REMARKS: � � liaLdid �MwrS_ cwt wrn f DATE ?O INSPECTORAA PA 4 2- REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Project Title: New Home 1000-106-8-76 Projected Rating: Based on Plans - Field Confirmation Required. Report Date 2021-02-22 Data Filename 2021_020 3010 Stanley Rd.P.CC.blg Energy Code 2018 IECC as amended in the 2020 New York State Energy Conservation Construction Code Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Propane Glazing Area Percentage 13% Heating Degree Days 5294 HERSlndex 55 Construction Site Owner/Agent Designer/Contractor HERS Rater 3010 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 3010 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) 5307 Your Home UA 464 Better Than Code (Perf) 7.4% 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-06X.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. r , REM/Rate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance certificate Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter . R-Value R-Value U-Factor UA 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, 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 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 T . REM/Rate - 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 ��D a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. Jew', 14mav-o 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 c Energy P Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3010 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_020 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-76 Oasis at Mattituck, Corp. 2021_020 3010 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 Engineerings field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. Ceilings [ ] 1. Sealed Attic: R-39 SPF SA(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: I . 11 III Face / inset Comments/Location REM/Rate Resid'enti'al 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. Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3010 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_020 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-76 Oasis at Mattituck, Corp. 2021_020 3010 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., West), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-1� Orientation: West Comments/Location [ ] 2. Window: U:0.32, SHGC:0.35 (45 s.f., West), U-Value:-0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-2 Orientation: West Comments/Location [ ] 3. Window: U:0.32, SHGC:0.35 (6 s.f., South), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-3 Orientation: South Comments/Location [ ] 4. 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-4 Orientation: East Comments/Location 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 8 ' Energy P Code Inspection Checklist:. Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3010 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_020 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-76 Oasis at Mattituck, Corp. 2021_020 3010 Stanley Rd.P.CC.blg Date:2/22/2021 Windows and Skylights - [ ] 5. Window: U:0.30, SHGC:0.30 (41 s.f., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-5 Orientation: East Comments/Location [ ] 6. Window: Door U:0.30, 5:0.32 (41 s.f., East), U-Value: 0.300, SHGC: 0.320 For windows without labeled U-factors, describe features: Name: D-6 Orientation: East Comments/Location [ ] 7. Window: U:0.32, SHGC:0.35 (9 s.f., East), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-7 Orientation: East Comments/Location [ ] 8. 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-8 Orientation: West Comments/Location [ ] 9. 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-9 Orientation: West Comments/Location [ ] 10. Window: U:0.26, SHGC:0.30 (23 s.f., West), U-Value: 0.260, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-10 Orientation: West Comments/Location REM/Rate:Residential Energy'Analysis andAating-Software x16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 3 of 8 EnergyCodeP Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3010 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_020 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-76 Oasis at Mattituck, Corp. 2021_020 3010 Stanley Rd.P.CC.blg Date: 2/22/2021 Windows and Skylights [ ] 11. Window: U:0.32, SHGC:0.35 (6 s.f., West), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-11 Orientation: West Comments/Location [ ] 12. Window: U:0.32, SHGC:0.35 (6 s.f., South), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-12 Orientation: South Comments/Location [ ] 13. Window:.U:0.26, SHGC:0.30 (16 s.f., East), U-Value: 0.260, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-13 Orientation: East Comments/Location [ ] 14. 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-14 Orientation: East Comments/Location [ ] 15. Window: U:0.26, SHGC:0.30 (16 s.f.,.East), U-Value: 0.260, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-15 Orientation: East Comments/Location [ ] 16. Window: U:0.28, SHGC:0.25 (6 s.f., South), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W-16 Orientation: South Comments/Location REWRate-,Residential Energy Analysis and Rating Software v46.0.4- This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder; Colorado. Page 4 of 8 L ' E nergy CodeP Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3010 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_020 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-76 Oasis at Mattituck, Corp. 2021_020 3010 Stanley Rd.P.CC.blg Date:2/22/2021 Windows and Skylights [ ] 17. Window: U:0.28, SHGC:0.25 (6 s.f., East), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W-16 Orientation: East Comments/Location [ ] 18. Window: U:0.28, SHGC:0.25 (6 s.f., East), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name:W-16 Orientation: East 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-°Residential-Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado: Page 5 of 8 Energy Code Inspection Checklist ' Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3010 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_020 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-76 Oasis at Mattituck, Corp. 2021_020 3010 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 [ ] 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 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,.v1.6.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 6 of 8 ' EnergyCodeP Inspection checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3010 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_020 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-76 Oasis at Mattituck, Corp. 2021_020 3010 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. 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 3010 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_020 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-76 Oasis at Mattituck, Corp. 2021_020 3010 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 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.x16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 8 of 8 _ A J. Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3010 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_020 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-76 Oasis at Mattituck, Corp. 2021_020 3010 Stanley Rd.P.CC.blg �Pr_op_er"ty/Builder Information. � �,�� " . � _ _� Building Name New Home 1000-106-8-76 Owners Name Oasis at Mattituck, Corp. Property Address 3010 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 22 Identifier/Other 420-22 ?Ar�anization Information . Organization Name DAmaro Engineering Address 20 Mariposa Lane City, St, Zip Manorville, NY 11949 Phone Number 631-878-7808 Website www.damaroengineering.com 'Ratiri g/RESNET Information " _ �r___, Provider ID 1998-072 Sample Set ID 00000000 Registry ID Registry Date Registered Raters Name Jerry DAmaro Raters ID 2614397 Raters Email jdamaroCoptonline.net Last Field Insp 2021-02-22 Rating Type Projected Rating Reason for Rating New Home Rating Number 2021_020 Rating Permit Date 03/01/2021 REM/Rate Residential-Energy Arialysis and-Rating Software x16:0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. r + BuildingSummary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3010 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_020 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-76 Oasis at Mattituck, Corp. 2021_020 3010 Stanley Rd.P.CC.blg E; _.._- ._ .�G a al, uildi n r _ n _ g�v:_...�d._... 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 era..e.--..�.....^�•w..-�.....,nw...v-.....w.r..=+-n.»��..n..._.�.e....� Qom+' _t� nWall- _ F ;A - .ouda n 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 Foundation.Wall Library List:. Foundation Wall: R-11 Paramount Type Solid concrete or stone Thickness(in) 8.0 Studs None Interior Insulation Continuous R-Value 11.0 Frame Cavity R-Value 0.0 Cavity Insulation Grade 1 Ins top 0.00 ft from top of wall Ins Bottom 0.00 ft from bottom of wall Exterior Insulation R-Value 0.0 REM/Rate Residential Energy Analysis and;Rating Software.v>16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 2 of 14 i e building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3010 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro' Rating No:2021_020 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-76 Oasis at Mattituck, Corp. 2021_020 3010 Stanley Rd.P.CC.blg i r i'st i 'da ior�W ail"L b a L Foun t Ins top 0.00 ft from top of wall Ins bottom 0.00 ft below grade Note JD, Blanket Wall ISlab'Floor Information: Name Library Entry Area(sq ft) DepthBelowFull Exposed On-Grade Grade(ft) Perimeter(ft) Perimeter(ft) Perimeter(ft) main R-0 Paramount 1698 7.00 169 169 0 Slab;Floor, Libra 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 Name Library Entry Location Area(sq ft) Uo Value 2nd FL over gar R30,FG1,X-16 Btwn cond ft garage 18 0.035 [Frame'Ftoor 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 an'd,Ratirig 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 14 T T h Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering . Projected.Rating 3010 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_020 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-76 Oasis at Mattituck, Corp. 2021_020 3010 Stanley Rd.P.CC.blg 777777 7-7 Fr" Flo' r L' r Li _ ame: o �b a" st ry. Floor Covering HARDWOOD Note JTD --- �- n o Rima d'B ndJoist In*rmation a F:. .»..:,..<.r...:e,.e....,..:..�-..:.,.a..-....,..-.v.,,.s»..-...ra..�..�...�'....i.1 ,d ..,...a-..� - �.�...�.a...-..•.-.........-t:.-�......-."...-..u+?.w..- .®......'. ..e......._.�.. ,r?,:.a ' �r.-...-.�.....0 Name Location Area(so 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 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 Ab"ove=Grade'Wall LibrarY_List:' ��:• . 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 r i , BuildingSummary Y Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3010 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_020 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-76 Oasis at Mattituck, Corp. 2021_020 3010 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 WindovvTlnformation° ;,, - Overhang Interior V 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-1 AGWall1 West 0.320 0.350 45.00 6.0 1.0 6.0 0.85 0.70 None None W-2 AGWa1l1 West 0.320 0.350 45.00 1.0 1.5 6.5 0.85 0.70 None None W-3 AGWall1 South 0.320 0.350 6.00 1.0 1.5 4.5 0.85 0.70 None None W-4 AGWall1 East 0.320 0.350 32.70 1.0 1.5 6.5 0.85 0.70 None None W-5AGWall1 East 0.300 0.300 41.00 1.0 2.0 8.5 0.85 0.70 None None D-6 AGWall1 East 0.300 0.320 41.00 1.0 2.0 8.5 0.85 0.70 None None W-7 AGWall1 East 0.320 0.350 9.00 1.0 1.5 4.5 0.85 0.70 None None 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 5 of 14 T 1 Building Summary ` Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating . 3010 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_020 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-76 Oasis at Mattituck, Corp. 2021_020 3010 Stanley Rd.P.CC.blg Window-.Information:^��_ _ Overhang Interior Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sgft) (ft) (ft) (ft) Shading Shading Shading Shading W-8 AGWall1 West 0.320 0.350 32.70 1.0 5.0 10.0 0.85 0.70 None None W-9 AGWall1 West 0.320 0.350 32.70 1.0 5.0 10.0 0.85 0.70 None None W-10 AGWall1 West 0.260 0.300 23.30 1.0 2.0 6.0 0.85 0.70 None None W-11 AGWall1 West 0.320 0.350 6.00 1.0 1.0 4.0 0.85 0.70 None None W-12 AGWall1 South 0.320 0.350 6.00 1.0 3.0 6.0 0.85 0.70 None None W-13 AGWall1 East 0.260 0.300 16.00 1.0 1.0 5.0 0.85 0.70 None None W-14 AGWall1 East 0.320 0.350 32.70 1.0 5.0 10.0 0.85 0.70 None None W-15 AGWall1 East 0.260 0.300 16.00 1.0 6.0 10.0 0.85 0.70 None None W-16 FndWall1 South 0.280 0.250 6.00 0.0 0.0 0.0 0.85 0.70 Most Most W-16 FndWall1 East 0.280 0.250 6.00 0.0 0.0 0.0 0.85 0.70 Most Most W-16 FndWall1 East 0.280 0.250 6.00 0.0 0.0 0.0 0.85 0.70 Most Most _Door Information- Name nformation 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 AGWaII 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 AGWaU 1 18.0 0.147 5.9 No Attic Access Attic Access AGWaU 4 11.5 0.168 5.0 No 'Roof Information. Name Library Ceiling Roof Exterior Radiant Type Uo Value Cement or Roof Tile Entry Area(sq ft) Area(sq ft) Color Barrier Clay Tiles Ventilation main R-39 SPF SA 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 Roof,Libraryi' Ceiling: R-39 SPF SA 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 14 ., Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3010 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_020 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-76 Oasis at Mattituck, Corp. 2021_020 3010 Stanley Rd.P.CC.blg rRoof Library List 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 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 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3010 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_020 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-76 Oasis at Mattituck, Corp. 2021_020 3010 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 EL196UH070XE36B Number Of Units 1 Location Sealed Attic Performance Adjustment 100 Percent Load Served 100 f DHW' Prop; ST; ftil,'70%, , �. - Water Heater Type - W.._.v._ 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,151SEER,34�.8K, 9 REM/,Rate-Residential Energy Analysis and,Rating.Software v1.6.0.4 This information does not constitute any warranty of energy costs or savings. O 1985-2020 NORESCO, Boulder, Colorado. Page 8 of 14 r . Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3010 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_020 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-76 Oasis at Mattituck, Corp. 2021_020 3010 Stanley Rd.P.CC.blg I M@Chanical Equipment ' - �- System Type Air conditioner Fuel Type Electric Rated Output Capacity(kBtuh) 34.8 Seasonal Equipment Efficiency 15.1 SEER Sensible Heat Fraction (SHF) 0.70 Note AHRI 203374690 Number Of Units 1 Location Sealed Attic Performance Adjustment 100 Percent Load Served 100 All bath faucets Ft showers<=2gpm false All DHW pipes fully insulated >= R-3 false Recirculation type None (standard system) Farthest fixture to DHW heater 40 TOTAL Pipelength for longest DHW run 70 DWHR unit present? false DHW Diagnostics dhwGpd 54.53 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 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 9 of 14 . a Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating, 3010 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_020 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-76 Oasis at Mattituck, Corp. 2021_020 3010 Stanley Rd.P.CC.blg !Duct,Systems: , Name main Conditioned Floor Area(sq ft) 4546.0 #of Returns 2 Heating System Prop Furn,64k,96%JD Cooling System JD,15.15EER,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 It Return 10.00 CFM @ 25 Pascals 40.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable REM/,Rate.- Residential Energy.Analysis and Rating Software v1;6.0.4 This information does not constitute any warranty of energy costs or savings. ©.1985-2020 NORESCO, Boulder, Colorado. Page 10 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3010 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_020 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-76 Oasis at Mattituck, Corp. 2021_020 3010 Stanley Rd.P.CC.blg I: it r tion�an_d MectiancaluVentitation� � Whole Dwelling Infiltration Input Type Blower door Heating Season Infiltration Value 3.00 ACH @ 50 Pascals Cooling Season Infiltration Value 3.00 ACH @ 50 Pascals Shelter Class 4 ' Code Verification Tested Mechanical Ventilation for IAQ Type Balanced Unable to Measure Mechanical Ventilation FALSE Rate(cfm) 110 Adjusted Sensible Recovery Efficiency(%) 85.00 Adjusted Total Recovery Efficiency(%) 48.00 Hours per Day 24.0 Fan Power(watts) 85.00 ECM Fan Motor true Ventilation Strategy for Cooling Cooling Season Ventilation Natural Ventilation Good Air Exchange for Multi-Family NA REM/Rate- Residential Energy Analysis and`Rating'SoftWare v1'6.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 11 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3010 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_020 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-76 Oasis at Mattituck, Corp. 2021_020 3010 Stanley Rd.P.CC.blg f Lights and Appliances - . �w _ Rating/RESNET audit Ceiling Fan CFM/Watt 0.00 Refrigerator kWh/yr 709 Refrigerator Location Conditioned Range/Oven Fuel Type Propane Induction Range No Convection Oven No Dishwasher Energy Factor 0.00 Dishwasher kWh/yr 270 Place Setting Capacity 12 Clothes Dryer Fuel Type Propane Location Conditioned Moisture Sensing Yes CEF 2.32 Clothes Washer Location Conditioned LER(kWh/yr) 704 IMEF 0.331 Capacity(CU.Ft) 2.874 Electricity Rate 0.08 Gas Rate 0.58 Annual Gas Cost 23.00 Qualifying Light Fixtures Interior Lights% 0.0 Exterior Lights% 0.0 Garage Lights% 0.0 Interior LEDs% 100.0 Exterior LEDs% 100.0 Garage LEDs% 100.0 REM/,Rate.- Residential Energy.Analysis.and Rating Software v1,6.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 12 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3010 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_020 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-76 Oasis at Mattituck, Corp. 2021_020 3010 Stanley Rd.P.CC.blg Mandatory 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 Enemy Analysis'and Rating'Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 13 of 14 Building Summary v Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3010 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_020 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-76 Oasis at Mattituck, Corp. 2021_020 3010 Stanley Rd.P.CC.blg 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. r m9 S jt 71-7 o 7 7 rte, - - r: - i Active-' olarr.: _ . S System Type None Collector Loop Type None Collector Type None Collector Orientation None Area(sq ft) 0.0 Tilt(degrees) 0.0 Volume(cu ft/gal) 0.0 REM/Rate,-_Residential-Energy Analysis,and Rating Software v1.6.0.4 This information_ does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 14 of 14 LIPA Long Island Power AuthorW 2012 Combustion Safety Testing Form LIPA ENERGY STAR®Homes Certified Home Address: 3010 Stanley Road City: Mattituck Builder Name: Oasis at Mattituck Corp. Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of 1 Location of this CAZ: Basement/Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: January 25, 2023 Outdoors Temp During Test: 40 of CAZ Depressurization NOTE:Net Change=Test Pressure–Base Pressure) Base Pressure: 0 pa. CAZ Ambient CO: 0 PPM Test Pressure: -6.5 pa. Appliances/Fireplace Simulated for Test? Yes_ No Net Change: -6.5 pa. If Yes,Total CFM Simulated - (explain in notes) NOTES: Fireplace is a sealed unit with all combustion air from outside. Heating System; Primary: Yes ✓ No_ Type: Furnace ✓ Boiler_Heat Pump—Other t z ,� Venting Type 3. ;Dia t :: Salla a.'; S ills a "CO• ;` -CO ' E teien _' Fuel T,vne Circle;T a ascal.,:,- '... orst Case utural;, orst Case atural Rating: N P✓ O_E_ N V_M_S✓ - Pa. Pass ✓ Fail_ Pass✓ Fail_ 15 PPM 15 PPM Yes ✓ fie: Standard Tank ✓ Indirect T"dess Size: 50 Style Common Vent ElN'aterHeater.; Primary: No Instantaneous Commercial (See NoteSbelow) Stand Alone 4 �] (Gallons) sz Venting'Tvne 3' Dra S i� lase .' apt, a(Natural)' CO l :'E tcien Fuel tvae (Circle Type), (Ppscal) (Worse Case);, (Worse Case) (Natural)< EF: N P ✓O E N M✓ S - Pa. Pass ✓ Fail Pass✓Fail 7 PPM 7 PPM Oven is Electric or No Oven Exists ® 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 z 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 S le: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Jerry D'Amaro Rater Number: 2614397 Rater Signature: � Date: January 25, 2023 lh brm 90106 02 CST Form 2012 Effective 1/1/2012 Corresponds to BHI -2012 r <REEWRate - Residential Energy Analysis and Rating Software 06.0.4 New York Compliance Certificate Project Title: New Home 1000-106-8-76 Report Date 2023-01-25 Data Filename 2021_020 3010 Stanley Rd.C.CC_HERS.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 57 Construction Site Owner/Agent Designer/Contractor HERS-Rater 3010 Stanley Road Signature Five Loan Trust Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 3010 Stanley Road 3080 Route 112, Suite C Jerry DAmaro Mattituck, NY 11952 Medford, NY 11763 Certification#2614397 631-569-4513 631-878-7808 Building Information Conditioned Area (sq ft) 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) 5895 Maximum UA 503 Your Home Energy Cost($/yr) 5400 Your Home UA 473 Better Than Code (Perf) 8.8% Better Than Code (UA) 5.9% 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. Y REWRate - Residential Energy Analysis and Rating Software v.16.0.4 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-1'6** 18 30.0 0.0 1 Basement Walls Wall 1: R-11 Blanket-10ft-pa** 1587 0.0 11.0 86 Wall 2: R-11 Blanket-10ft-pa** 250 0.0 11.0 14 Window 4: U:0.28, SHGC:0.25** 28 0.280 8 Door 3 22 0.220 0 Duct Ins R-V Inf' ration g: 2.96 C • 2. ACH50 Meda cal E ent Heating: Fuel-fired air distribution,43.0.kBtuh, 96.6 AFUE. Heating: Fuel-fired air distribution, 43.0 kBtuh, 96.6 AFUE. Water Heating: Conventional, Prop, 0.72 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 bate REWRate- Residential Energy Analysis and Rating Software v.16.0.4 This information does not constitute any warranty of energy costs or savings. ®1985-2020 NORESCO, Boulder, Colorado. Page 2 of 3 •REWRate - 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 a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. Name-Title Signator 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 ui. CERTIFICATE FICATE OF INSULATION 1��UfkimsC-91 "N For the following horse: Lot 22- The Fields at Mattituck; 10.0.0-106-08-76 STREET ADDRESS 3010 Stanley Road New York 11952 CITY STATE ZIP R-VALUE THICKNESS Clased-Cell Spray Polyurethane Foarn Rafter Bays-6 inches Attic No-Bum Plus ThB Intumescent Attic Cable End-Walls-2 inches Rafter R-39:End-Wall R-13 Walls Knauf Ecobatt R-15 HD Kraft-faced 3.5 inches Knauf R-.1 Basement Wall Insulation Basement (draped-batt) 3.5 inches Band Joist:R-.3 Closed-Cell SPF&Intumescent Band Joist-2 inches Other: Garage Ceiling-16 Inches Garage Ceiling;2-Layers Knauf Ecobatt R-25.!n 2nd floor platform(total:R-50) The undersigned certifies that Knauf Insulation products have been installed in accordance with the manufacturer's recommended applications forthese products. Hunter Insulation INSTALLING COMPANY STATE LICENSE, 675 Elton Street STREET ADDRESS Riverhead New York 11901 CITY, STATE ZIP ^ \_,� -�/Z z -? , n E � II 11tl►IJE U SIGNATURE D FEB 0 -22023 `„��sc�tllsilrErrr�fl.� Contractor's Submittal �,�����, \� .t a�wc�.••r �.. /_ " K!dt�F lfV�;11[�7 Ft Material approved for use in project. _A Q.•. F,t. D' T Off` r� T y One Knauf Drive_ 3010 Stanley Road,Mattituck 1 erg; l Approved by D'Amaro Engineering and Surveying,P.C. Shelbyville, IN 46176^� , �� � �_� y Technical Support 4 (317)398-4434 ext.8727 Kl1lfs�'-'�O �s CHECKED JAN 2 3 .2023 01-20 t0 2020 Knaul insulation, Inc. ti DATA SHEET Basement Wall Insulation �NAUF� with ECOSP Technology mR THE WORLD WE LIVE IN.TM DESCRIPTION . 7. CONTRACTOR:: Hunter Insulation ..: Basement Wall Insulation is a fiberglass blanket laminated to The Fields at Mattituck:- Lot 22 a perforated facing that can be left exposed. It is also available JOB: unfaced for non-exposed areas such as crawl spaces. It gives you DATE: January 9, 2023: 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. DOINGNORE FOR THE WORLD WE LIVE IN. The perforations in the facing allow moisture to pass through the material, reducing the possibility of condensation and.ensuring 1productsECOSEO . . made usin, our patented, Wo'based binder-a s im- alliter proper 1 - proper thermal performance. altPInnative to the phenol/flormaldehyde (PF) binder APPLICATION traditionally used in 1 products.'Thbio-based binder holds our product together, - 1 1 1 • New construction or for retrofit in existing homes .. unique /1-. 1 itformaldehydemfiree, SPECIFICATION COMPLIANCE All Of ourproducts are made1 . resources, ASTM C665 1sand. proud, • Type 11, Class A, Category II :be,putting ':bottles back to work.�rAther than into • IECC Code for a continuous R-value with a Class A Fire landfills. Our products1 50% rating with no further modification recycled • , , of 26 m4lion bottles each morith. INDOOR AIR QUALITY • EUCEB Certified with ENCOSE Contractor's Submittal Material approved for use in project. 3010 Stanley Road,Mattituck Approved by D'Amaro Engineering and Surveying,P.C. FORMSAVAILABLE g Vii`( � r R-Value ,�.. "Dimension`s Facing 3.5"x 48"x 60' R 11 PSK.Perforated(White) 3:5"x 88"x 60' ® FEB 0 9-TECHNICAL DATA 2023 �t31 �r•r��-.-R,-{T �- - - �: �:-" .z r,� .� .; ;�,�.••-._ iL C� h*�•ti;�� •�hl� s � Property(Urift)^ Test; Performance. Corrosiveness ASTM 0665 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 standaFd 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 All.-BURN® Intumescent Coating �fSpray Polyurethane Foam Insulation PRODUCT DESCRIPTION No-Burn Plys ThB is an International Building,International Residential,and National Fire Protection Association Life . . - _.. Safety 101 thin film intumescent coating. When exposed m to- high high temperatures and flame,.Plus ThB Intuesces e atin g _ a char-barrier protecting treated substrates from fire. Manufactured in with ISO 9001,as a certified j�..- �j intumescent coating,Plus ThB is applied to spray 6 j 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: 55 gallon drum (208 L),net 45 gallons thickness,which shields the substrate and-significantly (170 L) 586.5 lbs. reduces its rate of combustion. Shelf Life: 12 months in unopened sealed containers, properly stored Designed with the professional in mind,our simple one- Storage: 40°F(4°C) - 90°F (32°G) 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. :Grdyr Exterior Rated Wall Intertek Design Listing: Finish: Flat Assembly BASF/Fl 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 778 Contractor's Submittal Safety: Plus ThB Safety Data Sheet (SDS) Material approved for.use in project. VOC Content: 18 g/L 3010 Stanley Road,Mattituck VOC Emissions: CDPH.(CA Spec 01350) Compliant Approved by D'Amaro Engineering and Surveying,P.C. Code-compliant solutions. Life-saving protection. -'No-Burn,Inc. TRADEMARKS No-Burn,No-Burn.logo,and,Fire Wise are trademarks owned by or licensed to No-Burn,Inc. SALES INFORMATION AND ORDER PLACEMENT LIMITED'WARRANTY No-Burn, Inc:warrants that the No-Burn'formula will be,manufactured to the same specifications and 1-800-989-8577 quality,and will perform.equally to the tests performed by the independent laboratories when properly.applied. Warranty TECHNICAL INFORMATION coverage is limited solely to the cost of product purchased hereunder and specifically excludes incidental expenses and 1-800-989-8577 consequential damages. The applicator warrants that the product,in its original form from the Manufacturer,will be stored, www.noburn.com mixed and�.or applied as directed in the guidelines published by No-Burn,Inc.,to every reasonably accessible area that has been specified for protection. All implied warranties,from No-Burn,Inc.or the applicator are excluded. There may be situations and materials for which No-Burn'will not prevent a fire from igniting or retard the progress of a fire. POLICY&PROCEDURES All sales of this product by No-Burn, Inc. are subjected ;to our Policy & Procedures available at https•.1/ww�v.noburn.com/policies-12rbcedures/ ©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 ... kNAUpqq!AT1E2with ECOSP Technolo Technology LD WE LIVE IN! DESCRIPTION ' Hunter Insulation EcoBatt batt insulation is a cost-effective thermal and acoustical CONTRACTOR:. JOB: barrier for energy-efficient construction. Ecobatt insulation The Fields at Mattituck:- Lot 22 DATE: products can be used in new and retrofit wood and metal frame January 9, 202& . 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 • • THE WORLD: Free batt insulation is flangeless kraft-.faced batts that friction fit InsulationKnauf between 16" on center Wood studs, eliminating the need to staple. e• • •_ ,e• our o. - -. • • •. -e binder alternative to the APPLICATIONS • , binder • Cavity walls, exterior and partition walls, floors, ceilings, ,• •nally -e in fiberglass • ee - bio-based duct:its attics, basements and crawlspaces • e • • • product together, • e ;unique ••-- • • •- e• SPECIFICATION COMPLIANCE All of our products are mae • ASTM C665 (facing); such as recycled,glass,andwe'reproud to • Type I, Class A, (Unfaced) beputting glass b6ttl es back to Wor I k rather than 1nto • Type 11, Class C, Category 1 (Kraft) landfills.Our products • of e . • Type III, Class A,,Category 1 (FSK-25 foil) • Type III, Class B, Category 1 (Foil) each,month. • California Energy Commission • MEA #498-90-M • State of Minnesota INDOOR AIR QUALITYpr • UL Environment - • GREENGUARD Certified • GREENGUARD Gold Certified • Validated to be Formaldehyde-Free • EUCEB Certified Contractor's Submittal Material approved for use in project. 3010 Stanley Road,Mattituck41 Approved by D'Amaro Engineering and Surveying,P.C. DATA ,1zgy^,{k4 r..,,. tti r' F :} a,T-',t ` -r, .c Property(U n lt) PeTa rformance .,- est yn, Corrosion ASTM C1617 Pass Thermal Value ASTM C518 See Forms Available chart Water Vapor Permeance ASTM E96 Kraft Faced: 1.0 perms or less; FSK725 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 Unfaced and flamed-rated FSK facings: 25/50 (flame spread/smoke developed) ASTM E84 Kraft facing will burn and'should.not be left exposed. 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 X245 f(631) 286-6314 www.lkma.com I cdwyer@lkma.com LKARA ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 COMMEMT I F2 WO WE Agin FOUNDATION(IST) INSULATIONROUGH FRAMING& PLUMBING STATE ENERGY CODE s V6 ADDITIONAL COMMENfS nRM - - TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NYJ 1971-0959 -1802 Fax(631) 765-9502 https://Nvww.southoldtownny.gov Telephone(631) 765 Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: A ' 0 t! ns,,nd f6rms,rhdit be filled.oufln'thelr'entiret,V�,Incomplete is F110'the',o neri an 4�6rei6 Applicant" W n fil notbe acee0t0d. , w ees At a e �horkatilon form ih 11,16 completed. Date:February 18, 2021 OWN '60 PROPERTY: Name:Zenith Property Group LLC SC-rM#1000-106.00-08.00-076 Project Address:3010 Stanley Rd., Mattituck NY 11952 Phone#:917-626-2996 monumentalpropegy__@yahoo.com Mailing Address:3080 Route 112 Suite B Medford NY 11763 ................. 'CONTACT PERSON: Name:Christopher F. Dwyer Mailing Address:437 South_q9untryyRogo,Brookhaven Ny,1,1T1 9 Phone#:631-286-8668 Email:cdwyer@lkrp_@..com ,-DESIGN PROFESSIONAL INFORM,ATIONi Name:Robert A. Steele, P.E., Executive Vice President, L.K. McLean Associates, P.C. Mailing Address:437 South Country Road, .Prookhaven,..,N,Y 11117119.___.1_____1._.1 Phone#:631-286-6668 Email:rsteele(cD-Ikma.com CONTRACTOR INFORMATION:' Name:Oasis at Mattituck Corp. _ Mailing Address: 3080 Route 112 Suite C Medford NY 11763 Phone#:631-767-4807 Email:pptpT@Mqqe 00CRIFrrm I OF;?RPPPSED,CONSTRUCTJON",,,,,", , WNewStructure ElAddition EJAlteration DRepair ElDemolition Estimated Cost of Project: Dother $ Will the lot be re-graded? WYes []No Will excess fill be removed from premises? RYes ONO PROPERTY lNFOltMA1lON Existing use of property:Vacant Intended use of property:Sincile FamilyResidence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC this property? ®Yes ❑No IF YES, PROVIDE A COPY. '��heCIC BClX•After R�;aiiing: The aarnerJca»tractorJdesign professional t5s respons�ble.for a1F drainage and starm anter issues as ptavideil by Chapter 236 of the Tawo Cad'e:,ARPUCATION is W119;� 11)E too the O[�Ii#ng Department for the.issuanre,ofa Suiidipg Permit ptir5'u4Rt1t4't'0 iNding dike:.. ordinance of the Town of Sou�ofd;5uffollc,County,Neuf Yank and other applicable Laws,Ordir►8nces ar lteguiatiaas,fdrth�'taeistructir4n�of tiiaildi»gst additions,elteratkins,ar for.rsmcwal ordemolition as herein described:The appiics#agrees to coinpiy snrith.aii applicable laws,ardinaates buiid*i»g.ccide; ; housing code and regulations anis to admit authorized Inspectors on premises aril in ba3dln$(s)for necessary iris ectlpns.T;ise stateisierrtstnade herein are•.. punishable as a•Class A misdemmor.pursuant to section ZIOAS of the New York State Penal Laur. Application Submitted By(print name):Christopher F. Dwyer BAuthorized Agent ❑Owner Signature of Applicant: D_ ___ate: 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 ` day of February 2021 Notary P c CHR INE WIEGAND NOTARY PUBLIC,State of New York No.of W16210359,Suffolk County PROPERTY OWNER AUTHORIZATION'-ommlSSIon Expires August ou (Where the applicant is not the owner) I, John Popoyitch residing at 3080 Route 112 Suite B Medford NY 11763 do hereby authorize Christopher F. Dwyer (LKMA)to apply on my behalf to f fe wn outh Building Department for approval as described herein. o� to oZ Ow er's Sign ure D to John Po itch, Zenith Property Group LLC rint Owner's Name 2 BUILDING DEPARTMENT- Electrical Inspector s O C � �Gy� TOWN OF SOUTHOLD y J Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX,(631) 765-9502 rogerrt-southoldtownny.gov - seand(cr-southoldtownny qov 1 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN=INFORMATION (All Information Required) Date: r Wn Company Name:' • p -h-j C +rQct It'1C Name: May- o r � License No'.: 14 - SOIB'M� email: t u t � � _ -- - Phone No:(p31-����}-apG)� [ I request an email copy of Certificate of ompliance Address.: C21 Fihwp-�n m qL+S JOB SITE INFORMATION (All Information Required) Name: S6 f (� t4i-6G Address: 0 Sian ry\a, t-6 +md<, -n4 . Cross Street: L as Phone No.: Jl-S/aq- 51 r Bldg.Permit#: 4(D5 - q59 I mail: m h ui�dl Tax Map District: 1000 Section: 16(o Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) o-bo A. u C S e mo'-L -' W eAr 1 lb-nn tt° hWv& a w&I I Irn Q- Doo i Check All That Apply: Is job ready for inspection?: . [ YES ❑NO [�Rbugh 'In ❑Final Do you need a Temp Certificate?: EYES [—]NO Issued On Temp Informati n: (All information required) Service Size [/1 Ph F-13 Ph Size:. 00 A #Meters Old Meter# _ New Service ❑ Service Reconnect V1 Underground ❑Overhead # Underground Laterals [f1 ❑2 ❑H Frame❑Pole Work done on Service? [ Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION S 9 Electrical Inspection Form 2020.xlsx /0/ ��0 �l� �VV\V'r✓. r 4S�Ff 't-C `L BUIL'DING;DEPARTMENT- Electrical Inspector �J oc �. ;�Z� oGy -. TOWN OF SOUTHOLD " I, o •. Town Hall Annex-54375 Main Road -.PO Box 1179 o Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX,(631) 765-9502 roger r(cdsoutholdtownny.gov - seand(cb-southoldtownny qov. ti APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN`INFORMATION (All Information Required) Date: r . . CompanyName: �47'l.C anfrat. �.t'1C' Njame: Mar K_ d Lore- License ` r �- License No:.: 4 906`M C email: � ' Phone No:1o31-.kQ4- qc4 request an--email copy of Cerfificate of;` :'dmpliance Address.:: aka) 11 - JOB SITE INFORMATION (All Information Required) -Name: O st t Ma+H4-u G. Address: -tan rY1Gt l Cross Street: *L Phone No.: I.P51-5 taq- 5 mail:Bid .'ermit# D2 I UW'-L4 Tax Map District: 1000 Section.: p�ti Block: g Lot: "7'.. BRIEF DESCRIPTION OF WORK (Please Print.Clearly) o u C w► 74o'w t)-Ingle, a it l li�ol - oo i Check All That APply: Is job-ready for inspection?: . [ YES ❑N'O Rough In ❑Final Do-you need a Temp Certificate?: OYES ❑NO Issued On Temp lnformati h: (All ir)form'ation required) Service Size. [ 1 Ph ❑3 Ph Size:. ©0 A #Meters Old Meter# _ ONew Service ❑ Service Reconnect V1 Underground 0 Overhead _ #Underground Laterals []1 ❑2 ❑H Frame❑Pole Work done'on Service? [TY ❑N Additional Information: PAYMENT DUE WITH.APPLICATION Electrical Inspection Form 2020.xlsx lid PERMIT # Addres Switches Outlets GFI's ( � , Surface I 1` 44 u Sconces H H's � � ► `'�;' I �� UC US /( W. Fans FridgH. e '!� " E�chaust Oven � W/D �✓ ,. _ Smokes DW Mini .•. IVlicFo.. :...Genera'tor. ; Combo Cooktop AC. � AH f Hood Service, Amps Hav//ehh.. Used Special:.. "11�..... Comments: y M A EMER.GENC Y SERVICE ,A 21 Frowein Road Center Moriches NY 11934 631-874=2098 info@Puccioelectriccorp.com Job Name& O, Sj4 Address y p fj(- Lot# A/C Units f� AMP Are Fault Breakers Breakers Used Ceiling Fans Dish Washer OCT 3 1 .2022 Dryer GAS ELECTRIC Dual Function Breakers !�n Exhaust Fans Fan Speed.Control Fire Place 90L5 Florescent Lights GFI Breakers GFI's Heat Sensors q Hi Hats Lights Outdoor Lights Pool Lights Outlets Switches Panel Pump Septic Line Outlets SM/CO Combo GFI's. Smoke Detectors Timer Stove /D U►&1 GA LECT Breaker(s) Switches Sub Panel Total Breakers [--Bonding. Washer GAS ELECTRIC FO,(/(�oGy BUILDING DEPARTMENT-Electrical Inspector C*„ TOWN OF SOUTHOLD a. Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone(631)765-1802 Temporary Certificate # 17=03 Date 3 . �� 2022 Customer Name - Electrician Name v 10 Address Sol & Phone / $ Per- e-mail e-mail 2 r It,nar • Phone License# 48016 Size 0 A Phase Overhead Underground�_. #of Meters Remarks #of Underground Laterals 1 2 New "H” Frame or Pole P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#F Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid foL90 days from the date above. Authorized by �S�fFO�K� BUILDING_DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD CA � . Gym Town Hall Annex-54375 Main:Road-PO Box 1179-Southold, NY 11971-0959 l �`�� Telephone (631) 765-1802 . Temporary Certificate# I d Date 3L11 2022 Customer Name - "I ,4 Electrician Name v- to /iG Address t7� ' tv Phone / $ 01., e-mail e-mailcam'e r� • (� Phone License# �p V Size A .Phase.- Overhead Underground_ _ #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Polel P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid foL90 days from the date above. • Authorized by rnLETTER OF TRANSMITTAL L.K.MCLEAN ASSOCIATES, OCT Z 1 2021 CONSULTING ENGINEEI R1 ATE: 10/21/21 PROJ NO.: 20099.000 437 SOUTH COUNTRY ROAD . . BUiLl c ATT: Amanda Nunemaker 'BROOKHAVEN,NEW YORK 11719 TOWN OF;SOUTHOLD RE: Fields @ Mattituck Lot 22(revised) TO: Town of Southold Building Department 54375 Main Road Revised Oasis Site Plan PO Box,1179 Southold,NY 11971 We are sending you FX Attached 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 22(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: 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 54375 Main Street(NY-25) P.O. Box 1179 OCT 2 7 Southold,New York 11971 221 BUILDING Attn: Mr. Michael J. Verity, Chief Building Inspector TOWOF SOUTHOLD Re: "The Fields @'Mattituck"—Lot#22 (1000-106-8-76) -3010 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 Kidd Cmje SITE PLAN DATA: ZENITH PROPERTY GROUP LLC o 3010 STANLEY RD, MATTITUCK NY 11952 1 3 \ T 61 9 1000-106.00-08.00-076.000 SITE AREA: 31 ,876 SF /0.732 ACRES LIMITS OF GRADING: 32,320 SF /0.742 ACRES NO WELLS LOCATED WITHIN 100KDWM ON WTI t' / t ' '", +sa► to Maliifuclr H;li s 451TI wP,.,��,�ir+�. � + w;rw Nt .'ytrA' k � �► ��� lea 00/ O/ / =6 � /` r3, O., \_ � j!�,� � �^,C�,�` ��t�j��`-•:r.`"`°.4�r�5'.tt���,,,l�,tv'sw�,,t,�'��y�.�wr�� � p � , « 1 (,- e, " r g., "`w„ `�,f °, r �Y 7. �.�. PROJECT _ �/ - k\ I LOCATION I / ; Offf 10 e1W7E ION r" PROPOSED r ,� \\F PLAN VIEW CONSTRUCTION .o , / ,\ sO �►. 1 ENTRANCE PROPOSED �a SILT FENCE O °1 — \O F ewe AT ENTRANCE tK R O A D\ ) 3/0 NE IM Olt -wu E DAT N oWM RM I +t� AREA AS ,:FJ k '`" FLL Tole"(0�� Qmm PRAmm LOCATION MAP CROSS SECTION t " SCALE: 1"= 1 00 `\ TEMPORARY CONSTRUCTION ENTRANCE / 8" THICK REINFORCED •>.� t CONCRETE COVER Q� / \� M CONCRETE SLAB BELOW GRADE F\� o E E SURFACE AS PER SITE PLAN ` FE I SOIL STOCKPILE I / \ �\ c� -► AREA 500 SF t I / k �, \ F f�► ���,� +� '� �' fj LP I // / I I / 161 \ ``� �► r,. „ -�-` ` Q} . Q `�\L / \ (-------I // •9'.. --PRECAST CONCRETE POOL CHIMNEY / Y � .�►�/ / / ��� > l`B.W.�� /'��� k\ \F K;< : PERSPECTIVE VIEW ul�0^(IV / !) \F g (f l I I ®®®® ® 36" MINIMUM 2 x 2 111 _ ®®®®® ® 8" ADS DRAINAGE PIPE FENCE 1313131®® 6' ADS DRAINAGE PIPE FOR WOVEN WIRE FENCE ¢ ^+� / 4 / / TRENCH D41UN ONLY. c, Y / / t�• / w p®®®® (6 x 6 - 10 / 10 FILTER CLOTH r 13 C9 ✓ / a 1313 C9 EMBED FILTER CLOTH IL IFY / / / �� 2�h r //^ �O?� i 0®® Y ( I I= MIN. 61" rr GROUND _ MAXIMUM DRAINAGE AREA =1111) NOTE: CLEAN SAND do 1/2 ACRE / 100 LINEAR FEET 4� ,� ry •` / GRAVEL FILL. y / �„-.t ,\` // �� GRouN — SECTION DETAIL � / / ATE I / / 2'-0" MI 8'-O" Dtometer 7'-0' MI ���� � SILT FENCE DETAILS o TYEI!PAL 5E!QTIONLEACHINQ POOL (DW)� , 2" HEAVY DUTY BAR GRATE, HOT " /// CS�a o �� J� DIPPED GALVANIZED, 1.5" D.C. '-4» r 0 ' // ��� DW2 pw"'' ✓ ��P �©Q • 3/4r �• 001 • y� ANGLE FRAME HOLE 4' DEEP FOR 10' CONNECTING ` N N ' _ PROP. SILT FENCE PIN • 'p O AS DETAILED (TYP.) O A A '" » O _ _ LIMIT OF GRADING �; � 'r' • '.»•,• �" r ", 'sjc p ARI END VIEW �9� , IMPERMEABLE r v° 0 SHEETING .off F d L� A A PiA[I+ wNOTEs 4�& JPO y,�: [--2 1. CONCRETE DESIGN STRENGTH PER ASTM C31, 4,000 PS AT 28 DAYS 0000 ® o - 1:1 SSIDEFF TitP"RE f 4N » 2. REBAR ASTM A-615 GRADE 60 00 I 3. WELDED WIRE FABRIC ASTM A-185 PJB O f•: 4. TRENCH DESIGNED FOR AASHTO H-20 LOADING ^+ U SITE PLAN CONCRETE WASHOUT DETAIL '' " ` N.T.S. SOLE: 1"= 20' DEPTH EXISTING 4" SOLIDBLOCKEND WALL FOR INSIDE SECTION ' GRADE > 0 20 40 0' ;:.;;;.:•:•:•; 55.8' DARK BROWN LOAM SECTION A—A �----� Feet TYPICAL TRENCH DRAIN v �, r 1 54'8 BROWN CLAY � 2' 53.8' LEGEND: STORMWATER DRAINAGE NOTES: PALE BROWN FINE SAND DETAIL U) PROPOSED BUILDING CALCULATIONS' I. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED ROOF LEADER N.T.S. AS A MINIMUM. 5' 111' 50.8' TRANSITION REQUIRED DRAINAGE CALCULAIjQN; 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES CAST IRON CLEANOUT "T" PROPOSED ASPHALT DRIVEWAY (2" RAIN EVENT) SHOWN. THE CONTRACTOR SHALL COMPLY WITH ALL ADDITIONAL MEASURES r BRANCH WITH BRASS OR DATE BY DESCRIP11ON APPROV. BY L DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE c7) COURSE OF THE CONSTRUCTION. BROWN CLAYEY SAND BRONZE THREADED PLUG REVISIONS c- ---- PROPERTY UNE IMPERVIOUS (ROOF) - 2,000 SF C-(2,000 X 1)- 2,000 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE PROPOSED CONTOUR -� 2_000 X 2-/12" (RAINFALL)- 333.33 CF INSTALLED PRIOR TO DISTURBING ANY SOIL OR MILLING OF ASPHALT 4 CAST IRON PIPE TOWN 0 1- S 0 U T H 0 L D (DRIVEWAY) - 1 PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS 190 MIN. PITCH U —11.0— EXISTING CONTOUR IMPERVIOUSWITHIN THIS CONTRACT OR AS DIRECTED BY THE ENGINEER. THE 11 44.8' — GRADE 700 SF CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND REMOVE _ C-(1.700 X 1)- 1.700 COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY THE _ SUFFOLK COUNTY NY 4- PROPOSED SEPTIC TANK 1.700 X 2"/12" (RAINFALL)= '283.33 CF OFFS SITE° LOCATION MATERIAL SHALL DIRECTED BY TFIEE ENGI ERD OF PROPERLY TO AN I—I I I- �_ /" PROPOSED DRAINAGE CALCULITIO`Se �; PROPOSED SANITARY LEACHING POOL 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL - THE FIELDS AT M ATT I T U C K 00 E SEDIMENT CONTROL MEASURES DEPICTED ARE IN PLACE, AND APPROVED PALE BROWN FINE SAND RQQE (DW1 do DW2) BY THE ENGINEER. I (FES PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL 333.33 CF REQUIRED �-+--5 -0 —►i C> @ 8'0 DRYWELL- 333.33 CF/42 25 CF/VF- 7.69 VF 5• STABILIZED CONSTRUCTION ENTRANCE SHALL REMAIN FOR THE DURATION " 8 ADS L 0 T S T 0 R M W A T E R U) —s PROPOSED SANITARY PIPE PROVIDE: (2)80 LEACHING STRUCTURES 04' DEPTH OF THE SITE WORK UPON COMPLETION OF WORK IN SEQUENCE. 17' 38.8' SLOPE 0 1x --cj -=�,...- �—�, --n— PROPOSED ADS ROOF DRAINAGE PIPE DSJBY (DW3) ROOF LEADER DOWNFALL DETAIL /' `p� `'yo MANAGEMENT 283.33 CF REQUIRED TEST HOLE BY MCDONALD GEOSCIENCE �� �' . ST a SITE PLAN `� Torre PROPOSED 8.0 DRAINAGE STRUCTURE (SOLID COVER) 6'A DRYWELL- 2133.33 CF/42.,25 CFAT-= 61.70, VF DECEMBER 23, 2020 N.T.S. o®� 0 PROVIDE: (1)80 LEACHING STRUCTURES ®B' DEPTH NO WATER ENCOUNTERED o:., ,'`n L. K. McLEAN ASSOCIATES, P.C. 0 � —•— PROPOSED WATER SERVICE � ) � � N 0 —E PROPOSED U.G. ELECTRIC SERVICE HIGHEST EXPECTED GROUNDWATER 0 EL. 0.50' ;- ' CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEM YORK 11719 0) -13 PROPOSED SILT FENCE THE CUCATID" IN OF THE STATE OF NEW YORK PRaHrelrs Designed AS NOTED Sheet No. / c 9 By: MF/CFD stole: o TEST HOLE 2 UNDER THE DIRIX "OF A LICENSED PROFESSOIAL +'r 397 O w EX. UNDERGROUND WATER ANY PERSON FROM AL7ERlK3 AMrtFINO OH TFI�oRAx —T— EX. UNDERGROUND TELEPHONE p N.T.S. PVMMtu�DMEM USM WA.AL7MTM AM ANO E1E'SCRIBE TME nA.L EXW Of THE ALTERATaN ON THE liF� St @��.: Drawn By: MF Date: FEBRUARY 2021 SW 1 TEST HOLE LOCATION DRIWIWNO Acro/OR� 'sP TM(Ifn W. LW Approved By: RAS File 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 . FI 0 • LED MARCH 31,2006,?:S MAP NO 1137 I LOCATED AT .NIA TTITUCK MAP OF SUNSET KNOLLS, SECTION T1✓a I TOWN OF SOUTHOLD - MAP AID 5448, FILED 4/9/70 "" AREA SUFFOLK COUNTY NEWYORK LST LOT AREA Li ND. . SQ,FT. SUNSET DRIVE (50' WIDE) :: 2 66'994 �SMRSSP E+aD eocG W . .� qa --75� N/F 3 100,312 .. ... ,�PtC 0.9 19 Q ( d,� rNA fy N I DAN,'EL V AND MARIA T .5' 38,395 Qa CS 9C9Npf Q � h N �W Irl .Yl . S.C.V A. WELL SITE BR S TTI � � f p}°" •` Po �-; p1TLLER RD l'F P Ir�1 I QW 1 '�Q : MIF N/F ® NpA,P I .. .. 6 41,673 �.•,,`5t,, �0,1, ePy K p t^f`•A 3 MICHELLE AND I f O 03 I LQ I N%F I ANDREW AND I CGNSTAN77NOS STEVEN MACF0.S N/F pN 7 _36,951 N/F 1 N/F I Z o l AND MARKELLA MARIA I I 2p.p _ Pu A J ' N/F' ,'N/F I SUFFOLK COUNTY O N µ, A Z'. CATHERINE AMD M IJAGRlPLES \ - <.?I"' ' `(P 9 eP o •o h p I PEGGY III.NAS I Q LOL'LCU LDUKAS VR7ER AUTHORITY fR F x ' PERTSINIDES PANDO: KONSTANTIAODES ti CONTOVEROS 1 8 32,744. "� .. rn aEND _ 822'00'80'E .. ru+I Faa 5237440' -- _ .. .. 48'40L% t3R28' .. S22'20'D7"E -_ 9 56,989 ?P HpLBRO'A / 42238' pe # -- s• - --. o 10 47,933 v w 11 37,104 �MSL`RD _ ���K GREEK b WIDE fXISTJh'G AND/OR . Eo SGTX NO 14 50,850 .oL2m e tea '. tio�� 0^ 1 lwaaa6.Do-DB.Do-D7soDD 1� 14 -Marx MI �E q I I O �1P .. 7000-l06M-08W-067.W0 ) Iy �' EASEMENT FUR. _ 15 49,208 N/F - 14!3 SGTX M. uY•• - �U SGTA NO f N20.37'OD"IV%2k��? STORM VATER „__ E0. C PETER A/JD ELAINE ti I IMO-106.90-ORDO-OS3W0 0 / •1 / IMO-IDS00-08.Cm-068.W0 ;9 RETENTION ��� �` - 16 37,240 PSYLLOS IQO I �Pv' / I. ,`�r /r,�`� S2D•37'OD"E 24 -AREA - `/ w wl 17 30,931 m 'r SUBJECT o -� - ,: 'Z 7y w 20 32,68s PROPERTY o Marx le Marx Na II. = 21 41,195 fM0-106.00-0800-074.000 / (r fOM-1061x0-O&00-069.OM I ( NIP ^m V '`•'4Ya, !J/F l (Pi I RR£ROW LLC W d I •�, Q /. .. /� cH Cr f3 `,FkGREGGXR`DLH:w �o III I �' 22 31,876 c 1 1l Z \ I � - � ,, S cy oo- K !Mm-rD6M=ae.M-06sMo �A N ��\ \//i V 23. 33,931 dIJ.DSy .,`�.. GY1 \� �i�� ti � _,�t9 ° � 6 / 25 so+s. -• ,y�s�.' 24 32,803 TOWN OF SOUTHOLD N/F V I 60''� � ; N%F_.'..�� _ l 16 �t �"'.0 wst rrva �\ --'/ �` - NICKCLASANDDINA x LVLR_NF.LLC,;,.r/l•` 2 2'.�• 9N +�+ 25 34,082 KANELLOS I W 2 .. hl y 'T'C'!"K NQ' '5;,' r' f v¢t. E' °W ..� :O. G � .Marx r� - !TIDO-10600-aB.Do-maM MGrx Nlz I.P�\,-.,' �'. Nr6.3eaa•v 26 32,010 re Mciic!Av:4'A":•;;r faM-lD6w-oaM-D7RMo ' faaaaM.DD-ORM-D7�DDD''� P 1000-10600-'�.LRM-0730M/'f}:� '. R ,, 204.00 - " oz z Marxna '�. :.,'� 1t 27 1,367,048 y Hp 46 -CIA 1� 1 RD/GD DD DRM D6sMD 1 o ROAD 145,900 p M M1D 2,481,801 'RELOCATED O a 17 O rT19TAL moa i R.D.v, ,;•.'' , 24 ¢ �I 56.974 ACRE 3Lmnn AVE N/F yN^ •� "1 4`•;lQSEPN�M AND�z` SGTX M2 SCTA As - UGO RONDlNONE I W a "1y. R ' 'r RJN•�R_N,ACARI-'� 1000-f06.00-0600-O71AM 1000-f06M-0B.M-076M0 23 PJE - 59 CSG � � Marx NO m=pR \ DDD r�rXar-Dew D ^, 1DM fa6oD oaoD D76m1p 600-x.NO 10 IMO-10600-0600-0!!000. ^IDDO-106.00-0600-064.000 H W¢ ..50'VIDE VATER MAIN y 69' i-M .�: 4,y - \ / /) E e!• _W'1 EASEMENT CO THE 6 ,, , ,�! A; 1� m LEGEND' SUFFOLX COUNTY ,t� „ •, _ r Ss- s^ / ¢ _ '1 VATER AUTHORITY • T�e''` -I AREA=145,600 SOFT/ ;�,- s T •s N/F Q DRAINAGE MANHO LOCATION MAP s�_ '�,`•�' �QI 9 CAROL C.KEN. © ELECTRIC MANHOLE n �lC qzB� O / N © DRRMALE MANHOLE SGTX An C( FIFE HYDRANT (NO SCALE) 4+aWF' 'y O O \j 1000-106M-OHDO-06M000 2 N/F I W 1 ZIA14ESgAND[COLLEEN,. z 'I 8 TELEPHONE MANHOLE ElaCATCH BASIN EVE STRAUSMAX.VINSTOM *gyp' O3 HONi GO•MERY,'-y^• MaTX 1lQ SG7x A11 O O I� - W I ¢ 1 ` ® ROUND DRAIN INLET '�- J�`'.r IMb106M-0600-086000_ 1000-!06.00-0$00-064000 SCrx Na $ dC' VA TER VALVE" NOTES Marx NR .. 4 '�:a�.ta Mc7x Na 1000-106.00-31T, e.�w - . !FORMERLY ARTHUR BURNS) ' IMO-10600-0800-057.000: ''± - V 't 1 IOM-f06M-0800-ODLOM / y, _ ® 'VATER HETER, 1, MEASUREMENTSARE INACCORDANCE WITH U.S.STANDARDS. © .. POINT OF CABLE TV BOX 2 : ° +�J000-I06M-✓%704&OM 1 �, y © LOT NUMBERS p, BEARUFFOLKDDISTANCES ASSHOWN ON'IAP NO. MATT/iUCK'FILID MARCH 37,200BA7 ,rma rrm z BEGINNING .._ S LLERK50FF/CEAs ---L/(-"T;p))?�-' Yr'•fi: BUFFER AREA THE SUFFOLK MAP NO 113]0. ` -"6♦•=�I�IR85' � h d OIL 7,50'N UNDERGROUND TEL 3. ELEVATIONS REFERENCE NSVD 1966. - -- '.2962' ...�_. N3g•2 ®. VELL G EPNONE N2078'DO"V N22.39'00"V 20606' N/F N21'29'20"V 854.13' N23'15'OD"V Nl557 U0"V UNAU7HOR/ZEDALIERAT/ONTIONOF ADDITION SEC IO 7209,SUBDIVISION ZN OF NEW YORK DOUGLAS A AND FRANCES M COOPER 4. SURVEYOR55FAL 1SAV/OLATIONOF SECTION]209.SUBDMSION2 OF THE NEWYORK STATE EDUC4710N LAW. - 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEYMARKED WRHANORIGINALOFTHELAND SURVEYOWS EMBOSSED•OR'INKED'SEAL SHALLBE CONSIDERED TO BE VALID TRUE COPIES PROPERTY IS SUBJECT TO 6. CERTIFICATIONSINDICATED HEREON SIGNIFY THAT THIS SURVEYWAS PREPARED IN • DECLARADGN OF COVENANTS AND RESTRICTIONS IN USER 1.1835 ACCORDANCE WITH THE EXISTING CODE OF PRAC77CE FOR LAND,SURVEYORSADOPTEO BY THE .. .. - PAGE 254(NOT LISTED)AND LIBER 12389 PAGE 816(NOT NEWYORKSTATEAS30GATK)N OF PROFESSIONAL LAND SURVEYORS SAID CERTIFICATIONS LISTED). _ SHALL RUN ONLY TO THE PEFSONPoRWHOM THE SU.:VEYISPREPARED AND ONHIS BEHALF TO -" DECLARATION AND COVENANT FOR ROAD DEDICATION AND THE TITLECOMPANY,GOVERNMENTALAGENCYANOLENDING/NSTITUTIONUSTEDHEREONAND HOME01nERS ASSOCIATION IN UBER 12429 PAGE:522(NOT TOTHEASSIGNEESOFTHELEND/NGINSTITU7/0N.CER7IF/CATIONSARENOTTRANSFEWLETO LISTED). ADDMONAL INSTITUTIONS OR SUBSEOUENTOWNERS. .. ELECTRIC AND TELEPHONEXASEMENT IN LIBER 12520 PAGE 531 _ (AFFECTS STREETS). - 7. UNOERGROUNDURLMESSHOWN ON THIS SURVEYAREFROMUPUTYMARKOUTLOCATED ON • ELECTRIC EASEMENT IN USER 10702 PAGE 482(NOT'APPUCASLE). THE GROUND ANDUR RECORD PLANS BEFOREANYEXCAVA770NIS TO BEGIN,ALL • WATER EASEMENT IWUSER 12495 PACE 137(PLOTTED). UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZEANOTYPESYTHE i .. _ _ _ RESPECTIVE UTILITY COMPANIES F - 8. RIGHTS-OF-WAYNOT SHOWN ARE NOT CERTIFIED. - - 9. THE SURVEY CLOSES MATHEMA TICALLY. .. - .. - - 10. ZONING USE DISTRICT:AC ROTS 1-26)AND LOT 27-PROTECTED. DATE BY DESCRIPTION - APPROV. BY REVISIONS Town of Southold Suffolk County, New York & :. .. TITLE SURVEY S .. SUFFOLKCOUNTVRFAL PROPERTY TAX MAP NO. ZENJTHPROPERTYGROUP; _ rt at attituck TOWN OF SOUTHOLO: SCHEYER COURrLLC;' :FIELDS ATMMATTITUCK1f - L DISTRICT 1000 .. .. '. US 9Y N(' Property BLOCK 02.00 BRO T/MBERUC ��4 A� '7/(YUPf '1L.HK. McLEAN 'ASSOCIATES, P.C. .Lor 001.002 GRAPHIC SCALE JOHO NAIRICHARD20127R r *^�R �'y " IV"D .. .. t Y e smap -.. .. actual y _437 SOL COUNTRYROADBROOKHAVEN,SURVEYORS NEW YORK Iw raby Lretirylhat Waa .. ^ .: b SUFFOLKCWNTYREAL PROPER7YTAKMAPNO. - n ,,A�,� - $ TOWN OF SOUTHOLD: ... - - ... '� mmple etlb m on81 020 fr 0 Designed By, S-I.: 1"= 100' made trpm an a al serve DISTRICT 1000 - - IN FEET �,tyMa�tL1 �!7GY.�� - f� ^i eet No. .. SECTION 106.119. - ( ) .. , 50528 Il E - 1 inch- TAMARA L.STILLMAN,PIS FJ1F 5 L.S./D.M. Date: a0ii2i2020 BLOCK .0800' - _ _ .. .. 0.50528 _ _ . BLOC 055000-057.000 MCL end 089.0000650001NCL _ 100 LL TAMARAN OTnvn By, . OTS.. 8110 067.070-071.000 INCL..antl079.000 antl 078.000 .. .. .'. . "' :. Appr4vetl By. T.LS:. File N0. 20099.000 � EXLAVATION INSPECTION REQUIRED BUILDINGS: 2 STORY RESIDENCE FOR SANITARY SYSTEM, \\\ 4 BEDROOM ZONING�ID��) BY HEALTH DEPARTMENT' °i SITE DATA' SCTM/: l000—los oa—o7s .. c` 4 •`t SITE AREA 0.732 ACRE - _-sa- GENERAL NOTES: - ddd �1�0 1. THERE ARE NO KNOWN WELLS(DEEP OR SHALLOW)WITHIN 150'OF PROPOSED SANITARY _ STRUCTURES. .. _ . �+� �' j8�-O• - 2. THERE ARE NO KNOWN STORM DRAINS_ UII WITHIN 20'OF PROPOSED CESSPOOLS. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES \, A 3. THERE IS A WATER MAN AVAILABLE ON SLEY ROAD. 4. PROPOSED SANITARY SYSTEM IS DEIGNED FORA TOTAL OF 4 BEDROOMS, PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SURVEY NOTES: SINGLE FAMILY RESIDENCE ONLY 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS: ff roi �r � 2 BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM,LONG ISLAND ZONE 3. ELEVATIONS SHOWN:HERE ON REFERENCE NAVD 1988: 40,0 0' L-6,o 4. TOPOGRAPHICAL SURVEY OBTAINED FROM 2014 USGS CMGP UDAR:POST SANDY FROM THE DATE . 21412021 H.S.REF.NO.. R-21-0115 f ' L� NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION ry� ry� �, ! O�� 8 APPROVED 5. PROPERTY SURVEY PERFORMED BY LK.M.FAN ASSOCIATE,P.C.ON 5-13-2009&UPDATED ON 11-25-20 FOR MAXIMUM OF 4 BEDROOMS EXPIRES THREE YEARS FROM DATE OF APPROVAL 1 Cb 9�� rso SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES LEGEND 8F �O\ \� \ PROPOSED BUIUANG Z . PROPOSED ASPHALT DRIVEWAY 55.�, PROPERLY UNE P Y Q •-(�- PROPOSED CONTOUR �m� CaPKddDMo 10tn .IA� /-3� �O. .moi,' ., y... _ \\ --11.0-EASRNG CONTOUR • L7 PROPOSED SEPTIC TANK B' 9 / PROPOSED SANITARY LEACHING POOL_ '1Y/Ar ONN�FE L _ i \ •\ c� �, (rrt� PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL 7z' ' _ -_ - �—PROP SANOARY PIPE(}Q �T� 54 \ PROPOSED ADS ROOF DRAINAGE PPE % ( �+ 'NiN• �\`14 /55• '^ `� :� PROPOSED 8Y DRAINAGE STRUCTURE(SOLD COVER) MattiNck Hills Q � { 5' til. 0 4,h � i/ ). PROPOSED WATER SERVICE 45m p �` Ory PROPOSED U.C.ELECTRICSETMCE ///A CIPROP.U.G. oG� ATEST HOLE LOCATION WATER ; 4• EX UNDERGROUND WATER U' SERVICE Z F' // EX.UNDERGROUND TELEPHONE .. 11 p/j ! /E%. �w (Oi MEED. PROJECT J ]' ,(1�4ryJ=y4r�g0 ,1OG�O�v DEPTH EXISTING 3 ,... _ LOCATION 2¢ RADE 0'S•Y?: 'C� ' • 55.8 DARK BROWN LOAM f1' 54.8, O .. � BROWN CLAY 53.8' c 1 b ROP.U.G. \V c\0 - - ;/; ELECTRIC (\i 55� /If -0°Q� PALE BROWN FlNE SAND �..,1 _ f�� P- P! / SERVICE i _ ?\,1�d jP 5' 50.8' ... BROWN CLAYEY SAND LOCATION MAP N \/ c ' / \ ,.a SCALE t'= 7,000' 3 � PALE BROWN FINE SAND 17- 38.8' TEST HOLE BY MCDONALD GEOSCIENCE 2p o �sr �Q 53 /r7 DECEMBER 23, 2020 (NO WATER ENCOUNTERED) HIGHEST EXPECTED GROUNDWATER 0 EL 0.50' TEST HOLE #2 SITE PLAN N.T.S. N SCALE: 1"= 40' DATE BY DESCRIPTION APPROV.'E REVISIONS TOWN OF SOU'THOLD SUFFOLK COUNTY NY THE FIELDS AT MATTITUCK V, LOT- 22 PROPOSED: SANITARY PLAN ` *I L. K. MCLEAN ASSOCIATES, P.0 CCNSULT111G EININcats 4v Sim CmwifY ED.,mo101ATOI,AV Tm 1tr O` - ww romr Tor�uowo rms a M vv '�n _ 21 Designed%r M F/CFD Seat: AS NOTED MmICOY WIOM6a6v1O w�rorea ''1 W/ St.9 uoo Aimnomu� ) 397 �rV MFDate:, DEC. 2020 CL• - ®n °"'m , APWa'ed W. RAS FDe N. 20099.000 /^ F.F.ELEV.-59.25' STOPPER OR END PLUG " t 10•.15•QUAZITE FINISHED LACKING CASTING TO GRADE - GRADE ENCLOSURE WITH COVER GRADE (EL 57.15) . ELEV.- IN LANDSCAPE AREA 57.25, CONCRETE COVER - .. 20° LEXISTING GRATE 4'A (. CONCRETE CHIMNEY FC11 . SDR 35MIN q• I—� MIN.P1VC4PIPE PPITCHED ER f. l''ILI 151111 INVERT(IN) _ — SDR 1,%64p IE PITCHED - - 8• 6• MIN. E7FV.5290' - PER 1' 25' 1 . WBAFFLE 1 . SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ALL CAST IRON PIPE SHALL _INVERT(IN) 6• INVERT(CUT)FOUND THROUGH pEy-51.90' ELEV.51.40' FOUNDANON WALL A MIN. OF 2'. 5.0' INVERT(IN) .. . (EFF.DEPTH) 6°SDR 35 ELEV.50.40' . PVC DROP TEE L 1� . 4.1 B. I 2,-10•�•I SECTIO 8'0 1.250 GALLON SEPTIC TANK W/DOME snn Bw PLAN 1/e•Imm 1GSfR NOTES: 12'-0' 3/f•0-fm(G GA9 ET 1.CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. ® 28 DAYS. Notm MA%. 1. YAmum CD18oR115 7o ASTM me cLA5 3GB oR 2.ALL FRAMES & COVERS SHALL BE, WATERTIGHT, INSECT-PROOF AND3M SPECVKXrKM LOCKABLE. - I 2.� Tf(c FOR MSHM a fs 26-44 f XMN NG 3-FRAME AID COYE7(AS MAI&FACIIGED W LONG MAW 3.CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT 3.0' I4Y«'APFfmvEn - (MIN.), EXCEED TWO FEET IN HEIGHT. (TYP.) '' CO " 3.0., o, 4.UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON .:'(!ITN-) ." ;.� 24"0 WATER TIGHT HEAVY.DUTY FRAME & COVER EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. IT IS THE COLLAR N CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL uT` AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. i 5.BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL `= BOTTOM OF POOL `" 6'.#1M.''; "•'I " COMPACTOR AT 6° LIFTS. ` ELEV.38.73' 6.CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY PENE[RnnON 99 INTO:A:..,;, '.: ." -.':I r.mm a f10"fs fa•:m Gmof°�aF��a"mrm v6LGIN ` AIFA .SAND, 'c DISTURBED AREAS. •. :, ". ',. .. STRATA OF MWOSCNf 7.ALL UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH " _G CLEAN FILL MIN. OF 3'AROUND AND BELOW THE SANITARY STRUCTURE." - BACKFILL MATERIAL - 3'MIN..AIiIt HIGHEST SAND� - N ---- EXPECTED TUNDWATERA AND ,¢ " HIGHEST D�ECfm WATER ELEV.�O.50' ________________GRAVEL ————— 47u oR,m ofo. _ _ SM 35 PVC PrE ___________________________________________ .1 TYPICAL LEACHING POOL 47</W W.7a IFINM 4 YIO. LOT 22 SANITARY PROFILE N.T.S. TYPICAL CLEANOUT DETAIL Nis 3 i DATE BY "DESCRIPTION APPROV. BY a REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY NY THE FIELDS AT MATTITUCK 60FIJEI' v LOT '22 ' SANITARY DETAILS L- K. MCLEAN ASSOCIATES, P.C. o C01611L3ING FNGpEE16 47 SWIIX.COIf1ifT R0.fFJO0121MIBl IEt•19a 11712 mama ow nc v n.amc v�o poi noon ,F' Shoet N.. ",aa not rn.o uemw a ns o.mo �G� Dea(ge.d B7: _MF/CFD Scala: AS NOTED N -" ra� iw<wo� / Dro.n W. MF Date: DEC. 2020"" ew,C.,wEtC Fail..1a�..MQ S. c awdm N L Approved.Ebr RAS" FlI.No.20099.000 .IY..0 Aw/.11 M��oau Oro m wr. VE PER SURVEY OF PROPERTY ON THE FIELDS TT THE FI SAT MA ITUCK LOT.22 NIF -_ - _ FILED- ...... 31, 2006.AS_MAP NO. 11370-- . -yj......URF fU%4.9 LOAN FRUST- -- [ _ - .. .. .. - [ E [ nn T T E .�[ - 1 I X 572 ASPHALT PAVEMENT X 56.4E . �X 55.67 ' ..SITUATE.AT'. : 11 . T TANLE DAD . .. ..[ .. X54.7 .. .. .. .. .T E E ' :. [ X5�9 CPR ATS R 59' wrnE�w v MATTITUCK I V ROAD ' : = _ 7T X579 .. .. .. ATV O TOWN OF SOV THOLD SUFFOLK COUNTY, W YORK 153 g 3' S 73°18'40' E ,97 NEW ,62' --�-- -- -�---- -- __ '. AREA -OF PARCEL = 31,876± SQ.FT. OR 0.732± ACRE y DO/ 1 NOTES MEASUREMENTS REMENTSAREIN ACCORDANCE WITH U.S.STANDARDS. 2. BEARINGS AND DISTANCES AS SHOWN ON 7HE FIELDS AT MATTITUCK'FILED MARCH 31,2006 AT THE SUFFOLK COUNTY CLERICS OFFICE AS MAP NO.11370. X 57.3• I 3. ELEVATIONS REFERENCE NAVD 1988. " I I O UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND 4. SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE C �I. EDUCATIONLAW. ti 5, ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND I u I SURVEYOR'S EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. I I I 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WI7H THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS (, SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO ..y THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND TO THE ASSIGNEES OF THE LENDING INSTITUTION, CERTIFICATIONS ARE NOT TRANSFERABLE TO v �J 1 26 ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. �/ 1 —VACANT— 7. UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON z 1 0 56.6 1 THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL X UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE ice` r3 RESPECTIVE UTILITY COMPANIES. =IL�J I . I 8. RIGHTS-OF-WAY NOT SHOWNARE NOT CERTIFIED. <J y- 1 I 9. THE SURVEY CLOSES MATHEMATICALLY. C^ LEGEND N �� 1 Q '. ELECTRIC MANHLE ....... .•. ' CABLE-TV BOX C I io '""""'•••• LOT NUMBERS . X N 1�0 56.1 .-y ti :. ... BUFFER AREA \„ 1CY- (� )F NOy -7—:::::::•:•••• UNDERGROUND TELEPHONE ST/` ""WATER VALVE ..............WATER METER -E—••••••:..•••••UNDERGROUND ELECTRIC 1 -W—••••••••• ••••UNDERGROUND WATER -� ■ .............•CONCRETE MONUMENT 170,29' 050528eA �5� --� 80°3 6q � 9A • DATE BY DESCRD:TION JAPPROV. BY �\ CERTIFIED TO: REVISIONS . 1.BROOKLYN TIMBER LLC Town Of Southold 2.FIRST INTERNATIONAL TITLE AGENCY Suffolk Couniy, New York \ Stanley Road I hereby certify that this map was made from an actual survey Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP completed by me on 05/13/2009 and updated 11/25/2020. Survey Of ,Property DISTRICT 1000 �O*-X,-Xa � �,r�� CONSULTINGCENASSOCIATES, SECTION 106.6.00 ENGINEERS AN & LAND SURVEYORS BLOCK 68.00 'TAMARA L..STILLMAN, P.L.S. 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK LOT 076.000NYSPLS No. 50528 " Si,nmyed By. KG/JL 5eele; 1'= 30' sheet No; Drown Bp GLB Date: 12/09/2020 Il 7\20099.000 Fields P Mattituck Engr 8 Survey\Survey Dept\Drawings\20099.000 lot 22,dwg 6/29/2011.4,17 PM Tamara Stillman .. Approved Byi TLS File No. 20099.000 Il [ECZDVF SURVEY OF PROPERTY D D ON THE SUBDIVISION MAP OF THE FIELDS AT MATTITUCK J U L - 8 2021 LOT 22 FILED MARCH 31,2006 AS MAP NO. 11370 BUILDING DEPT. SITUATE AT -. 7 �vl�o� �;jre� oLD MATTITUCK X572 ASPHALT PAVEMENT X56.4 STANLEY T1 XSq.7 53.8 TO\'1 } (PRIVATE ROAD 50' WIDE) TOWN OF SOUTHOLD CONCRETE CURB X57.9 _ I ATV O .74 SUFFOLK COUNTY,NEW YORK X 57.9 83 -- S 73°18_40' E 153.97' -_ AREA OF PARCEL = 31,876± SQ.FT. OR 0.732± ACRE ------- -- I 0 I NOTES 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. I 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. `C I I " 3. ELEVATIONS REFERENCE NAVD 1988. I X S7.3' 1 O D CaUNAUTHORIZED ALTERATION OR ADDITION TOA SURVEY MAP BEARING A LICENSED LAND Ln 1 Q 4SURVEYORS CON LAW.L ISA VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE EDU I 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. J I V I�- x 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE ~ I 1 NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, SAID CERTIFICATIONS 1 SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND I TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. ❑ `� JI 3P6 7 UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITYMARKOUTLOCATED ON 25.7' 1 THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL O 56.6 1 UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE In X -. 4.5' RESPECTIVE UTILITY COMPANIES. q ID " 0 a 8. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. Wor 9. THE SURVEY CLOSES MATHEMATICALLY. 0,6, K 23.5' N 1 .. 13 zo LEGEND Ia ° :7 N ti r A o m T.F.=58.9 3. Q O (L ........... �\ 3.7' , NA ` E ��•ELECTRIC MANHOLE O Q ........... •••CABLE TV BO X _ PST- 114,o CONCRETE a 1LOT NUMBERS U o FOUNDATION p 1�p 5611 8.21 3 6' `~ -T-.•.•••••••.•••UNDERGROUND TELEPHONE \ 3.7' v ••••• •• WATER VALVE® ............ L) L) \ a � ''WATER METER \ 6.1' 6.5' 1 UNDERGROUND ELECTRIC 7.3' o \ /// v? N . N I -W-:::: UNDERGROUND WATER c0i M 4.6 '� � of NEW y ■ .•CONCRETE MONUMENT A1•\' 1 � L. S T O;` TC ..............TOP CURB m ----- 70'P9� \ 'yy * x55.6 SPOT ELEVATION TF. ... ......•••TOP FOUNDATION X 55.5 --_Ww N 80032'58 W z3 9a O� DATE BY DESCRIPTION JAPPROV. BY •\ �F 050528 REVISIONS ` Town of Southold EdLANDSV Suffolk County, New York Stanley Road I hereby certify that this map was made from an actual survey Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP = completed by me on 07101/2021. Foundation As-Built DISTRICT 1000j� L. K. MCLEAN ASSOCIATES, P.C. SECTION 106.00 ^kxga CONSULTING ENGINEERS & LAND SURVEYORS 437 SO. COUNTRY ROAD, BROOKRAVEN, NEW YORK BLOCK 08.00 TAMARA L. STILLMAN,P.L.S. LOT 076.000 - NYSPLS No. 50528 surveyed By. JL/JPL goo,°; 1'= 30' °t"0' S18 Dr.-By. GCB Dote: July 7, 2021 1 P,\20099.000 Fields 8 Mottltuck Engr & Survey\Survey Dept\DrawIngs\LOT 22\20099.000 lot 22 As Bullt.dwg 6/29/2011 4d7 PM Dolvo Matonlene Approved By TLS F11.No. 20099.000 SURVEY OF PROPERTY ON THE SUBDIVISION MAP OF THE FIELDSAT MATTITUCK LOT 22 FICED MARCH 31;2006 AS MAP NO. 11370 SITUATE ATT X 57.2 ASPHALT PAVEMENT X 56.4 STANL`YX 55.6RDAD X 54 T 538 MATTITUCK (PRIVATE X57.9 ROAD 50' WME� TOWN OF SOUTHOLD ` _ - _ ATV SUFFOLK COUNTY;NEW"YORK X 57.9 / 3' S 73 8 E: _'40'- . AREA OF PARCEL = 31,876± SQ.FT. OR 0.732± ACRE 2 8 153,97 - —._ __�_�" -- NOTES - / 1. MEASUREMENiSARE1NACCORDANCEWITH U.S.STANDARDS. wDODED - 2. BEARINGS AND DISTANCES AS SHOWN ON THE FIELDS AT MATTITUCK;FILED MARCH 31,2006 AT 1THE SUFFOLK COUNTY CLERKS OFFICE AS MAP NO.11370. BRUSH ' I" I 3. ELEVATIONS REFERENCE A14 VD 1988: UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND 4. SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION Z OF THE NEW YORK STATE X 57.3 - I 1 O EDUCATION LAW. c 1 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND n SURVEYOR'S EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ti I u 1 BLppK BORDER NEWYORK STATE SSOACCORDANCE WITH C/ATIONOFPROFESSIONAL LAND SURVEYORS. SAID CERTIFICISTING CODE OF PRACTICE FOR LAND SURVEYORS ATIONS BY E IONS oy 1 SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY/S PREPARED AND ON HIS BEHALF TO �^ 1 THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND TO THE ASSIGNEES OF THE LENDING.INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO f ^ STONE"DRIVEWAY i ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. - Q x t 7• UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM U77LITYMARKOUT COATED ON r 3 y I BLOCK BORDER .. UIG"IRR 9�� 26 " 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 774E 26.0' X I J 1 RESPECTIVE UTILITY COMPANIES. 56.6 v W x 1 q � B. RIGHTS-0F-WAY NOT SHOWN ARE NOT CERTIFIED. . a � 3 G of Za¢ 19.8' Y - �+ W� � 9. THE SURVEY CLOSES MATHEMATICALLY. >W A41, A32' N ❑U a ❑ "' NOTE.•AU BURIED UTILITIES(WATER,ELECTRir1TELEPHONEAND GAS)SHOWN ON THIS SUR VEYAREBASEDUPON W �1 B27• OZ v �- AS-BUILTINFORMATION PROVIDED BY THE OWNER/DEVELOPER OR THEIR DULYAIRHORQED REPRESENTATIVES "B37'_ p'6' W (INSTALLER)MEASUREMENTS. S.'�. I ^ ?W❑ m v WOODED 1 - M = 1.7' ¢ a I LEGEND rr AA. ., o � 1 U Z o ?- ❑. ^. .. ~3.70_ 0lal ii �; - _ OE • •ELECTRIC MANHOLE - - 1 ❑ --- _ ~ Q, ..•.......••••CABLE TV BOX - 1 D° yy ' Yo -- X o a.W O 'r' i Qp — -62.5-------=—;� - ..............LOT NUMBERS - o N= wy 56.1 8.3' ti " —I—•;•••.•••.... UNDERGROUND TELEPHONE 0ID ......... .. WATER VALVE RRr —.. W 'WD 0 ra R5.7'Nu 6.5' Wi ///z,--- 21.0'-- 1 DUND Q Ap9 i �o .. I�I� .. ■ N E MDI - 2 23 .. i. W 33 7N II .. LD " U u� j�170,P9� �� 9 x55.6 ..............SPOT ELEVATjMl - a _ ." �Q 2 --- OP FOUNDATION XSS.S D�® —_�p0e'� '��: 8 _ ... �t T F •T N . _ .. ••e1'` DATE BY DESCRIPTION APPROV. BY REVISIONS Town o .Southold ✓S'�D " CjSuffolk Count New York \ LAN . 3010 Stanley Road 1 hereby.certify that this map was made from an actual survey .' Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP 7 completed by me on 01/14/2023:. Final.: Survey DISTRICT 1000 L. K. McLEAN ASSOCIATES, P.C. SECTION- 106.00 CONSULTING ENGINEERS & LAND SURVEYORS BLOCK 08.00 TAMARA L..STILLMAN;P.L.S. 437 So. COUNTRY ROAD, BROOKHAVEN, NEW YORK LOT 076.000 NYSPLS No. 50528 surveyed By. JL/JPL Sheet No." scale: 1'= 34' nro.n By. GLB oat.i:January 20, 2023 SAShored With'Me\Projects\20099.000 Fields a Mattituck£rigr 8 Survey\Survey Dept\Drawings\LOT 22\20099.000 lot 22 Final AB.dwg 1/23/2023 4127 PM Tonara Stillman - .. Approved By,:"TLS Flle No. 20099.000 SURVEY OF PROPERTY r \ SUR .. .. .. W > SUBDIVISION MAP OF: T AT MA TTI LD 3 " �j j LOT 22 FILED MARCH 31, 2006 AS MAP NO. 11370 \ .. SITUATE AT � . MATTITUCK ,• / oo =6 "� `'�r�f �� WN-OF SOUTHOLD R% SUFFOLK COUNTY,NEW YORK /l AREA OF PARCEL = 31 ,876± SQ.FT. OR 0.732± ACRE !�' � `so � ro •00' w. NOTES \ LEGEND i. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. W) `\ QE ELECTRlcMANHOLE 2. ' BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD 83,LONG ISLAND ZONE WATER VALVE .. - \' �. \�Qyc���F WATER METER ELEVATIONS REFERENCE NAVD 1988(GEOIDI2A). o . .. CABLE TV BOX.. / _\ n � 1 UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A ^ I DW DR L LICENSED LAND SURVEYORSEAL IS A VIOLATION OF SECTION 7209, p� l�0\ a TS"9j SUBDIVISION 2,OF THE NEW YORK STATE EDUCATION LAW. Y \ YWE L 'S OSTM _ tDW% ... ...CATCH BASIN 7 ® 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN —T—. ... ..-. .,UNDERGROUND TELEPHDNE \\ ORIGINAL OF THE LAND SURVEYOR'S"EMBOSSED"OR"INKED"SEAL SHALL' Pwy� O "' TELEPHDNE MA41GLE BE CONSIDERED TO BE VALID TRUE COPIES. o "'uNDERGRDUND:ELECTRIC' o. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS UT UNDERGROUND WATER PREPARED INACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR- P1 _ LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF,- c.1 2 - .. ... CONCRETE . .. _ . :o: h, :11G.:"ATIR AGE •. 6�Z4'o _ .. .. .. . . ... - ' �� i �\ �MONUMENT PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN if , a o`'=_'`u, F / p°\+� / PIN WiCAP SET ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS ��� +°�\ 4, 0 BEHALF TO THE TITLE COMPANY,'GOVERNMENTAL AGENCY AND LENDING o �0y iy or �=°�Q°. ��0� INSTITUTION LISTED HEREON AND TO'THE ASSIGNEES OF THE LENDING NST . IRTRANSFERABLE TO ADD1Tl0 // INSTITUTION. CERTIFICATIONS ARE NOT TA NSFE NAL INSTITUTIONS OR SUBSEQUENT OWNERS.. G ': / .to-'. ,•?� .. .. �r f �pyo�� ;• RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. `r + ' `�t����jP� AS–BUILT SANITARY- DISTANCES FROM CORNERS.OF BUILDING 8. THE SURVEY.CLOSESMATHEMATICALLY.; ' A •a ' j, c?:S� k DW sti� �J A B 9. UNDERGROUND UTILITIES IF SHOWN ON THIS SURVEYARE FROM UTILITY \_ 5T32 2T CENTER OF COVER MARKOUT LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFORE I LP 4t' 3T CENTER OF COVER ANY EXCAVATION IS TO BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE RESPECTIVE UTILITYANTES CAM P moo\` 1lr 10. THIS SURVEY WAS MADE WITHOUT THE BENEFIT OF A TITLE REPORT. SUBJECT TO ANY EASEMENTS,UPDATED TITTLE SEARCH MAY REVEAL TIONS OR ENCUMBRANCES s _ SITE PLAN . .. .SCALE: 1'– 40' 7/17/22 MF AS PER COMMENTSDATED 7/9/22 "CFD" .. . ... .. .Q _ - .. .. .. .. o SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 'DATE BY DESCRIPTION APPROV. BY APPROVAL OF CONSTRUCTED WORKS:FOR . o -'_ ASINGLE FAMILY RESIDENCE . - ' i SUFFOLK COUNTY REAL PROPERTY TAX MAP TOWN'.OF SOUTHOLD ..SUFFOLK COUNTY NY:. . F.0 DISTRICT 1000 aDate -8/1612022 HS. Ref No. R-21-0115THE FIELDS AT MATTITUCK . SECTION 106.00 — BLOCK 08.00 The sewage disposal and water supply facilites at this location have been-- LOT 22 SANITARY A — S BUILT a - LOT 076.000' - - - inspected and/or certified by this Department or other agences'and.found ��6FTEIY y0 :27to be satisfactory FOR A MAXIMUM OF ` BEDROOMS. �1P R�is Sri, ;P,F L K'McLEAS N ASSOCIATES, P.C.: CONSULTING ENGINEERS l 7 SOUTH COUNTRY RO.,RROOKNAVEN,NEW YORK 11719 tjlEF 4 Sheet No. aOffice Designed3y: MF/CFD --:I-- AS NOTED CRAIG " EP ER,:PE..0 x Nxoo nw�mwo¢uR s Ra. p e .. ..Wastewater Management –� ceo Wasewat OWe�,. MF oGte: JUNE 2022 - °� w. SUFFOLK. COUNTY DEPARTMENT. OF--HEALTH SERVICES App—.d RAs FIe No. 20099.o00 rcl�/N,I TONIN COMMENTS Z ' ' THE I - OASIS ' ' v N O v A QUALITY NEVI HOME MODEL E3Y IL OA515 AT MATTI TUCK, CORP. L Z Z a 4 ~ o LLI 1 11 IT 11 11 IT 11 11 IT 1 11 IT 11 111111 11 IT 11 11 IT 1 11 IT 11 11 IT 11 WIMMM1111 TII 11IT11 11illl 111111 IliTII IIITII IIITII IIITII IlITIl IIlTI1MI Mrm 0 L1.11A Ll 11 1111 11 1111 11 11 IT 11 1111 11 IT 11 111 1111 111 11 IT 11 111111 11 1111 11 IT 11 1 1 11 IT 11 11 11 11 IT 1 11 11 IT 11 11 IT 11 1 Til 111 11 11 11 1 IT II II IT II 11 11 IT 11 IIITII IIITII 111111 11111 IT 11 11 IT 11 11 IT 11 U I� O v 0 z v 0 111111 1 12 w v t wm zZ 1111.11 11 U 11 1_1 U III I 1111 IIITIl IIITI H 1.1 IL 111111 1111 Z Z dIt Wza — — _Jt- O-►w FINISHEDSEGONDFLOOR _ _ _ _ - - - - - - - - - - - - - - - - - - - [Q r� < = d) OZ - - - - NOTE .NINDEXED TO THE 0 V r 2020 ENERGY CONSERVATION GONSTRUGTION Z Ua o )-- A L O GODS OF NEW YORK STATE Lu OL z RI01.5 COMPLIANCE: This building was designed and shall be +�`- - m < _ O Q� AQ constructed to meet the 2020 EGGGNYS. Both REScheck (U.S. LU Department of Energy) and REM/Rate (Noresco) computer N Q Q software was utllitzed to demonstrate compliance. All Z p K mandatory provisions of the 2020 EGCGNYS - Residential ` Provisions are In force. O RI05.2.2 WRITTEN STATEMENT: To the best of my knowledge, N belief and professional Judgement, these plans comply with the .� p o Energy Code. Furthermore, as a RE5NET certified rater (ID. No. 2614315['!), I certify that these plans comply with tthe Home LA Energy Rating System (HERS) program. A signed ceertification of compliance with the HERS program (HERO) will be submitted FINISHED FIRST FLOOR - - R301of GLe TE ZONEd buildingASuff o demonstrate co pllanae. ¢•.*t. t m ,� ....�.,. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - R301.1 IMA olk,NY . ,. R4012 COMPLIANGE: This project complies with 2) Section R405 :: � «" ' t':J��" 10 FINISHED GRADE ' ' - Simulated Performance Alternative, and the provis>Ions of ,.� Sections R401 through R404 labeled 77 ( � "Mandatory." (t' Mandatory requirements: R40 3 CERTIFICATE: Builder to post per Code. R402.4.1 THERMAL ENVELOPE: Tbe tested d verrified to 3 AGHby •'Ryfy, - HERS rater. See Table R402.4.1.1 In plans. — �•;,s. a..., ,��. •* R402.42 FIREPLACES. Factory built with UL 121 doors. R402.4.3 FENESTRATION: See window/door schedwle R402.4.4 FUEL-BURNING APPLIANCES: All room heating and . 1 p U C T 0 B 2021 D hot water heating appliances to be direct vent with both J Intake and exhaust pipes Installed continuous to) the outside. FU L7I R402.4.5 RECESSED LIGHTING: IG-rated and labelled as L-1 Fi L-1 L — L — J I L — I having an air leakage rate of not greater than 2.0 cfm (� — — J R402.5r MAX. U-FACTOR d SHGG: See window schedule. O R403.1 CONTROLS: See plans for thermostat Information. Q O R403.3.2 DUCT SEALING: All duct Joints shall be Q mechanically fastened and sealed with duct mastic O r - - - - - I- - - - - - - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 t- — — — — — — — — — — — —— — � sealant. Apply mastic to duct seams. ry 1 R403.3.3 DUCT TESTING: A duct air-leakage test IIs not ti- t- f — — — — — — — — — — J required under exceptions I and 2. O Q n/ m L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I L -- - - - - - - - - - - - - - - - - - - - - - - - - - R403.3.5 BUILDINGGAVITIES: Framing cavities shallnot be Z used as ducts or plenums. O `A R403.4 MEGHANIGAL 5Y5TEM PIPING IN50LATION: Insulate mechanical system piping carrying hot water to on dO O V R-value of not less than R-3. R403.5.1 HEATED SERVICE HOT WATER(5HW) CIRCULATION Q r O FRONT ELEVATION SYSTEM: Not In project. R403.6 MECHANICAL VENTILATION: ERV continuous SCALE: 1/4" = 1 ft Q ventilation system specified In the plans exceeds the FLOOR AREA TABLF- minimum efficacy of 1.2 cfm/watt. i d IL 8403.1 HVAC EQUIPMENT: Sized In accordance with ALGA O Manual J and Manual S. FIRST FLOOR 1,102 5f R403,5 MULTIPLE DWELLING SYSTEMS: Not applicableO O aL �— tL SECOND FLOOR 1,200 sf R405A 5NOW MELT: Not in project. — v < 0 Q R403.10 POOLS AN SPAS= Not In project. !L LUA GARAGE 586 sf oeR403.11 PORTABLE SPAS: Not in project. v Z BASEMENT 1,7723 5f R404 LIGHTING: Builder to install high-efficiency lamps in at PORCH 1'15 sf least x0% of permanently installed fixtures. < < W TOTAL LIVING SPACE 2,502 sf 8405 SIMULATED PERFORMANCE ALTERNATIVE: This method was x (- used to show compliance with the Energy Code. REM/Rate Q OL software was used to model the building performace: - see 11- (� CONDITIONED FLOOR AREA 4,625 sf 2020 IEGG Energy Cost Compliance report provided with (INCLUDES BASEMENT) Permit Application. RE5check was used to model the building Q-1 INFILTRATION VOLUME 55,020 0 performance based on national standards - see REC.check W (INCLUDES ATTIC, 4 BASEMENT) Compliance Certificate and Inspection Checklist provided with IL O Permit Application. O UJ 1L � dJ O O to NE,-)EX TO I7RAN I NO S DRAWING No. COVER 4 ELEVATION A-I DATE: OCTOBER 2021 ELEVATIONS A-2 FOUNDATION PLAN A-5 FIRST FLOOR PLAN A-4 D COVER $ 2nd FLOOR PLAN A-5 HALL BRACING PLAN A-6 ELEVATIONS ROOF PLAN A-1 OCT 2 ? 2021 SECTIONS 8 DETAILS A-8 BUILDING DEPT. DRAWING NUMBER NOTES A-q TJI-DETAILS A-10 TOWN OF SOUTHIOLD 1A - O f- v I IT 11 11 IT 11 111111 11 1 11 11 11 1 1 111 111111 I1ITiI 111111 Will 111111 111111 IIIJ11 11 IT 11 11 IT 11 11 It 11 111111 IITII 11 ITII III I 1 11 111 till 111111 Hill III Hill11 11 IT 11 11 IT 11 11 If 11 11 if 1 11 11 11 11 fill 11 111111 11 11 1 1 11 1 11 11 111 11 Will 11111 Mil I 111 111111 111HI IIITII 111 11 111111 111111 1111il 111111 111111 111111 111 11 111111 HIII 1 111111 11 ITII IIITII IIITII IiIIII 111 11 1 11 1111 111111 Will 11 0 111111 11 IT 11 11 IT 11 11 IT 11 111111 11 IT 11 11 IT 11 11 IT 11 111111 11111111 1 11 IT I I I I I 11111111 11 1 11 11 11 11 IT 11 11v 11 11 IT 11 1111 11 11 111 1 1 11 111111 Ilifil 1111 11 IIITII 11111111 111 IIITII 1111 111111 1 41*11 P11WIA"11 0 If 11 11 1 111111 111111 111111 11 1 1 1 11 1 1 11 11 IT 11 11 11 11 11 IT 11 1 11 11 11 11 11 11 IT 11 11 IT 11 11 11 11 II.LLLI.11 U U 11 U 11 111111 IT III I 1 11 IT 11 11 1111 IT 11 11 If 11 11 IT 11 11 If 11 11 1 111111 11 1 IT 11 11 if 11 11111111111111 11111111 11111 11111 0 w � I If if if if I 111 O N Z — Q 11 11 IT If 111111 IIITII IIITII 11 1 1111 11 11 IT I 1 11 1 IT 11 111111 11 IT 11 11 IT 11 111111 11 11 11 111 lilt 11 IIITII WITH 111111 111111 111 11 11 IT II II IT 11 fill 1 1111 11 ILLI..LLJ _LL 11 11 fill 11 IIH If fill 1! 1 11 HIT 11 111 1 111 1 11 Q o l 11111 [fill[ 1111i 1 11 It 11 If IT 11 1 fill 11 111111 fill 11 IT 11 111111 1111 1 11 IT 11 111111 11 IT 11 1111 1 HIT 11 Till 11 111 11 1 1 11 1111111111 1 11 If 11 1111 11 1 IT I I 1 11 1 1 1 1 11 IT 11 11 11 111111 111111 HIT 11 I'll 111111 HIT 11 1111 111 tu TL_WI1 11 11 IT 11 11 IT 11 1111 11 IT 11 11 If 11 111111 1 1 1 11 1 11 1 if I I Ii It 11 11 If 11 11 IT I IT 11 111111 11 IT 11 11 IT 11 11 11 r It 11 111111 111111 11 IT 11 11 IT 11 111"11 If 11 11 1 11 11 111 11 1111 11 1111 IINY, 111111 111111 � 111111 111111 11IT11 11 11 IT 11 11 IT 1 11 IIITII 11IT11 111111 111 IT if Mill 111111 11 if 11 1111 1H 1 111111 11 IT 11 11 11 _114 If 11 111111 111111 11 IT 11 111 11 1 11 IIITII IIITII III I I I IT 11 1111 11 11 1 11 11 if 11 11 if I 111111 If It 11 11 IT 1 11 if 11 IT 11 111111 111 1 ennd,, 111111 1 if 11 11111 lt �IT H 111 M 11 if I 1 11 1111 11 1111 11 11 11 11 11 11 11 Till IIH 11 111111 111111 11 It 11 11 IT 11 11 IT iT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 IITT 11 TIMI -11 11 III I I 1 11 Till IM IT11 111111 Mill 111111 IIITII HITII J11TH IIITII HIT tu 111 11 IT 11 11 IT 11 11 It 11 11 It 11 11 IT 11 111111 11 It 11 11 IT 111 11111 111 111 1 if I 1 111111 111111 1111-11 IIITII 111 11 11 11 fill 111 111111 IIITII p 11 11 IT 11 11 IT 11 11 MI ITT! 111111 111111 11 IT 71 P 1� s OL � in F_ O — Jtf' OJW REAR ELEVATION ON uuo11 � }- <- F o Z SCALE :I /4 I ft QOL � � --w � O w <� �cj �y QQ 1� Qp � z 11 11 fill 11 IT 11 1111 11 11 IT 11 11 IT 11 1111 Till III I I Mill 111 11 IT 11 11111 11 11 if 111111 11 IT 11 11 IT 11 1 11 Will 111111 Q �ae..pp4Pe• fNIIITII 111111 111111 111111 111 11 111111 Will I R'tc 11 IT 11 111111 1111 #Pllwpll% I IIITH:��l 11 fill 11 111 1111 111111 111111 111111 11 IT 11 U L It's" 1 L p :LIVERED OCT D 8 2021 A J r O O � d) HillO � r .z 12 11 11 11 1112 12 8 O O 1L K1 4f— OOz O - - - - - - - - — - - - - - - - - - - — - - - - - - - - - - 12 O ~ V W —I 4 y r 0 d LL F— N IL - EB E3 ® ® ® ® ® ® LUa X .,?- z � 4 ® 0 E3 ® El 1313 ® < - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -LMJ - - - - - - - - - - - - - - - - - vo (v OL 1313 1313 ® ® 1313 ® ® ® � M ® z cjW o � j O= N LL I O N � O � m 0 J DATE: OCTOBER 2021 51r7)F- ELEVATION SIDE ELEVATION SCALE: 1/4" = 1 ft SCALE: 1/4" = I ft REAR $ SIDE ELEVATIONS DRAWING NUMBER M A - 2 2x8 [UG3B] P.T. LEDGER 235# ASPHALT SHINGLES;MIN. (4)-FA5TENER5 PER z 1/2"N x 4" GALV. LAG 56REN5 AT 16" O.G. STAGGERED STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE Q [R507.2] [Rc105.2.61 O '75'-b" No. 15 ASPHALT FELT UNDERLAYMENT [Rg05.1,1] _ TWO LAYERS 2:12 TO 4:12 5LOPE5;ONE LAYER > 4:12 42'-&" 2'-0" SELF-ADHERING POLYMER-MODIFIED BITUMEN ICE SHIELD BARRIER [Rgz05.1.2] 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 5LOPE5 Q 0 11 1 4- 5-6' 14'-0" 6'-6" 12'-O' 36" INSIDE EXTERIOR WALL LINE FOR > 8:12 SLOPES 1/2" STRUCTURAL PANEL SHEATHING [Rb03.2] LL Q A P.G. FTG DECK LATERAL CONNECTION [R507.g.2] R-3g CLOSED-CELL SPRAY FOAM (5PF) INSULATION q -I 51 MP50N DTT2 Ej j A-8 - - - - - - - - INSTALL IAN M NUFAGTURER'5 SPECIFICATIONS (TYPICAL-2) > SOLID WOOD BLOCKING z N EGRESS WINDOW WELL - - - - - - -i (2)-2x8P.T. GDR - - - --- 8" CONCRETE STEM WALL ON (V _ J L _ J L J 16" x s" P.G. FOOTING W o U_ o DECK 8 I _ _ I PROVIDE FALL PROTECTION F- BASEMENT ENTRANCE STAIRS ind3 A _ (TYP-3) CEILING JOIST d 8" REINFORCED CONCRETE RETAINING WALL I I �' fl �D ABOVE ip I #4 REBAR AT 12" ON-GENTER EACH WAY to I I I I X cn I I I I DRIP EDGE [Rg05.2.8.5] STANDARD HOOK AND LAP INTO Ib" x 8" P.G. J L0_ - _J L - - N d - _ - 1 L I� -J L - - - _ _ _ _ _ _ Ix8 WOOD FASCIA # _J FOOTING. 2" MIN REBARCOVER - - - - - - - - - - - - - - - 3 I/2" GYPSUM NALLBOARD i SOFFIT VENT - - - - - - DOUBLE 2x TOP PLATE VINYL SIDING. ATTACH THROUGH RIGID is/e R I - - - - - - - - - - - - - - - - - - - - - - - - -- - - _ _ _ _ _ _ _ _ _ I MINIMUM 24" LAP SPLICE LENGTH [R602.3.2] J INSULATION TO WOOD FRAMING PER - - - - -- - - - - - - - - - -- -' - - - i- 2836 CASEMENT 2836 CASEMENT GAS WATER HEATER I J MANUFACTURER'S INSTRUCTIONS FOR HIGH-HIND TT I EGRESS WINDOW EGRESS HINDOW A. O. SMITH HI„I I i AREAS AND TO RES15T A MINIMUM 28 psf - - -- - - -- - -- - -- - -- _ - - - - - _ GPVT 50 200 O I � J SUCTION LOAD (EXPOSURE 8) OR 40 psf •�' r " H ND ZAII. [ 11.78] GONG PLAT I CAPACITY = 50 gal I I i (EXPOSURE G). AND STEPS IO EMERGENCY ESCAPE 4 I I Z i N 15 R 5E - DR O LL RESCUE OPENING [R310] - 4-3'- L - 3068 I -I PLASTIC HOU5EHRAP INSTALLED UNDER FOAM ll__ INSULATIN. INSTALL AND E ALL 2x4 HALL STUDS AT 16" O.G. MANUFA OTURER'5 INSTRUCTIONS[ RI03.1 PER - - -- - - - - - - -i I R-15 UNFAGED FIBERGLASS BATT INSULATION z E N I \Z R-5 I-INGH THICK EXTRUDED POLYSTYRENE (XP5) 2x8 PLATFORM d Q I �' 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL USING O ' ! nBASEMENT u- q GAP-HEAD NAILS HITH A MINIMUM 3/4" i a O I R-13 2" CLOSED-CELL 5PF INSULATION PENETRATION;SPACED 12" O.G. PERIMETER AND c0 4" P.G. SLAB m wIb I I (ALSO AT RIM JOIST IN SECOND O.G. FIELD. ry z _ FLOOR PLATFORM - NOT 5HOHN) I< I ; 1 NOTE: 12 � I J 1/2 STRUCTURAL PANEL SHEATHING I� s HOLDDOVIN5 ARE n NOT REQUIRED FOR d I 3/4" STRUCTURAL PANEL SUBFLOOR O iU DOUBLE FRAME _ I I 2x SOLE PLATE I„z AT STAIRS I I ® THIS PROJECT. AFGO ZIP MODEL 4x 0 Gp w 5 4"(P 5TL COLUMN 2x BAND JOIST I I �z 0. I '' 1 ON 2'-6"x2'-6"xDEEP P.G. FTG. IO O I ! 1 CD ----.. w/(3)-#4 RE 1z 2x6 PRESERVATIVE TREATED SILL [UG2] 1L REBAR EACH WAY I I c0 Q O -- 1 (ENGINEERED DE510N) I " N I IQ Oq i I (TYPIGAL-7) I I-6 FLOOR JOISTS m I �0 D 1 (2)-1.75x14 LVL GDR I L COPPER TERMITE SHIELD Iu d I f (ENGINEERED DESIGN) I , OVER SILL SEAL _ _ _ _ _ _ _ _ _ i -A- ll EXTEND SIDING TO WITHIN 12" OF FINAL Iq I I i- -1 [- -1 i- -1 i- -1 (- F_ -7 i- -I L - I � HOOD SILL PLATE TO FOUNDATION ANCHORAGE GRADE FOR HISTORIC DISTRICTS `o - I --I -- - -- -- I-- I r [R403.1.6] _ ( UNEXCAVATED I - --"�� -cam- 2 --r -� c -- m MINIMUM)2" dda. ANCHOR BOLTS SPACED NOT N I I I I I I I I I ( I I I I I BEAM POCKET I GREATER THAN 6 FEET ON-CENTER EMBEDDED L - - J L - - J L - - J L - - J L _ _ J L _ __J L - - J (•I^(P-2) I I NOT LE55 THAN 7" INTO CONCRETE OR GROUTED FINISH GRADE 0 CELLS OF CONCRETE MASONRY UNITS. THE Z l 1 6-2" 6'-6" b- 6'-6" 6'-b" 6'-6" 6'-6" b'-2" I i _ BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD _ r OF THE HIDTH OF THE PLATE. A NUT AND W (� BOLT THERE S HALL E NOTE EHER THAN TWO z 1 1 1 !1- m W O IN I J l-1 IO I I 10" POURED CONCRETE FOUNDATION STEM WALL - BOLTS PER PLATE SECTION WITH ONE BOLT O "w L (f 1 M z Q z LOCATED NOT MORE THAN 12 INCHES OR LE55 z I- p Vv z I- !�1 I1u g I I VERTICAL REINFORCEMENT: #4 REBAR AT 12" O.G. I L_ - - - THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH FL J5 'U z IY4" TO 43/4' CONCRETE COVER FROM IN51DE FACE END OF THE PLATE SECTION. HALLS 24 INCHES .. N O }- z Q d z IX •fl I 66 HORIZONTAL REINFORCEMENT: #4 REBAR AT 18" O.G. z I _ I TOTAL LENGTH OR SHORTER SHALL HAVE NOT �n z z m - - Q WW O �t da- dJZ TOP BAR WITHIN 12' OF TOP OF HALL q I (- I FEHER THAN ONE ANCHOR BOLT LOCATED IN THE `--a (� iv �- d >- O Z d I I UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING z I CENTER THIRD OF THE PLATE SECTION AND "' 10 r I I I I -' z 1-1.-1 13 )- L z MINIMUM 3-O BELOW GRADE _ d N I I SHALL BE ATTACHED TO ADJACENT HALL d u m ca Q w I IO I I PANELS AT CORNERS AS 5HOHN IN ITEM g OF o Q N v. y Q 1U >, iV U d Q W I p TABLE R602.3(U. CO Q- . z t J p-• / � ® Q qi LU q � �� v �0. n 4� Iq I I I m i - - - J R-11 BASEMENT WALL BLANKET INSULATION C3 z O_ O a a ry O `,Q � P.G. FOUNDATION WALL WITH UNBALANCED BACKFILL d N d w= !Y O j v ) I L - - - - - - - - - -i I - I I LESS THAN OR EQUAL TO 8 ft: CONTINUOUS -�- OLL d) Z A - - - - - - - dJ I L - _ .- - - - - - - - - - _ _ - - _ _ - - - - - � I_ - I w I I HORIZONTAL REINFORCEMENT OF ONENo. 4BAR � VWD N I I I I r WITHIN 12 INCHES OF THE TOP OF WALL STORY AND O O iL-� - I m I I `p I I . ONE No. 4 BAR NEAR MID-HEIGHT OF THE HALL N Z L - - - - - - - - - - I o - - _ DECK 2x8 [UG3B] P.T. LEDGER I Q STORY;OTHERWISE, SEE PLANS [TABLE R404.1.2(1)] O p - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O I S ABOVE I I 1/2",P x 4" GALV. LAG SCREW5 AT 16" O.G. EXPANSION JOINT 1 dJ iu - - - - - - - - -- - - - u 6 NII I STAGGERED [R507.g] I z IQ1z x i I I i 4" P.G. FLOOR SLAB O d I a"s.P•?t•. ��� fir. 1pTps,n.,4 POURED CONCRETE FOOTING ON UNDISTURBED SOIL [R403.1] _ : _O IsArero. m r 6 MIL POLYETHYLENE FILM ] �'*? pCONTINUOUS UNDER STEMWALL cR w�`. < ` z°`r i +- (2)-2x]OP_T. GDR -- }- ® -- -- -- - } - - - - - - - ----- - - - - - - - - - - - - " �',f '�� - - All e'll - - - - - P.G. FTG - - - - TYi�I GAL NALL SECT 1 ON . a c �a A L- - - - - - - - - - - - - - SCALE: NTS op,�,.s�AK•yn... 2021 2" 2" 22'-I0" 10'-O" 22'-0" Q s O a d�- 75'-0" 4"x4" [U64B] PRESERVATIVE TREATED POST WTH GALV. METAL P05T BASE ANCHOR ON �/ m 12"(P x b'-O" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON z 24" x 24" x 12" DEEP P.G. FOOTIN WITH(2)-#4 REBAR EACH HAY, REBAR 4" ABOVE BOTTOM Q O MAXIMUM SUPPORTED LOAD AT 7' DESIGN DEPTH = 18k IN PRESUMPTIVE 2k BEARING 501L (TYP-b) (ENGINEERED DESIGN) Q FOUNDATION PLAN SCALE: I/4" = 1 ft 1L O STRUCTURAL DESIGN NOTE 1U tu u�� Z AC In accordance with the 2020 ROWS; structural << Z WINDOW AND DOOR SCHEDULE elements such as engineered wood, steel and < ams, headers and steel/wood composite columns, be 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 g OL 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 sq 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON 1) resist gravity loads, and Q -1 B PELLA 250 SERIES 3-0/3-0 311/4"x 12 3116" 2.60 sf 6.00 sf 2.60 sf 9.0 sf U=0.32 SHGC=0.29 -22.0/-29.7 psf[20 sf] 36"x 36" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON a[ 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 sq 76"x 62" C SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON -•�1L 2) are not contained In the prescriptive design Q y 0 D PELLA 250 SERIES 3-WIDE 9-015-0 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 E PELLA 250 SERIES 2-0/3-0 19 1/4"x 12 3116" 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 �O 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 sf] 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 27 1/4"x 37 1/4" 7.00 sf 6.30 sf 7.00 sf 9.3 sf U=0.28 SHGC=0.29 -22.0/-29.7 psf[20 sf] 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 sf] 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 -22.01-29.7 psf(20 sfj 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 t sf - 64 t sf 64 t sf N/A N/A -23.0/-27.8 psf[50 sf] CHECK UNIT L RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS i) resist 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 sfJ CHECK UNIT M SOLID PANEL SIDE DOOR,MAHOGANY 2) are not contained in the prescriptive design FOUNDATION PLAN N THERMA-TRU SMOOTH-STAR SSF220 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.18 SHGC=0.01 N/A CHECK UNIT N SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR provisions of the 2020 RGNYS TYPICAL WALL SECTION 0 CUSTOM 2'-8"x 4'-4"INSULATED DOOR 32"x 52" 11.5 sf 0 sf N/A 11.5 sf R=5.0 N/A N/A AS REQ'D O SITE-BUILT ATTIC ACCESS DOOR WITH V RIGID XPS INSULATION P THERNIA-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 DOCR were designed in accordance with ASCE 1-16 wind MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED provisions and acceptable engineering practice. DRAWING NUMBER MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[_sf) where such elements occur in the tans, the Are ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 annotated "ENGINEERED DESIGN ." y A - 5 -7 z Oz 31'-0" 42'-ro" 2'-0",, IL 1-05ED-CELL5PIF 6-41' W ------- ILI MAJE5TIG QUARTZ 32 DIRECT VENT GAS FIREPLACE. z INSULATE 4 AIR-SEAL ALL KNLL5, CEILING AND FLOOR OF cV rE3' rA GYPSUM BOARD THE CHASE. INSIDE WALL HOOD STEPS SURFACES SHALL 13E CONTINUOUS BEAD OF 5HEETROCKED AND TAPED. SEALANT WALL SHIELD AND CEILING FIRE5TOP5 SHALL BE CAULKED 6YPSUM BOARD DECK WITH CAULK HAVING A 300° F 5/4x6 DECKIN5 MINIMUM CONTINUOUS EXPOSURE ATTIC PATHWAY FOR SOLAR ELECTRIC [7I03.5] (2)-l.-75 x 14 LVL HDR RATING. COAXIAL VENT HAS — INSTALL 2"(P VERTICAL SCHEDULE 950 PV6 CONDUIT 15' LONG HALL LINE ABOVE OUTSIDE COMBUSTION AIR CONTINUOUS BEAD OF THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLUGS INTAKE. SEALANT OR Q&fj5.AT<d_=&��TERMINU5 [E3802.3.2]. HALL IN ROOF 40'40 C1050 CONTINUOUS MINIMAL OVERHANG AREA EXPANDING FOAM AT WINDOW UNIT PERIMETER 3000 SL 6000 SLDR 3000 5L (2)-l.-75 x 11.8>-75 LVL HDR r---T- 36" GUARD [R312.1] 4 WINDOW UNIT --------- - ------------------------ ---------- I Z' BASEMENT ENTRANCE WALL LINE ABOVE NOTE: q'-O" CEILING HEIGHT 11 r-------------------1 DOWN KITCHEN = ;I THROUGHOUT FIRST STORY It PL NTE Ht. 5'-E �F- F LAI-E H_ q'-I" ASF (=-XGEPT FOYER) CONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW L-------j --------------------- l-______-.1.1 UNIT PERIMETER -F= elIN U~11 f II 23'-4 1/2" T-0 1/2" C�LU Y m m o Q 1 I tX l I I cT ® �9 1/2" 5ANOV41CH FJ BETWEEN (4) RR Q) 'z C) cv F _1 LU USE (3)-5/4" x 10" THROUGH BOLTS Q CONTINUOUS BEAD OF AT GONNEGTIRN LL < U_ ell FAMILY ROOM 1z SEALANT ---------------I U_ x 41-3" 0 UJ IU 6 1(3 Dit PLYWOOD SHEATHING UNDER 10 zz PL WOOD SHEATHING UNDER !I 1GYPSUM BOARD FOR H5P I 1 0 YP5UM BOARD FOR V45P IL------------ r GYPSUM BOARD BRACED WALL LINE i z BRACED HALL LINE 0 A LE I �uj Z OARAOE A Pro I TEr-HNOLOOIE5 CONTINUOUS BEAD OF Q 1,- 1/2 d) I I I ADHESIVE d) 5" P.G. SLAB x D_ = I I __"" , I MODEL T'705 SMOKE 4 G.O. x PITCHED TO DOOR U) Q_ PROGRAMMABLE �_ IETECTOR-(TYF) N ilt-. THERM05TAT CONTINUOUS BEAD OF SEALANT WALL LINE ABOVE 28'70 00 .25 cfm CONT. < SELF-CLOSING 20-min 1, 1z TO ERV '7" x -7" PSL COLUMN F.R. DOOR(R-30.2.5.1]-7i a -1 LN 2" CLOSED-CELL SPF FLUSH HDR M [MI505,41 4x GL C) 6. dJ ----------------- ,- / POS 2'-1" 4" 90 1�)-I.75 x 16 LVL FLUSH HOR -4x4 P05T �x�4 23)1-1.15 x 16 LVL DROP HDR x4 PTP (ENGINEERED E;E!;I"jN) 50 4,4 BATH (ENGINEERED DESIGN) 05T FOS POST U) V- 0 to LU LU --------------- INTERIOR GARAGE KALL5 PL�YNOOD SHEATHING UNDER,-/ 610 A, 1610 LU CONTINUOUS BEAD OF R-15 BATT INSULATION &-�R51,M BOARD FOR H$i6 (2)-2 (1) 0 20 cfm rONT. z z: SEALANT )12" GYPSUM BOARD \,BRACED HALL�JNE 24-1 _j (3 -1 to I' t LL I <— TO ERV GYPSUM BOARD CA [M1505.41 QARAG7E GEILINa 7 > Z 7 w/D � I - " GYPSUM BOARD Q _j I L4 Q FOYER 43 d) < t- Z [TABLE R302.6] OPEN TO ABOVE OL < UA ld dl� lQ CD 1z 6 N IL 1X PLYWOOD 5HEATHIN& UNDER < <-1 2 _ - n (01 y _1 CONTINUOUS BEAD OF d� OYP5UM E30ARD FOR H5P ly T"� I MASTER BR SUITE TE 1 6 < I LL SEALANT BRACED HALL LINE i6 DINING ROOM =6 ---------------- > < 1/2 C) LU 1z W Mz wu 10'-3 1/2" LU < < CONTINUOUS MINIMAL 7 EXPANDING FOAM AT V41NOOH -7 < C� Q PLYWOOD 5HEATHINO UNDER < GYPSUM BOARD FOR 1z UNIT PERIMETER HEAT DETECTOR 1z x -7 ----------- ----i BRACED HALL LINE UJ 5 -9 ABOVE SHOWER HALL LINE WINDOW UNIT(OR 50'70/(2)-lo 5L TYPICAL BEARING z LL (SHADED)WEATHER-PROOF POOR) PANEL/ 22--1" 1z - ---------------------Ai6l -------------- T 7777777777-77'�777� WALL LINE 7� L14 (Z-1.15 x 11.5-75 LVL HDR 5050 I i1CONTINUOUS MINIMAL FORGH 24-70 ....... clo!50 EXPANDING FOAM AT WINDOW 20 cfm CONT. @) 5/4xb DECKING V. UNIT PERIMETER TO ERV 2t CM1505.41 3 1/2" 31/21, z" ------ PROVIDE RE:�ERVED SPACE IN 5ERVI GE PANEL FOR W-511 /2" 61-8> 1 FUTURE 50LA R ELECTRIC INSTALLATION [TIO3.1] '7" x I" FIN15HED COLUMN ;r ,r _� r M # 9>xb P.T.P05T PLATE Ht. b'-5" ASF PLATE Ht. q'-I" ASF (TYP-3) (2)-l.-75 x 11.875 LVL HDR CONTINUOUS BEAD OF SEALANT (2)-2xI2 P.T. HDR C1050 r. 2021 HOOD 5TEP5 OCT &YF5UM BOARD CONTINUOUS BEAD OF 6-4" 101-011 -7'-6>" W-b" ADHESIVE 11 Ii CONTINUOUS BEAD OF '7'-4" 13'-0" 101-0.. SEALANT 221-011 3: dl� dj 2" CLOSED-GELL SPF Q LL t- O d) 0 CONTINUOUS �ONTINUOI,15 5ILL SEALER FULL WIDTH OF SILL IL FOUNDATION WALL < 6 CONCRETE SLAB ILI FIRST FLOOR PLAN STRUCTURAL DESIGN NOTE %J SCALE: 1/4" ft ki Z' In accordance with the 2020 R0N"'r5; structural < elements such as engineered wood, steel and steel/Hood composite columns, beams, headers and < girders that: 1) resist gravity loads, and 0 LU tL 2) are not contained in the prescriptive design provisions of the 2020 RONY5 IL IL NOTE: IT 15 THE INTENT TO PROVIDE FORA O CONTINUOUS AIR BARRIER ALIGNED WITH THE were designed in accordance Nith THERMAL ENVELOPE. TH15 DETAIL 5HOV45 l TYPICAL METHODS OF AIR-SEALING U51NO ANSI/ANO Nl:)5-201.5 with 2015 supplement. VARIOUS BUILDING ELEMENTS, APPROVED ADHE51VE5 AND SEALANTS. FRAMING Structural elements such as walls and fenestration CONFIGURATIONS NOT SHOHN, 5UCH AS that: CANTILEVERS AND STAIRWELLS, SHALL BE SEALED IN A SIMILAR MANNER TO PROVIDE FOR VATE: OCTOBER 2021 A CONTINUOUS AIR BARRIER ALIGNED WITH THE 1) resist wind loods, and THERMAL ENVELOPE IN ALL LOCATIONS. 2) are not contained In the prescriptive design FIRST FLOOR provisions of the 2020 RCNY5 PLAN Here designed in accordance with A50E -1-16 Hind AIR SEAL INO DETAILS provisions and acceptable engineering practice. DRAWING NUMBER SCALE: 5/4" 1 ft where such elements occur in the plans, they are-0�00_ Z XSHOHER 12 4- IL S IVER ............ annotated "ENGINEERED DESIGN." A - 4 A A-8 Z E- (�v I- Z v a 3'-q 3/4" I4'-2 1/4., r----�r4r----� 6'-4,. 3'_8„ 3._8„ CJ IL W------------ Q --------I O I I Z I I O O I I I rI 0 4]-------- HL-1 WALL LINE BELOW6452 HAZARD 6LA IN6 [R308. LLaJ �OL- I I I 'f� E 2x6 GJ AT 16" o.cIL . � 4°4 P G 3 I �p 4°4°PIG i t74z j r------------------------------------------ -- -------------- _ _ __ _ (2)-I.-75_x 11.875 LV_L_FL HDR__ , M BATH I 7'-0 1/2" -- (ENGINEERED DESIGN) m 8'-O" G Ht I I DOUBLE WALL STUDS - 4'-I I" Ir------- 3 I/2" 3 1/2" iv BEDROOM 4 0 3'-3 1 " I - 2x8 PLATFORM I j^(.I.G. \ B'-O" G Ht m I oO I I - I 20 cfm CONT. Z m BATH I I Q TO ERV (F) I I [MI505.4] I I tN I J m WHOLE-HOUSE MECHANICAL VENTILATION [R403.663 LQF 2470 I r cv 5'-10" I LENNOX HEALTHY CLIMATE ERV5-1'75-TPD ENERGY RECOVERY VENTILATOR 4'-0" - I- ____ 20 cfm CONT. ~ TO ERV 4'-2 I/2 Q Pro I TEGHNOLOeIE5 I I - INSTALL ERV UNIT IN CONDITIONED ATTIC. - I I DUCTS 5HALL NOT BE CONNECTED TO THE HVAC SYSTEM. nz I I LZ -7 [M1505.41 N N -r MODEL T705 1 p : I I z 1 ! v PROGRAMMABLE 010 m I x I z Q 1 m m RV/ THERMOSTAT I 287 ------------- j m I ,m cv I cv 1 SHOWER HEALTHY CLIMATE HERV VENTILATION PUSH BUTTON CONTROL ______ _______�_ n __ INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. P N I 247° 287° STALE AIR TO OUTSIDE AND FRESH AIR FROM OUTSIDE: 6 dla. DUCTS . I _ � LIN N I 36" GUARD[R312.I1 ` � i �� r Q -1-11� N C� US 2e-70 �� SLOPED GEILIN6 i CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL a5P07 I ® �— — —� IA.G. ll ,ETUURN� m I -------------------------------- -;p I HVAG EQUIPMENT IN ATTIC SMOKE R G.O. HALL N \ / / cn (2)-2x10 DOOR HEADER I I I � FRESH AIR TO INSIDE DIFFUSER IN HALLWAY: 6' dia. DUCT GAS OR PROPANE FURNACE: LENNOX ELIx6UH070XE36B SLOPED x DETECTOR (TYP) �— — — � IN BEARING WALLS AS SHOWN o I m STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. CLA55 IV DIRECT VENTED TO OUTSIDE;AHRI 20184x5-10 GEILINi I STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL ISN48 I HEATING GAP: 64,000 Btuh;AFUE = %.l Q �— — —� -_(2)-1.75x{1.875 LVL FLUSH HDR _ (TYPICAL-5) I _ ___ __ _ g P05T UP _ -- N ALL DUCTS INSULATED TO R-4.2 i — -_ �wwKw m� ---- N 287° 2x1° � TRIPLE GJ UNDER POST F- I INDOOR COIL: LENNOX GH35-30B+TDR I BEARING WALL � (ENCINEEREID DESIGN) I I Q , r I RIGID INSUL , I SYSTEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE [MI505.4.4]: OUTDOOR UNIT: LENNOX ML14XC1-036-23OG;AHRI 2033-146g0 ON ATTIC I - I S \ / I I m MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM I GOOLIN6 GAP. 34,800 Btuh;SEER = 15.10 12 x 12 AIR ® 36' GUARD [R312.1] I X U I ACCESS DOOR S � AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. INSTALL IAW MANUFACTURER'S SPECIFICATIONS I _ TRANSFER GRILL 7,4 I /—\- O I 2844 LAUNDRY IN GEILIN6 l� I Lu wl N I W I l� '� DRYER EXHAWST v I MASTER BR 5U I TE 2 ' l Ln H I I DRYE WASHER OPEN TO BELOW a' Ht TRAY GEILIN6 i 4 w•I•G• I�1 1 (n W J1_I v Z W Z 2x8 GJ AT 16" o.c. i �i i — — -I U- Q J W _ BEDROOM 3 U Z �� � z a 8'-O" G Ht m_ 3 1/2" N 3 I)2„ 12" ABOVE PLATE I WWp ',II -'' d — t- 13 Z ---- i 14'-5" I 2°3o Q0. J 4� 0-Z Z ----------- ----- DOUBLE WALL STUDS i 3 1/2" O i Q O�W cq ® LU O NX 0- N n, <� (2)-2xio HDR ; i N rO� 1��. > p< 2610 12'-5„ 51042 EYEBROW PIG J--------------------------- 11 Ll SLOPED GEILIN6 I I (2)-1.75 x 11.875 LVL 7N HDR dJ I -- -- -- -- WALL LINE BELOW (ENGINEERED DE51GtU N cn I a 2 L-----------------------------------------------------------� E 2x6 GJ AT 16" o.c. m I O 6 5 I I 6452 PLATE HEIGHT I O Q'-5" ABOVE 5UBFI7bOR � (� I I , i-1 I I I I I I / ,I 1 ` SEAL I t iV 1 `O 1 ES I WALL LINE BELOW I ,.,�'�i`�''•�•=`t�'��°J] ',"m �� TABLE R402.4.1.1 .2020 I L_ .a. ------------------ -- �. AIR BARRIER AND INSULATION INSTALLATION I --I -- COMPONENT AIR BARRIER CRITERIA -------------------- INSULATION INSTALLATION ' CRITERIA I I A continuous air barrier shall be installed in the L-----------------------------J i„�, w«c•• \.';,• buildirg envelope. General requirements The exterior thermal envelope contains a Air-permeable Insulation shall not be used as f t a sealing material. u " " continuousairbarrier. 6-6 6-6 7-6 7-6 3-4 3'-8 r• ter! E.,.-t•�4 �� Breaks or'oints in the air barrier shall be sealed. -7'-0" ®E .11VERED OCT D 8 7021 The air barrier in any dropped ceiling/soffit shall be -O" 10-CJ IS-O aligned with the Insulation and any gaps in the air The Ceiling/attic barrier shall be sealed. shall i be aligned with he air barrier.ion In any dropped gfsofl it Access openings,drop down stairs orknee wall doors to unconditioned attic spaces shall be sealed. Cavities within corners and headers of frame ThejuncUon of the foundation and sill plate shall be walls shall be insulated by completely filling b sealed. the resistance of a material having a thermal 5 . ON� FLOOR PL 1 N Q resistance of R-3 per Inch minimum. `/./. x111 u� � Walls The junction of the top plate and the top of exterior A 0LL wails shall be sealed. Extedorthermal envelope insulation for „ OL SCALE: 1/4 = 1 ft framed walls shall be installed In substantial A_8 i Knee walls shall be sealed. contact and continuous alignment with the air O barrier. Q 0 Windows,skylights and doors The space between window/doorjambs and framing,and skylights and framing shall be sealed. �Q W Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floor framIng cavity insulation shall be 0 x installed to maintain permanent contact with the underside of subfloor decking Floors including cantilevered floors The aiirbarrier shall be installed at any exposed Alternatively,floor framIng cavity insulation V F- shall be in contactwith the top side of O Q L O r and floors above garages. edge of insulation. SOLARREADY }. sheathing orcontlnuous insulation Installed - 1— V on the underside of floor framing,and CERTIFICATE extending from the bottom to the top of all < p erimeter floor framing members. Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided This home has STRUCTURAL DESIGN NOTE Crawl space walls covered with a Class I vapor retarder with Instead of floor Insulation,shall be incorporated features at T g (K v overlapping oints taped. permanently attached to the walls. the time of initial In accordance with the 2020 ROWS; structural << Shafts,penetrations opening to exterior or unconditioned space shall be �- �— Z Duct shafts,utility penetrations,and flue shafts � construction to enable the elements such as engineered wood, steel and _ sealed. installation of solar steel/wood composite columns, beams, headers and Q Batts to be Installed in narrow cavities shall electric. girders that: F- < ..nn be cut to fit or narrow cavities shall be filled V 1 N Narrow cavities with insulation that on installation readily OQ conforms to the available cavity space. The solar-ready roof o 1) resist gravity loads, and v W Air sealing shall be provided between the garage zone is shown On this Garage separation a[ IL 0 and conditioned spaces. Recessed light fixtures installed in the building Recessed light fixtures installed in the construction in plan excerpt 2) are not contained in the prescriptive design IL W Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight and is free Of IT I.L =sulfate. and lc rated. GO �uk obstructions that would provisions of the 2020 RGNYS IL �- � In exterior walls,batt insulation shall be cut ❑ limit placement of solar were designed in accordance with O neatlyto fit around wiring and plumbing or Plumbing and wiring insulation that on Installation,readily pane sIi . ANSI/AWG NDS-2018 with 2018 supplement. O m conforms to available space,shall extend Plastic conduit for future behind piping andwirin . electric wiring has been Structural elements such ts walls and fenestration The a r barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs Shower/tub on exterior wall showers and tubs shall separate he wall from the shall be insulated. LoInstalled through wal Is at shower or tub. the locations shown to DATE: OCTOBER 2021 The a rbarrier shall be installed behind electrical CONDUIT Electrical/phone box on exterior wal Is and communication boxes. Alternatively,air-sealed facilitate the installation I resist wind loads, And boxes shall be installed. HVAC supply and return register boots that O wiring between the 2) are not contained in the prescriptive HVAC register boots penetrate building thermal envelope shall be sealed electric service panel and ppdesin g2nd FLOOR velop g to the subfloor,wall covering velop ceiling penetrated roof-mounted solar SOLAR-READY provisions of the 2020 RGNYS PLAN or panels. ROOF ZONES b the boot. p were designed in accordance with ASCE "1-16 wind Where required to be sealed,concealed fire provisions and acceptable engineering practice.sprinklers shall only be sealed in a mannerthat is p p g g p DRAWING NUMBER Concealed sprinklers recommended bythe manufacturer. Caulking or 11111IFT!", Ill— 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 or cellin s. CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC, SERVICE PANEL [TIO5.10] z O BWL A BWL B BWL C BWL D DIAL E BWL F z '-4" O _ I BWL I ----,---------T----12-21---- -° --------- - 3�`-'--._._- _-- 3,_4„-i-------T-- r // Z -. - n ..--- ----------- _ - W s .� m o iL - I '�J 4 - - o - - _ BWL2 -- - -_- ------- -- ---- - I; li I I 3-10 I I1-10 I k 6-6 4' O" \" 11'-2"T 1 i m I _ BRACED WALL PANEL CALCULATIONS Wind Adjustment Factors -Table R602.10.3(2) (p.187) Upper Story I m L2-, „ ,- „ Numbered Lettered 2 8 Wall Lines Wall Lines Comment Exposure Category 1.00 1.00 Exposure B, 2-Sty BWL 5 -- _ --- --------- -' Roof Eave-to-Ridge Height 0.98 0.98 9'-8"; Roof Only - I '' -�----------- -�------------- --�-- Story Height 0.93 0.93 Number of Braced Wall Lines 1.30 1.60 3, 6 L-6 ,; 4-6 4-6 , Additional 800 Ib Hold Down 1.00 1.00 NIA Gypsum Board Fastening 1.00 1.00 NIA 3'-6" 3'-6" I I I I Wind Factor Total 1.185 1.458 Braced Wall 140 mph Total Bracing Braced Wall Bracing Wind Factor Line Method Line Spacing Required Total Required Length Status SEOON1) STOfi�Y BNL. PLAN (ft) Bracing (ft) Bracing Provided (ft) SCALE: 5/16" = 1 ft 1 WSP 10.75 3.19 1.185 3.78 25.19 OK Z 2 GB 12.33 6.55 1.185 7.76 54.33 OK n-n, 3 CS-WSP 13.92 3.48 1.185 4.12 27.33 OK l� - A CS-WSP 8.50 2.50 1.458 3.65 16.33 OK � B GB 10.58 5.76 1.458 8.40 17.67 OK � V � IU C GB 12.00 6.40 1.458 9.33 23.00 OK Z Z <' p 3 w D GB 12.50 6.63 1.458 9.67 25.42 OK - d�z w E GB 10.33 5.65 1.458 8.24 17.83 OK p Z z F CS-WSP 7.00 2.50 1.458 3.65 13.58 OK r O z BWL G Ul LU LU f BWL H BWL i BWL K �- Q-1 O �- ma < 22''5" 8'-1" 43'-g" Wind Adjustment Factors -Table R602.10.3(2) (p.187) O O V Q < (� cvQ d0 Lauver Story z p p I _ I Garage Garage Dwelling Dwelling Numbered Lettered Numbered Lettered Comment Z I I Exposure Category 1.00 1.00 1.00 1.00 Exposure B X Roof Ear/e-to-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 4'-4" 21-611 €-3'-1111, 6'-6" I Number of Braced Wall Lines 1,00 1.00 1.60 1.45 2, 2 GAR; 5, 4 Dwelling _ TI -_= --__- I 1 I _ Additional 800 Ib Hold Down 1.00 1.00 1.00 1.00 NIA BWL4 -- I Gypsum Board Fastening 1.00 1.00 1.00 1.00 N/A Wind Factor Total 0.970 0.970 1.600 1.450 Braced Wail 130 m h Total Bracing ± Braced Wall Bracing p Wind Factor e Method Line Spacing Required I Required Length Status s I I I BWL 5 --- -' 1 Lin {ft} Bracing (ft} Tota gracing Provided {ft} Garage _I 5 CS-WSP 25.42 5.08 0.970 4.93 6.00 OK ' -- - PLYWOOD 7 CS-WSP 25.42 5.08 0.970 4.93 5.83 OK 5HEATHINO BWL J DE�:IVEfiED !�1 8 1 G CS-WSP 22.42 4.48 0.970 4.35 7.08 OK UNDER WALLBOARD I PLYWOOD SHEATHING I H WSP 22.42 5.48 0,970 5.32 6.00 OK PLYWOOD SHEATHING { �; ' UNDER WALLBOARD ' Dwelling Ll i' UNDER WALLBOARD ' = 4 CS-WSP 17.08 6.98 1.600 11.17 17.25 OK p f x 5 CS-WSP 25.42 9.90 1.600 15.84 25.00 OK O � 6 CS-WSP 18.70 7.55 1.600 12.08 18.75 OK O `i 00 r 7 CS-WSP 25.42 9.90 1.600 15.84 18.00 OK N - ---- � O r BWL 6 - , -----_ e 8 CS-WSP 20,33 8.12 1.600 12.99 13.00 OK Q m H WSP 8.58 5.00 1.450 7.25 15.58 OK O 3 O I CS-WSP 20.42 11.73 1.450 17.01 29.08 OK O J CS-WSP 21.85 12.52 1.450 18.15 20.42 OK / O Y ; PLYWOOD SHEATHING PLYWOOD SHEATHING `�, �(( " K CS-WSP 32.75 18.38 1.450 26.65 35.67 OK UNDER WALLBOARD UNDER WALLBOARD (� - I _ PLYWOOD SHEATHING _ UNDER WALLBOARD � IL Lz� ci I O I < O I _ I; i ww t a V OL zUlZ ^ r -- --- --- --- - - I------ i _1 Q-- 4'-10" 7'-O" 4'-10.. 1'-4" j � p tu - - ---- � BWL 8 - � _-s=_-u'-_ � dl � 10'-0" I, t I I � m I i I DATE: OCTOBER 2021 I I I 22'-O" 21'-�{" � I I WALL BRACING PLAN F I RST STORY BNL PLAN DRAWING NUMBER SCALE: 3/16" = 1 ft z O TABLE R802.5.2 RAFTER/CEILING JOIST HEEL JOINT CONNECTIONSa,b,c,d,e,g GROUND SNOW LOAD(psf) O 20' 30 0 RAFTER RAFTER SPACING Roof span(feet) p SLOPE (inches) 12 120 128 136 112 120 1 28 136 IL Required number of 16d common �ii ILI nailsa'b per heel joint splices`,a,e SOLAR-READY ZONE [TI03.3] 12 4 6 8 10 4 6 8 11 Z _ PROVIDES 36" WIDE ACCESS PATHWAYS 3:12 16 5 8 10 13 5 8 11 14 � p FROM EAVE TO RIDGE WHERE SHOWN - -- - - , [R324.6]. THE SOLAR-READY ZONE SHALL 24 7 11 15 19 7 11 16 21 REMAIN CLEAR OF OBSTRUCTIONS SUCH AS - -i 12 3 5 6 8 3 5 6 8 0 T VENTS, ETC. [TIO3.4] I (TYPICAL-2) 4:12 16 4 6 8 10 4 6 8 11 Z 24 5 8 12 15 5 9 12 16 # _( 12 3 4 5 6 3 4 5 7 5:12 16 3 5 6 8 3 5 7 9 I I ATTIC PATHWAY FOR 50LAR ELECTRIC [TIO3.51 INSTALL 2"cP VERTIGAL SCHEDULE 80 PVC i ROOF LINE 1 4 7 1 CONDUIT THROUGH ALL WALLS TO ATTIC,WITH 12 3 4 4 5 3 3 4 5 TEMPORARY PLUGS OR GAPS AT EACH TERMINUS [E5&02.3_21. -' - - - - -- - - -- -- -- - - - - - - 7:12 16 3 4 5 6 3 4 5 6 WALL LINE WALL LINE 24 3 5 7 9 3 5 7 9 \Q i 12 3 3 4 4 3 3 3 4 S ROOF BELOWROOF BELOW v, _:.• v - . -,.. ..''' ....,.-v.....; o +q� 9:12 16 3 4 4 5 3 3 4 5 _� 24 3 4 6 7 3 4 6 7 cxv 2x10 RR AT I6" o.c. E 2x10 RR AT 16" O.C. cv �- 12 3 3 3 3 3 3 3 3 ROOF OVERHANG BELOW 4 Q _ 12:12 16 3 3 4 4 3 3 3 4 ROOF LINE -- --- NGE55 v24 3 4 4 5 3 3 4 6 WALL LINEF nch 25.4 mm, l foot 304.8 mm, 1 pound per r - '; � � �! � a. 40d box na]s sh11 be permitted to be substituted for 16d common nails. 2x6 RR b. p rmitted to be reduced 25 Nailing requirements shall be e AT I6 o x_o `� / `' percent if nails are clinched. v r c. Heel joint connections are not required where the ridge is o r i' supported by a load-bearing wall,header or ridge beam. d. Where ntermediate support of the rafter is provided by ACCESS ROOFverticallstruts or purlins to a load-bearing wall,the A tabulated heel joint connection requirements shall be - -- J� ° - permitted to be reduced proportionally to the reduction in N ( � _� � j 1 I �. .... ..~ � " , span. F- - -- ...,.c,•.2.. a are required for ceiling joist Q � Equivalent nailing patterns ' 'n i! to ceiling joist lap splices. 1 -- f. lies to roof live load of 20 sf or less. - - - - --- - - - / App p � V / ° - ;4 L. �� N o g Tabulated heel joint connection requirements assume —. RUGTURAL RIDGE q P05T RIDGE DOWN To BEARING i id that ceiling joists or rafter ties are located at the bottom , WALL AT 12'-0" ON-GENTER OR LE55 2x12 R106E l . yes are POST DN I $ � 2x12 RIDGE � Of the attic space Where ceiling joists Or rafter t• located higher in the attic,heel joint connection requirements shall be increased by the following factors: 111 z -- -- I Z Qd EXTEND RIDGE TO — — -�lT O Z W I + I BEARING WALL AT o HC/HR Heel Joint Connection Adjustment Factor (n GARAGE ROOF BELOW ( ' _i r I ALL VAULTED q 1 1 Q v N } r /3 .5 I INC dl ! GEL S O I � tt'' '' 1-4.1 ° 1 d 1/4 1.33 Q !L t O W L � O 115 1.25 m IY IV xv - 1/10 or les 1 11 _ .... .. vv Q v� � o � ; i ��. � r'yC where: X L HC=Height of ceiling joists or rafter ties measured vertically 2x6 RR AT I6 o.c. ° x 1 E - above the top of the rafter support walls. _ _ = i 2x10 RR AT I6 o.c. r 2x10 RR AT I6 o.c. - HR=Height of roof ridge measured vertically above the top of I „ „ X 1 E ',, the rafter support walls. WALL LINE 2x10 RR AT 16" o.c. 2x10 RR AT 16" o.c. - - h i o ROOF LINE ROOF LINE 6 , . �ti: ► ROOF BELOW Y` �' a 3- �a' PORCH ROOF BELOW cV WALL LINE '''r..; !trE .•F�R� D 'LIVERED OCT 0 0 2021 ROOF LINE I O O 00 � � r 00 � I1✓_ m` ROOF PLAN SCALE: 1/4" = 1 ft O O ° k ° P N o 0 F— o d- D _1P < ° 6 5TRUGTURAL DE51ON NOTE tu uw0� Z OC In accordance with the 2020 RGNYS; structural d Q elements such os engineered wood, steel and .� steel/wood composite columns, beams, headers and Q OL 1) girders that: �- � N 1) resist gravity loads, and v w 2) are not contalned in the prescriptive design O ti provisions of the 2020 RGNYS IL f- O were designed in accordance with m ANSI/AWG ND5-2018 with 2015 supplement. O Structural elements such os 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 7-I6 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DEVON." A -7 ROOF I ll l ---------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------i 2x EXTERIOR WALL I> ; o Im I I I I -' -' � -r - - - - - - - - - - -- - - ' I - - - - - '-' - - � � b" CLOSED-GELLSPFINSULATION Q STUD TO FLOOR JOIST V I 5IMP50N COIL STRAP ------------------ ------ -- ------------------------------------------I--4---------------------------------------------------------------t-------------------------------------------------------1 (4)-8d NAILS AT EACH END Q {- CEILING LAUNDRY I I 1 FAMILY BATH -�- I - - - - MASTER BATH 1 j 2x 50LID BLOCK a AIR-SEAL BETWEEN FJ tL 1 1 - - — � - - - - - - - - - - - 2x RIM BOARD W - - — 1 I I I >1 I I > y l > 1 I 1 y l > 1 >1 >I '1 1 CANTILEVERED FLOOR JOIST WG O V / i �, I �, I �, 1 1 �I �' I �' � �1 �' I I — — — — — WG — 1 WASHER I i I I LAV. I I I LAV. I LAV. I I I i l�LI O' (V X TUB I I 1 TUB OSB 6 VINYL SOFFIT Q p FLOOR JOIST TO WALL: I I I 1 SHOWER 1 j SIMPSON H2;(5)-8d NAILS TO FJ e (5)-Sd NAILS TO STUD u 2nd FLOOR I I I 1 2x EXTERIOR WALL } - -------------- --- ----- --- --- ---- ALTERNATE WHERE FJ/5TUD MISAL16N5: IWY -- --�------- 2 W --- 3 �-------- I-I/2-W-�--- ----------- i-I/2 W I-I/2 W 2 W 3 W 2 W I - --------------------- I 2' W 3" yy I I 51MP50N H2.5;(5)-8d NAILS TO FJ, (5)-8d NAILS TO PLATES FLOOR J015T TO PLATES: 2 W 3. IN 1 I G.O. 22" W I I G.O. PLATES TO STUD: G.O. I I I GEILIN6 ------------------ --1------------------------------------------ ------------------------------------------------------------------ -------------------------------------------------------i 51MP50N H2.5;(5)-8d TO PLATES, (5)-8d TO STUD - - - - - - KITGHEN -- - - - -' - - - - - - - - - - - - POWDER BATH-- '-" - -' - - - - - - _ _ _ _ _ I 2x ROOF RAFTERS ATl6" O.G. O - I USE 6ALV. HURRICANE TIE BETWEEN >1 >1 >1 >T - - - }1 - - - - ) i EVERY RAFTER AND THE ROOF BEAM 1�-- u? DETAILI ; AT FLOOR 2x CEILING JOISTS AT 16" O.G. V 1 1 ' CANTILEVERS $ SETBACKS USE (JOIN NAILS CT RAFTER I I WG I WG I � HEEL JOINT CONNECTION ,n X KIT SINK X ROOF BEAM (SEE PLAN FOR SIZE) v J DW _ LAV. LAV. ( i SCALE: NT5 cv m m I i A SEMB ESWIRTHAIO-d N�S�D 1 I 12" O.G. STAGGERED ALONG LENGTH 5HOHER Ist FLOORI VENTED VINYL SOFFIT Ix8 TRIM BOARD ----------------------------------------------------------- --- -------------- ------- --------- --- ----------------- � 2" W 1-1/2" W 11 3" W 1-1/2" W 3" W 2" W I UPLIFT CONNECTIONS: G518 6ALV. COIL STRAP G.O. 2 Ii G.O. 2 W 3" W G.O. 2„ W 3" W0 USE (2) AT EACH POST,TOP d BOTTOM 5/4"xb" DECKING (4)-I0d NAILS AT EACH END - ------------------------- ----------------------------------------- --- ------------------------------------------------------------------ I ----------------------------------------- ------------- PERPENDICULAR TO JOISTS CEILING CID. O 4" W (2)-Sd THREADED NAILS OR 4 W 4, W r- - - - -{I F.A.I. (2)-No. 8 WOOD SCREWS AT 4x4 WOOD COLUMN 1 4 EACH 5UPPORTIN6 MEMBER I [R5O77] UG3B PRESERVATIVE TREATED REST DIRECTLY ON FLOOR BEAM 1 I FLOOR BEAM (SEE PLAN FOR 51ZE) FLOOR JOISTS UG3B PRESERVATIVE TREATED i�LUM 3 i NO RISER D I Oiz M (5EE PLAN FOR SIZE) ASSEMBLE WITH TWO ROWS OF IQd NAILS / I / U055 PRESERVATIVE TREATED I6" O.G. ALONG EACH EDGE [R501.5] �/ I LTO APPROVED SCALE: NTS HOUSE TRAP i SANITARY SYSTEM GRADE i 4x4 WOOD P05T ` BASEMENT FLOOR --------------- ---------------------J UG3B PRESERVATIVE TREATED PB44 HOT-DIPPED 6ALV. F05T BASE ANCHORLu m W O 12"(P x 6-0" HIGH P.G. COLUMN WITH (2)-#4 z W z VERTICAL REBAR ON }- z < 't t�l z w 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 — <_� �z W REBAR EACH WAY, REBAR 4" ABOVE p yI� ,-Lu 13-),- F Q z_ TYPICAL ROOF R-3q BOTTOM IL) ,L ASPHALT ROOF SHINGLES OVER 15# FELT OVER lKKOL t-4 O Z " S > C3TRUCTURAL PANEL SHEATHING OVER ul W q 6' J O O 2x10 RAFTERS AT I6" O.G. YP I GAL PORCH DETAIL 1.75 x 14 LVL STRUCTURAL RIDGE R-3THICK CLD T OSE -CELL SPRAY POLYURETHANE FOAM (SPF) � J f() IX (5EE ROOF PLAN FOR POST LOCATIONS) WITH)2" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] O O> d X OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.6] SCALE: NT5 �/ � N Q Q Q R I DO E TENSION ST AF: 12 ^^ ° WRAP STRAP OVER RAFTER (5) 10-d COMMON NAILS AT EACH END OF STRAP �`rr`�ri`-�i`�i`rt`>ti`ri`�tr'•�i''�i`tt`ri`rt`��i`- li - II 2x4 COLLAR TIE AT 48" O.G. GABLE WALL INSULATION (OPTIONAL) ' ' «.r•sr<.., CONTINUOUS: R-5 I-INCH RIGID FOAM XPS GAVITY; R-13 2" sPF SEALED ATTIC, (INDIk— GTLY CONDITIONED) MT530G STRAP-TIE �'« ��.....•e (BEYOND SECTION) f7 .:" r' 2' SOLID "•" r� ' SMOKE B G.O. WOOD BLOCKING EACH RAFTERp:tk, � 2x6 GJ AT 16" O.G. I CD DETECTOR IN ATTIC c.�I°'�4 1-1/4" WIDE 20—GUAGE .i.3 ; r 1 �! `- r RAFTER TO STUD ' GALVANIZED STEEL STRAP '� `"•�'^ " NOTE: ALL DUCTS SHALL BE TYPICAL EXTERIOR WALL R-20 " EAGH SIDE OF WINDOW AND LOCATED IN THE ATTIC, I/2 GYPSUM " •,r C,>. �; < WRAP STRAP OVER RAFTER 2x4 5TUD5 AT 16" O.G. INTERIOR SECOND STORY BOARD FINISH I-O DOOR OPENINGS. INSTALLa5>,'� (4) 8-d COMMON NAILS AT EACH END OF STRAP (2)-2x4 TOP PLATE;2x4 SOLE PLATE WALL CAVITIES AND SECOND -j STRAP FROM TOP OF TOP �� �Lj O 2 (2)-2x8 HEADERS UNLE55 OTHERWISE NOTED ON PLAN N FLOOR PLATFORM. MIN. R-6 PLATES TO JACK STUD. � ,I�I�J E ` t 21 ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED R-15 UNFACED FIBERGLASS BATT CAVITY INSULATION Q DUCT INSULATION IN ATTIC. MINIMUM LENGTH BELOW IAN MANUFACTURER'S SPECIFICATION VINYL 51PINO OVER HOU5EWRAP OVER R-5, I" XPS INSULATION Q - N z HEADER = LENGTH ABOVE WHERE RAFTER ALIGNS WITH STUD OVER 1/2" STRUCTURAL PANEL SHEATHING G5445P (Y BOTTOM OF HEADER - � Q R-13 2" CLOSED-CELL - z HALL LAUNDRY W.I.G. SPF AT RIM JOIST p cv N O Q BEYOND SECTION J (2)-1.75 x 16 LVL m DOUBLE-FRAMED H O " 5UBFLOOR - Q STAIRWELL (TYP) 3/4 z T— �p 16" TJI-360 FJ AT I6" O.G. IL ' �0 IL TYPICAL INTERIOR HAL 2x12 LEDGER 2x4 STUDS AT I6 O.G. 1(2)-1.75 x 16 LVL 1/2" 6YP5UM 0 V DILL STUD TO DILL STUD : (2)-2x4 TOP PLATE;2x4 SOLE PLATE ��. q 3/16' 1 FL HDR BOARD FINISH STRAP OVER OR UNDER SHEATHING " GYPSUM WALLBOARD ON BOTH SIDES v r O (4) 8-d COMMON NAILS AT EACH END OF STRAP I I ks) 1st FLOOR PLATFORM ��2x& J. SEE WIND GOMPLIANGE PATHWAY NOTES ON SHEET a R-13 2 GL0D-C 5EELL 2x8 FLAT r- O Z WOOD FLOORING OVER TENSION STRAP I N � k IL �- N - 3/4 PLYWOOD SUBFLOOR SPF AT RIM JOIST � w /�` Q _ 11.875' TJI-230 FLOOR JOISTS AT 16" O.G. 1 I , T Y `ILL ON I NL/� O p GROSS BRIDGING AT MID5PAN I^I GYPSUM I I HALL PANTRY 50ALE: NTS O Q V < p 6 SILL CONSTRUCTION: BOARD I I P w Z 2x6 P.T. (UG35) SILL ON TERMITE SHIELD FINISH ON SILL SEAL WITH 1/2" ANCHOR BOLTS ( QC 0- V Z (5EE TYPICAL WALL DETAIL) q 3/16" INISHED FLOOR �.._ � x r (2)-1.75 x 14-141/2" GYPSUM INI5HLP GRADE ° .h STUD TO SILL FLATS : STAIRS LVL GIRDER BOARD FINISH w FINISH GRADE O WRAP STRAP UNDER SILL PLATE PER CODE SLOPE 6° IN lo' MIN. AWAY FROM BUILDING 3/8" LAO SCREWS I-L BASEMENT (6) 8- COMMON NAILS AT EACH END OF STRAP " O d q (4)- W 2x8 PLAT _ (INDIRECTLY CONDITIONED) IL SEE WIND GOMPLIANOE PATHWAY NOTES ON SHEET a o LL O asm : .. 4 r w - • � FULL HEIGHT R-II BLANKET WALL ' �' • '. : '. ;, • INSULATION AS MANUFACTURED BY ' O ' '•,i : • N CERTAINTEED CORP. A5TM E84 MAX. ' o Q FLAME SPREAD INDEX 25 Q MAX. SMOKE DEVELOPED INDEX 50 2x6 STUD WALL AT GARAGE `t (SEE FLOOR PLAN) BOARD GYPSUM 2\� TRIM SHEATHING AROUND CEILING JOISTS DATE: OCTOBER 2021 f BOc{�� FINISH 4" P.G. FLOOR SLAB TOP OF BASEMENT SLAB 2x6 G.J. LAP AND CONNECT OVERHANG CEILING, JOISTS TO STUDS WITH SECTIONS 4 MINIMUM (3)-Ibd FACE NAILS DETAILS 10 POURED CONCRETE FOUNDATION STEM WALL (ENGINEERED DESIGN) H I O H-lel I ND UPLIFT STi�AFF I NO I VERTICAL REINFORCEMENT: #4 REBAR AT O.G. 30" x 30" x 12" DEEP P.G. FOOTING TO 4 CONCRETE COVER FROM INSIDE FACE EE w/(3)-#4 REBAR E.W. SCALE: NTS HORIZONTAL RNFORGEMENT: #4 REBAR AT 18" O.G. DRAWING NUMBER TOP BAR WITHIN 12" OF TOP OF WALL SEC-TION A SECTION 5 NOTE: ALL METAL STRAPPINC SHALL BE 1 1/4" x 20 GAGE (SIMPSON G520 GOILED STRAP). uPON 24" x 12" Ht GONTINUOUS P.G. FOOTING A == a MINIMUM 3'-0" BELOW GRADE SGALE: 1/4" = 1 ft SCALE: I/4" = I ft STRAP LENGTH SHALL BE SUFFIGIENT TO PROVIDE THE SPEGIFIED NUMBER OF NAILS AT EAGH END IN PRE-PUNGHED HOLES. NOTES INDEXED TO "2020 RE51 DENTI AL CODE OF NEW YORK STATE RIOI.I UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and Bullding Code - Iq NYCRR TABLE R301.2(1) WIND COMPLIANCE PATHWAY NOTES • and publications Incorporated by reference therein. Z O CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA RI05.2 BUILDING PERMIT: A building permit shall be issued by the I= WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN STANDARD: 2020 RGNY5 Town prior to the start of work. A copy of the building permit V GROUND SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN ULTIMATE DESIGN WIND SPEED: OBTAINED FROM and approved construction documents shall be kept on-site SNOW DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL http5://hazarLIs.atr-ounc.1l.org FOR THE PROJECT LOCATION: until project completion. Speed Topographic Special wind Windborne Weathering Termite HAZARDS p o 9 N LOAD (mph) effects region debris zone CATEGORY g depth TEMP REQUIRED INDEX TEMP N 41.0031 W '12.5665 THI5 NEW RESIDENTIAL 5TRUGTURE UTILIZES RIOb3 DESIGN PROFE55IONAL: A Certificate of Authorizatlon Is Z WIND DESIGN 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE PRE-ENGINEERED WOOD GON5TRUGTION filed with The State Education Department entitling D'Amoro 20 psf 127 None No No B Severe 36" M to H 15 °F I Yes I 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 professional engineering services. However,the Designer has O MANUAL J DESIGN CRITERIA- Central Islip MEAN ROOF HEIGHT 15 NOT GREATER THAN 30 FEET [TABLE THE OWNER SHALL NOTIFY THE TOWN AND not been retained to provide construction engineering, LL 8301.2(3)] AFFIX THI5 516N IN ACGORDANGE WITH supervision nor Inspection,and therefore is not responsible Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXF05URE CATEGORY: EXPOSURE B TITLE 14 NYGRR PART 1265. for work performance of the builder. The builder shall Q Elevation Latitude in cooling factor temperature cooling difference .. immediately notify Designer, In writing, If there Is any w heating g f et P g COMPONENT AND CLADDING LOADS [TABLE 8301.2(2)] DO NOT discrepancy found between field conditions and I 60 ft 41° North 15° 99/ outdoor DB 85° 1 / outdoorDB 0.998 70°F 75°F 55°F REQUIRE ADUSTMENT COEFFICIENTS [TABLE 8301.2(3)] dimensions,especiallywith regard to existing construction. O N Z - MAIN ROOF UPLIFT CONNECTION FORGE = 200 plf (28'-O" roof 83012.1 WIND DESIGN: in accordance with Figure 83012 B wind - Cooling temperature Wind velocity Wind velocity Coincident Winter Summer - g (5) rr Daily range span, 140 mph, pitch greater than 5:12) [TABLE R802.I11 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 RCNYS. 0 T 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 = 50 If p 8301.2.1.2 PROTECTION OF OPENIN65: This building In not located Q UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP In a Windborne Debris Region. OF ALL BRACED WALL PANELS [8602.3.5]. 8301.2.4 FLOODPLAIN: This building Is not located In a flood # r f1 hazard area. 8.501.5 LIVE LOADS: Minimum uniformly distributed live loads: JJ1 -1 Attics without storage 10 psf,Attics with storage 20 psf, O Balconies 4 decks 40 psf,Rooms other than sleeping rooms TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) h psf,Sleeping rooms 30 psf,Stairs 40 psf R301b ROOF LOAD: Roof Design Load is based on the greater zl of the Ground Snow Load (20 psf,applied per A50E-1) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table R301b. Span table ITEM DESCRIPTION OF BUILDING ELEMENTS a,b, __7SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS7 a,b, _F 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 load conditions. (inches) Roof Floor (inches) support(inches) pp 8301.8 NOMINAL SIZES: Dressed lumber dimensions specified on „ • i „ „ • inches 4-8d box(2� x 0.113 ), or 4-8d box(2 x 0.113 ),or (inches) these plans are nominal sizes. Engineered wood dimensions 3-8d common(2/ x 0.131 ) or 3-8d common(2/ x 0.13 V) or Wood structural panels,subfloor,roof g and wall sheathing to framing and particleboard wall sheathing to framing (LVL,P5L, I joists, glu-Isms, etc) are actual dimensions. 1 Blocking between ceiling joists or rafters to top plate 1 Toe nail 21 Joist to sill,top plate or girder 1 „ Toe nail 3 3-1 Od box(3"x 0.128");or 3-1 Od box(3 x 0.128 ), or Staple 15 ga. l 4 g 8302.1 FIRE-RESISTANT EXTERIOR WALLS: All exterior wails and 3-3"x 0.131"nails 3-3"x 0.131"nails1 I projections shall be located at least 5 feet from lot lines and Up to 0.097-0.099 Nail 2 3 6 are not fire-resistance rated. 4-8d box(2 y2"x 0.1 13");or 8d box(2 72"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%2" x 0.131"); or Per'oist toe nail 22 Rim joist,band joist or blocking to sill or top plate 8d common(2/2"x 0.131");or 0.113 Nail 2 3 6 WALLS AND GEILIN65: Gypsum wallboard Is a Glass A finish 2 Ceiling joists to top plate 3-1 Od box(3"x 0.128");or (roof applications also) l Od box(3"x 0.128");or 6"o.c.toe nail 'Y32 and s Staple 15 and 16 ga. 2 4 8 having a F51 = 15 (req,'d max. 200) and a SDI = 0 (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% 4 8 :: :� 1 �� �� • Staple 14 a 2 8302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter,laps over 4-10d box(3 x 0.128 ), or 3-8d box(2/ x 0.113 ),or P g 4 8 INSULATION: Exposed Insulation that Is not Installed In 3 partitions [see Sections R802.3.1,R802.3.2 and Table 3-16d common(3 z"x 0.162"); or Face nail 2-8d common(2%"x 0.131");or 23 s Staple 15 ga. 1 % 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 3-1Od box(3"x 0.128")• or Face nail /2 and/ 1 surfaces shall have a F51 5 25 and a SDI s 450. See plans ( )] ) 0.097-0.099 Nail 2Y4 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 8302.11 FIRE 5LOGKIN6: 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 g around ail penetrations of the floor and ceiling plains,and R802.5.1(9)] 24 2 subfloor to joist or girder 2-16d common(3 %"x 0.162) Blind and face nail where otherwise specified by the 2020 RGNY5. 0.113 Nail % 3 6 4-1Od box (3"x 0.128");or 3-16d box(3%"x 0.135");or 1 Staple 15 ga. 2 X 4 8 R302.12 DRAFT5TOPPIN6: Not needed for this project. Collar tie to rafter,face nail or 1 %4"x 20 a, ridge strap „ . 25 2 planks(plank&beam-floor&roof) 2-16d common 3%"x 0.162 At each bearing,face nail I 8302.13 FIRE PROTECTION OF FLOORS: Not needed for this 5 g g p 3-1 Od common(3 x 0.148 ),or Face nail each rafter ( ) 0.097-0.099 Nail / 4 e 8 project under Exception 4. to rafter 4-3"x 0.131") i „ „ . 3-16d common(3/2 x 0.162 ), or SPACING O FASTENERS 4-1Od box 3"x 0.128" or NOMINAL MATERIAL $ b R302.14 GOMBUSTIBLE INSULATION CLEARANCE: Recessed 1 „ „ . ( )� DESCRIPTION2,'OF FASTENER AND LENGTH 3-16d box 3/ x 0.135 or d luminaires shall be IG-rated I/A/W N1102.45 with separation ( )' 2 toe nails on one side and 1 toe 26 Band or rim joist to joist End nail THICKNESS orches Edges Body of anel p 6 Rafter or roof truss to plate 3-1 Od common(3"x 0.148"); or 4-3 x 0.131 nails; or (inches) g Y p p g (inches) from Insulation per listing. 4-1 Od box(3"x 0.128")• or nail on opposite side of each rafter 4-3"x 14 ga. staples, %6" crown ) (inches) (inches) - ' or truss' 8308.4 HAZARDOUS GLAZING LOCATIONS: Tempered glass or �/ � � 4-3"x 0.131"nails Nail each layer as follows: 32" o.c. Floor underlayment; plywood-hardboard-particleboard f-fiber-cement" other approved safety glazing material shall be Installed in IA O 20d common(4"x 0.192")• or and adjacent to door panels;within 60 inches of wet surfaces; 4-16d box(3%" x 0.135"); or at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. � V W m z IV 3-10d common(3"x 0.148");or Toe nail l Od box(3"x 0.128"); or 24"o.c. face nail at top and bottom 3d,corrosion-resistant,ring shank nails 3 6 R30q.1 GARA6E FLOOR SURFACE: Garage floor shall be 5-inch Z Z d d dJ z (K 4-1 Od box(3"x 0.128");or 3"x 0.131"nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-inch per foot toward vehicle M - - -I tr O - 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 (f 1 - 0 z And: Staple 18 ga., a % long, crown V 7 finished floorin other than the 3 6 8310 EMERGENCY ESCAPE AND RESCUE OPENING5: It Is the tui�b O)- 4 L O to minimum 2"ridge beam 2-20d common(4"x 0.192")• or ( g ) 0. Z Z z 3-16d box 3 X" x 0.135" or Face nail at ends and at each splice 1 builder's responsibility to verify that window units supplied 1- O LU ( „ .1 „ . 3-10d box(3"x 0.128");or P 1 X longx .121 shank x .375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for p� W ('300 2-16d common(3 y x 0.162 ),or End nail " 0. „ 8 8 emergency escape and rescue openings where required. n, Q J �0 y 3-1Od box(3"x 0.128"); or 3-3 x 131 nails (galvanized or stainless steel)roofing nails(for tile finish) O V X} Q Q 3-3"x 0.131"nails 1� R311.'1 5TAIRWAYS: Interior stalrwa s shall be e-assembled `- y 4-16d box(3 72 x 0.135 ), or 1 long,No. 8 x .375 head diameter,ribbed wafer-head screws y O f� Wall for tile finish 8 8 wood units. The maximum riser height shall be 8-I/4 inches and ry O < Q 28 Ledger strip supporting joists or rafters 3-16d common(3 X"x 0.162"); or At each joist or rafter, face nail ( ) the minimum tread depth shall be el inches,plus nosing where z Q 0 16d common(3 z"x 0.162") 24"o.c. face nail 4-1 Od box(3"x 0.128");or Plywood required. Provide handrails per Code. 8 Stud to stud not at:braced wall panels) 4-3"x 0.131"nails 1 X ring or screw shank nail-minimum 8312.1 GUARDS: Walking surfaces more than 30 Inches above ( P ) l Od box(3"x 0.128"); or 16"o.c. face nailI 3 6 rade,and steps leaden thereto, shall have guards that Z 3"x 0.131"nails 2-1Od box(3 x 0.128 );or 2-8d common X and%6 12 ga. (0.099 )shank diameter conform to Code. Stud to stud and abutting studs at intersecting wall 16d box(3 g 1 29 Bridging or blocking to joist 2%"x 0.131" ; or 2-3"x 0.131"nails Each end,toe nail x 0.135�),or 12"o.c. face nail ( ) Staple 18 ga.,Y/,%6 crown width 2 5 9 3"x 0.131"nails SPACING OF FASTENERS 8312.2 WINDOW FALL PROTECTION: Windows with suis Less than �] corners (at braced wall panels) II s is 1 1 X ring or screw shank nail-minimum a 24" above finished floor and greater than '12" above grade 16d common 3%2" x 0.162" 16"o.c. face nailges /2,X /2 and/ 1 6 8 shall be protected per Code. ( ) DESCRIPTION NUMBER AND Intermediate 12/2 ga. (0.099 )shank diameter 16d common(3%2"x 0.162") 16"o.c.each edge face nail TE OF BUILDING ELEMENTS TYPE OF FASTENER Inches h supports',' 13/2 ring or screw shank nail-minimum 8314 SMOKE ALARMS AND HEAT DETECTION: Interconnected 10 Built-up header(2"to 2"header with%" spacer) ( ) smoke alarms,carbon monoxide alarms,and heat detection j 16d box(3Y2" x 0.135") 12" o.c.each edge face nail (inches) i9 s 2s 3 12 X ga. 0.099" shank diameter 3 6x /2, /, /2 and/ ( ) alarms shall be installed at all locations shown on the plans. 5-8d box(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., 1 �* ,,,..•R»R„ , - �� p g 6 8 8315 CARBON MONOXIDE ALARMS: Install at all locations 11 Continuous header to stud 4-8d common(2 y2' x 0.131");or Toe nail [see Table R602.3(3) for wood structural panel exterior wall sheathing to wall framing] r Hardboard specified on the plans. ,,rE• ., �I=%1I: h �, ! 4-1 Od box(3"x 0.128") s -1 6d common 2 x 0.113 nail 6 12' 1 /longring-grooved underlayment nail 6 6 8317 WOOD DEGApY PROTECTION: Lumberspecified In the lansl � +! �+� �'► t t 30 / /2 subfloor,wall ' as pressure preservative- treated (P.T) shall be in 16d common(3�"x 0.162") 16"o.c. face nail ( ) 0.200 4d cement-coated sinker nail 6 6 ¢° t accordance with AWPA UI for the Intended use and location. i 12 To late to to late 31 1%2" - V 8d common nail 2%"x 0.131 6 12f Staple 18 a. %long(plastic coated 3 6 Fasteners shall be hot-dipped galvanized steel, stainless /YEU , < PA. • `P P P P 1Od box(3 x 0.128 ), or 12"o.c. face nail ( ) P g g(P ) pp g »"`{ ' ``„ , steel,silicon bronze, co er or 1/2 diameter or reaterIOd common 3 x 0.148 naal• or pp g 3 x 0.131 nails ( ) � Particleboard 1 :� _ �, 6 12 steel bolts.32 1/ 1 X 8d 2%"x 0.131" deformed nail( ) I 4diing-grooved underlayment nail 3 6 8401.4.1 GEOTECHNICAL: Footin s and foundations shall rest on rOther wall sheathings /a Staple 18 ga., a long,%6 crown 3 6 undisturbed soil with a minimum load-bearing value oaf 2000 NERC � T 2 21 8-16d common(3%" x 0.162");or Face nail on each side of end joint psf. Visually graded soils that have this load-bearing value 12-16d box(3 X"x 0.135");or 1 „ 1 I/2 galvanized roofing nail, /6 head 3 6 / 6d ring-grooved underlayment nail 6 10 Include 6W 4 6P-gravel and sandy gravel;6M 4 6G-silty and 13 Double top plate splice (minimum id lap splice length 33 / structural cellulosic fiberboard sheathing diameter,or V crown staple 16 ga., 1 X" long Staple 16 a 1 %long,%crown 3 6 d 9 gravely y 12-lOd box(3"x 0.128");or � p g ., cla a ravel;SW � SP-sand and ravel sand;SM d 5G-silt each side of end joint) 12-3"x 0.131"nails s :: � �: an c ayey sand. Unsuitable subsoil material encountered Q 1 / galvanized roofing nail, /6 head 1 6d ring-grooved underlayment nail 6 10 aurin excavation shall be excavated and replaced In-situ -3 1- 34 2%2" structural cellulosic fiberboard sheathing diameter,or 1" crown staple 16 a. 1 X" long 3 6 /2, s s 3 with Y4" crushed stone to a minimum de th of 8 inchess or AOBE. 0 P g g Staple 16 ga., 1 /long, /crown 3 6 P 16d common(3%2"x 0.162") 16"o.c. face nail 1 „ d 11/2"galvanized roofing nail; staple galvanized, 8402.2 CONCRETE: Basement walls,foundation walls,exterior O Bottom plate to joist,rim joist,band joist or 35 / gypsum sheathing „ 1 :: 7 7 wails and other vertical concrete work exposed to the �j t 14 16d box 3 1 " 1 i/2 long; 1 / screws,Type W or S For SI: 1 inch=25.4 mm. "p N .o blockingnot at braced wall panels) ( /2 x 0.135 ),or weather shall be air entrained stone concrete with a minimum ( P ) 12 o.c. face nail compressive, strength of f'o=3000 psi at 28 dogs. Porches, 0 IL 3"x 0.131"nails s ,� d 1 %4" galvanized roofing nail; staple galvanized, O 36 / gypsum sheathing 5 " 1 g" screws Type W or 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 Di m 3-16d box(3Y2" x 0.135" ;or 3 each 16"o.c. face nail 1 / long; yp floor slabs shall be air entrained stone concrete with a O 0 Bottom plate to joist,rim joist,band joist or ( ) Wood structural panels,combination subfloor underlayment to framing b. Staples shall have a minimum crown width of%6-inch on diameter except as noted. minimum compressive strength of f'c,=3,500 psi at 28 days. O. O 15 2-16d common 2 X"x 0.162" or 2 each 16"o.c. face nail blocking(at braced wall panel) ( )� c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. 4-3"x 0.131"nails 4 each 16"o.c. face nail 6d deformed(2"x 0.120")nail;or R403.1.4.1 FROST PROTECTION: Exterior footings and foundations O 37 4" and less 1 „ Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. i. to a minimum 6 12 P P PP systems shall extend below the frost line, e., 8d common(2/ x 0.131 )nail O 4-8d box(2 X"x 0.113");or d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 3-o below finished grade. 3-16d box 3 2"x 0.13") ; r 8d common(2Y2"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 } ( ) 38 / 1 „ 6 12 R404.1.'1 BACKFILL: Backfill shall not be placed against Z Q 8d deformed 2 a x 0.120 nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 O k 0 4-8d common(2%"x 0.131"); or Toe nail ( ) Y foundation walls until cured a minimum of� days. Brace top i IL 4-10d box(3"x 0.128");or IOd common(3"x 0.148")nail;or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speec is less than and bottom of wall during backfill placement. O _ 4-3"x 0.131"nails 39 1%" - 1%4" „ 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 plat:'to stud 8d deformed(2 y x 0.120 )nail 8502.1 WOOD FLOOR FRAMING: Load bearing dimension lumber O � Q� � , the spacing listed for panel edges, shall be Douglas fir-larch No. 2 or better. Laminated veneer 3-16d box(3 Y" x 0.135")• or h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336,Category C. lumber (LVL) shall have a minimum Fb=3,100 psi and modulus w Q ( ) For SI: 1 inch=25.4 mm 1 foot=304.8 mm 1 mile per hour=0.447 m/s; E=2.o x l0^6. w 2-16d common 3 %2"x 0.162" ; or End nail 1 ksi=6.895 MPa. � �� � � v Z 3-10d box(3"x 0.128"); or 8602 WOOD WALL FRAMING: Load bearing dimension lumber shall <d 3-3" m x 0.131"nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and be Douglas fir-larch No. 2 or better. Studs shall be a minimum i]_X sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL No. 31 standard or stud grade lumber. Q < 3-10d box(3"x 0.128"); or 0.192 inch(20d common nail),90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch,and 100a b c (� WALL SHEATHING USED TO RESIST WIND PRESSURES � � R1023 GYPSUM BOARD: All Interior walls to be covered with Ys" t- 17 Top plates, laps at corners and intersections 2-16d common(3 y"x 0.162"); or Face nailksi 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 2 noted on plans. Q _ b. Staples are 16 gage wire and have a minimum /6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN V W MINIMUM WOOD MAXIMUM PANEL NAIL Exterior wall covering shall be vinyl Siding tested �L - 3-8d"ox(2 X"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 V„it 8-1033 SIDING: g y g � 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 -a 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 0 to 18 1 brace to each shad and late „ . Face nail PANEL SPAN SPACING !L 2 P 2-10d box 3 x 0.128 ,or e. Spacing of fasteners not included in this table shall be based on Table 8602.3(2). THICKNESS instructions for high-wind regions. Use stainless steel nails for F- ( ) Penetration RATING (inches) Edges Field Wind exposure category 9 IL f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 Size (inches) ) fastening vinyl siding on buildings located within 3000 feet of � 2 staples 1 %4" (inches) ) (inches o.c.) (inches o.c.) B C D the ocean line. to inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less m 3-8d box(2Y2"x 0.113" or than 130 mph and shall be spaced 4 inches on center where the ultimate design windspeed is 130 mph or greater but 6d Common 1.5 24/0 % 16 6 12 140 115 110 8802.1 WOOD ROOF FRAMING: g dimension ( )� P P g P g (2.0 x 0.113 ) for rafters,trusses,roof beams and ceiling joists shall be O 2-8d common(2 y" x 0.131"); or less than 140 mph. 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 in accordance with GA 253. Fiberboard 8d Common 16 6 12 170 140 135 2 staples, V crown, 16 a., 1 34" long 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 1�,: „ vented space within the soffit. Attic Is unvented. 3-8d box(2 72 x 0.113 ); or blockingand at floor perimeters one Spacing of fasteners on roof sheathing panel edges applies to panel edges p P Y• P g g P g PP P g 3-8d common(2Y2"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. RCIO5.2 ASPHALT SHINGLES: Asphalt strip shin le wrappers shall PP Y g q g• g g P g PrP �' � 9 PP 3-I0d box(3"x 0.128");or the framingmembers need not be provided except as required b other provisions of this code. Floor perimeter shall be be labeled to indicate compliance with A5TM D-'1158 Glass 6 „ 3 P p q Y P or H,or A5TM D-3161 Glass F,and shall be fastened In NOTES 3 staples, 1 crown, 16 ga., 1 / long supported by framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 accordance with the manufacturer's Instructions to achieve 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 i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on 9• P i' 9 one side of the rafter and toe nails from the ceiling joist 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 gJ p P saltwater. 4-8d box(2Y2"x 0.113");or Lateral bracing requirements shall be in accordance with Section 8602.10. DRAWING NUMBER the opposite side of the rafter shall not be required. 3-8d common(2%"x 0.131"); or 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 j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. 3-IOd box(3"x 0.128");or span rating. Plywood siding rated 16 o.c. or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be provided from the exterior of the dwelling 4 staples, V crown, 16 ga., 1 %" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. In accordance with the UL listing. A - 1� THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING Load bearing or braced/shear wall m JOIST DETAILS Plate nail-er (0.135"x 3Yz")at above(must stack over well below) 12"on-center Load bearing or braced/shear wall above Plate nail, 16d 0.135"x 3 Yz") Plate nail,16d(0.135 x 3 Y2") 7 "' /Blocking panel: 1%"TJ Rim Board, 1 ( present) ALLOWABLE HOLES - TJI® Joists ( When sheathing thickness exceeds/ , 2x stud wall at Floor panel nail- g p ® must stack over wall below when resent at 16"on=enter trim sheathingtongue at rim board �Ya"TimberStrand LSL or TJI joist. No load bearing at 16"on-center � - „ , :, ® ®• 9 Z 9 16"on-center 8d(0.131 x 2/z)at 6"on-center J Blocking panel: Web stiffener � „ wall above 1Yz"hole may be cut Min.distance from Table A Min.distance from Table B Y O 1Ya"TJ®Rim Board, 11a"" Plate nail-16d(0.135"x 3/ ) Blocking panel: anywhere in web out- H required on both Web stiffeners required on 2x4 minimum Web stiffeners DO NOT side of hatched zone TimberStrand® LSL or at 16"on-center* 1Ya"TJt Rim Board, 0 sides at A2W ONLY Sheathing both sides at A3.4W ONLY squash blocks required each side ® cur or notch flange. TJI®joist Floor panel nail- 8d(0.131"x 2Y2")at 6"on-center* boundary nails, at B3W ONLY 1 a"TimberStrand LSL 8d(0.131"x 2Yz")a 1%"TimberStrand® or TJI®joist Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. Y,6" Web stiffeners 6" O 0 O g^ O each side at B1 B1W (((III111111 required on both nail Toe nail-10d(0.131" ides of both joist 6" L, 2 x D, D, Closely grouped round LZ 2 x LZ D, 6 6" V Toe nail, Toe nail, 1Y"TJ®Rim Board(A3/A3W When sheathing x 3")at 6"on-center ends at B4W ONLY No field cut minimum holes are permitted if minimum No field cut Do not cut O 10d(0.131"x 3' 10d(0.131 x 3") TJI rim joist only)or thickness exceeds 7/a 12" Web stiffeners required DO NOT holes in (applies to all holes the group perimeter holes In holes larger Y) min. End of joists at hatched meets requirements for hatched + LL at 6"on-center at 6"on-center 1Ya"TimberStrand® LSL. trim sheathing tongue 3 „ on both sides at B1 W cut holes to cantilever except knockouts) q than 1/2:•In For rim board thicker than 1/ centerline zones round or square holes. zones cantilever TJI®rim joist at rim board and B2W ONLY reinforcement q Q Web stiffener -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support AJ 3 Toe nail-10d(0.131"x 3") Table A - End Support required on both Must have 1/4"minimum at 6"on-center* Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels may be required �j sides at Al W ONLY joist bearingat ends. Attach * support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe B2 B2W Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support O _N Al Al W* A2 A2W 9c A3 A3.1 A3.2 e nail from side of parallel closure into rim board. walls above or below-see detail B1 B3 B3W below-see detail B1 64 B4W ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE z - O O rim joist per A3 detail. Jolsr TJi® *For additional installations specifications see Rim Board A3.4 A3.4 * DEPTH *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 tA3.2 tA3.3 P O O r' 3" a^ s^ sY'• r a%^ ,+^ 13^ z^ 3•• a" 5" s%^ 7 a�/' „^ 13- For O y Nail through 2x cantilever,wood backer and N Details and Installation in Weyerhaeuser Installation Guide 1%'"TJe Rim Board or 1Y4"TimberStrand® LSL. TJI®joist web with 2 rows 10d 0.148"x 3" 110 1'-0" V-6" T-o" T-0" 5'-0" 1'-0" 7-s" 2'-6" 3'-s" a'-6" < i Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. Blocking 1 ( ) , 210 r-o" r-s" z'-s" 3'-0" 5'-6" r-o" z'-o° z'-s° a'-o° 5'-0° Q es A 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�„ ( ) panel 230 1'-6" 2'-0" 2'-6" 3'-6" 5'-6" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" top and bottom flange.Nail to blocking panel Use 16d(0.135"x 3%")nails with 3%"TJIo 360 V-6" 2'-0" T-0" 4'-0" 6'-0" 1'-6" 7-6" T-6" 6'0" F-6" Q with connections equivalent to floor panel joist flange widths. 560 V-s" 2'-6" T-6" 5'-0" T-0" 2'-0' T.0" 4'-0" 5'-6" 6'-0" - 6'-0"length of TJ Is joist 8"diameter maximum hole for 11%"- schedule. 110 V-0" V-0" 1'-6" z'-o" 2'-6" T-0" F-s~ V-0" T-6" 2'-0" 2'-6" 4'-6" 5'-0" 6'-0" reinforcement and filler 16"deep blocking panels;6"diameter 1/s TJI Rim Board 1/a"TimberStrand® 1 LSL.Nail with 10d(0.131"x 3")nails, 7 210 1'-0" 1'-6" 2'-0" 2'-0" 3'-0" 3'-6" 6'-0" 1'-0" 1'-s" 2'-s" 3'-0" 5'-0" 5'-s" 6'-6- 4'-0"length of 8"diameter maximum hole for 117/"- block.Use 4'-0"length maximum for blocking panels 9/2"deep Attach reinforcement to joist „/^ 230 V-o" V-6" T-0" 7-s" T-0" T-6" 6'-6" ,'-0" T-0" 7-s" T-6" F-s" F-6" T.0" one each at to and bottom flange. with one 8d(0.131"x 2%2") 360 r-6" 2'-0~ T-0" T-6" 4'-6" V-0" T-0" r-s" 2'-6" 3•-s" 4'-6" 6'-6" 6'-6" T-6" Q 3/4'reinforcement both 16"deep blocking panels; p diameter with 9Yz"and 117/"TJI® or shorter than 12"long. p g Attach reinforcement to joist nail at each corner F1 applies to 560 1'-6" 7-6" T-0' 4'-0" 5'-6" 6'-0" 8'-0" 7-6" T-6" 4'-6" 5'-6" 7'-0" T-6" 8'-0" !-1 8"diameter maximum hole for 11 one side at E2,both joists. Do not cut flanges. 1 • 7 maximum for blocking panels 9Yz" j 110 V-0" 1'-0" V.0" 1'-0" 1'-6" 2'-0" 3'-0" F.6" V-0" V-0' V-6" 2'-0" T-6" 4'-0" 6'-0" 8'-0" Web stiffeners /"-16"deep blocking panels;6" sides at E3 deep or shorter than 12"long. with one 8d(0.131"x 2Y") Horizontal blocking uniformly 210 r-o" r-0" 1'-0" r-6" 2'-0" 2'-6" 3'-6" 6'-0" r-o° 1'-0" 7-0" 2'-6' 4'-0" 4'-6" s'-s" 8'-6" Load from above requires on both diameter maximum for blocking 1Ye"TJ®Rim Board 1Ya'" nail at each corner panels between each loaded joists 14" 230 r-0" r-0" r-0" r-6" 2'-6" 2'-6' 4'-0" 7'-0" r-o° 1'-0" 2' � Do not cut flanges. sides at E1 W ONLY panels 9/2'deep or shorter than TimberStrand®LSL.Nail with joist.Nail to top plate with only. iso V-0" ,'-0" V-6" 2'-6" T-6" 4'-0" 5'-s" 8'-0' V-0" V-6" 2'-6" 4'-0" 6'-a' s'-6" 8'-0" 9'-6" 1 12"long. , 1 10d(0.131"x 3")nails,one 12"length of 3/4" connections equivalent to Wood b �d` sso ,'-o" ,'-o" 2'-0" 3'-0^ a'-6~ 5'-0 6'-6" 9•-0^ V-s" T-0" 4'-0" 5'-0" T-0" 7'-6" s'-o" 1o'-o" /i 6" , Do not cut flanges. IV'TJ®Rim Board or 1/a" each at top and bottom flange. reinforcement on floor panel schedule. backer a+vim�e� �,v�J� z10 ,'-o" 1'0" ,'-o" ,'-o^ ,-o" 1'-s^ 2'-6" 3'-6" s'-o" ,'-o" ,'-o" V. 2'0" 3'-0" 3's" 6'-6" TimberStrand® LSL.Nail with one side at E5, 3 a5 �aP���ead5° 16" 230 ,'-0" 1'-0" 1'-0" 1'-0" 1'.6" 1'-s" 3'-0" 4'-0" T-0" 1'-0" 1'-0" 1'-0" 2'-0" 3'-6" 4'-0" 10d 0.131"x 3" nails,one Attach reinforcement to 12"length of/a" wd`�e� c �0 360 ,'-o" ,-o° r-o^ r-o~ 7-s" z'-6" a'-s" s'-s~ s'-o" r-0~ r-o" r-s" 3'-0" s-o" s'-s^ ( ) both sides at E6 reinforcement on on Full de depth verticale side �i�� •v�° sso r-o" r-o" r-o~ r-o" r-s" 3'-0^ 5'-0~ r-s~ 10'-0" r-o^ 7-0~ 3'-0~ a'-s° s'-s~ r-o" 10'-0" ' each at top and bottom flange. joist web with 3 rows pca g<`� 1�� I blocking between at E7,both sides at E8 F1 �a� 10d(0.148"x 3")nails at 6" 9 a^ s a^ r' s^ 10^ 12" 15^ 17 a^ s s~ r' a^ 10" 12^ 15~ 17^ Attach reinforcement on-center,clinched.Use 2 each joist 360 1'-0" 1'-0" ,'-0" T-0" 2'-0" 4'-0•' S-6" 10'-0" 1'-0" 3'.o" 4'-6" 6'-0" t0'-0" 11'-0" 13'-6" 2x4 minimum 0 " 7 :: E7 E8 Less than 5" 1s' to joist flange with 2 � rows with 9/z and 11/a Less than 5" 5so r-o° r-o" r-o° r-0" 7-0" 4'-6~ 7'-0" 1r-(r' 2'-0" T-6" 5'-0" 6'-6" 8'-0" ,1-0" 17-0" 14'-6~ squash blocks 1 "" �� p 360 V.0" V-0" 1'•0" V-0" V-0" 2'-0' 4'-0" 7'-0" 10'-6" 1'-0" 1'-0" V-6" T-0" 4'-6" 8'-0" 11'-6" 14'-0" 15'-6" q p Sd cerate"x When nails rc 6" �a� TJI"joists. Gap*: WEB STIFFENER ATTACHMENT 20 560 r-0" r-o" r-01 r-0" r-0" 2'-0" 4'-6" V-o" 1r-s~ r-o" 1'-s" 1Ya"TJ" Rim Board or 2 •\��� on-center.When reinforcing E5 E6 CS Use 2x4 minimum squash blocks to ® Face grain a+ O y"minimum O 0 Nai TimberStrand LSL. horizontal both sides,stagger nails. E4 1 " 1„ 23/"maximum Table B - Intermediate or Cantilever Support transfer load around TJI ,foist E1 E1 W Nail with 1 Od(0.131"x 3") E2 E3 Not for use with 3/2 TJI®joist flange widths Minimum distance from edge of hole to inside face of nearest intermediate or cantilever su ort O O nails,one each at top and O (1Y"for TJI' Nailing: 9 p bottom flange. Option#1: 560,560D) See sizes below. JOIST TJi® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subtloor TJI®joist blocking with end DEPTH 2" 3" 4•' S•• 6Y" 7" 8%" 11" 13" 2'• 3" 4• 5" 6Y" 7" 87/e^ 11" 13" Web stiffener both sides. adhesive to all blocks installed at Y3 joist-span 110 7-0" z'-6" T-s" 4'-s" T-s" r-s" z'-6" 3'-s" 5'-s" s'-s° Flush bearing plate required. Structural exterior sheathing locations using See sizes below. *With point load from above,and no support Hanger height must ® contact surfaces below,install web stiffener tight to top flange 9%" 210 7-0" 2'-6" T-6" 5'-0" 8'-0" 2'-0" T-0" 4'-0" V-6" T-6- be 9 Double TJI Joist Filler Block: Hanger Backer Block: Install tight Maximum Ya"overhang two 8d 0.113"x 2 ---,.,Tight fit* 230 2'-6" T-0^ a'-o" s-s" 8'-6" 7-0" T.6" 4'-6" 6'-6~ T-6" bei a minimum of 60% Flashing ( Y ) 9 (gap at bottom flange) Attach per the table.Clinch to top flange(tight to bottom permitted at beam. nails or 360 T-0" 4'-0" s'-6" 6'-6" V-o" T-0" 4'-6" 5'-6" T-6" F.O. ofjoistdepth 1 „ Nailing Requirements 560 3'-6" 5'-0" s'-0" T-6" 10'-0" 4'-0" 5'-6" 6'-6" 8'-0" 9'-0" nails when possible. flange with face mount hangers). Treated 2x_ 1sPa 2/ screws, Depth Minimum Web Clinch nails when possible. I ledger ol�l°�5 �a�' typical TJIqD Joist Series (in.) Stiffener Size Type Number Nails 110 r-0" 1'-0" 1'-s" z'-s" 4'-0" '-6" 8'-6" 1'-0" r-s" 7-6" 4'-0~ T-0" T-0" g'-6- ledger Intermediate 210 1'-0" T-0" T-0" T-0" 4'-6' 6-0" 9'-0" V-0" 7-0" T-0" 4'-6" 8'-0" 8'-0" 10'-0" See fastener 5 "" 5 11�/e" 230 1'-0" 2'-0" 2'-6" 3'-6" 5'-0" 5'-s" 10'-0" 1'-0" 2'-6" 3'-6" 5'-0" a'-s" s'-o° 10'-6° 1%"TJ®Rim Board or 1%" 110 All /s x 2/6""' V-0- table below.Maintain 210 All 3/"X 25/6"'" Bd 360 2'-0" T-0" 4'-0" F-6" 7'-0" T-6" 11•-0" 2'-0" T-6" F-0" T'0" 9'-6" 9'-6" 11'-0" Top mount TimberStrand® LSL. 560 T-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- hanger distance(minimum)from Option#2: 230&360 All 7/""x 2s/6"u' (0.113"x 2%'") 3 3 110 r-0~ r-0" r-0" 1'-0" z'-o" 2'-6" 4'-6" 8'-6" 1'-0" 1'-0^ 1'-0" 7-6^ F-0" s'-o~ V-0" 12'-0' hanger / edge of ledger to fastener. 1 2x_strapping installed at/ 16d 210 r-o" r-o° r-o" r-o^ 2'-6~ 3•-0^ s-s" s•-s• r-0" r-o" r-o" 3'-6^ s'-o• r-o" 10'-0^ IT-0- Face block joist-span locations using two 2 560 All 2x4'2' 1 14" 230 r-o" r-0" r-0• 7-0 T.6" 4'-0" 6'•0" 10'-6" V-0" V-0" 2'-6" 4'-0" 6'-6" T-6" 11'-0" 13'-6" Face mount Allowable Load(lbs) " (0.135"x 3/") 360 r-o~ r-o" z'-o" 3'6" s-6" 6'-0" 8'-s" 12'-6" T-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 17-0" 14'-0" hanger both sides of web / screws per joist,typical 9 ® Fastener IX"TimberStrand® 1%"TJ®Rim Board 18" 4 4 560 V-0" V-0" V-6" T-6" 5'-6" V-6" 9'-6" 13'-6" 1'-0" 3'-0" F-0" T-0" 10'-0" 11'-0" 13'-61• 15'-0" with single TJI joist LSL rim board Option#3: 560D 20 2x416d 5 5 212 r-o" r-o° r-o• r-o" r-o° r-o" 3'-s° s'-o" 10'-0° r-o" r-o" r-o" r-s" a'-s~ 5'-6° 10'-0" 1r-s• 1s'-o" Web stiffeners required if sides of y"lag bolt 610 480 Direct/ applied ceiling 22"'3) (0.135"x 3Y2") 6 11 230 r-0" r-o" r-o" r-0" r-s" 7-0" 4'-0" 6'-6' 1 V-0" 1'-0" 11 0" V-o" 2'-6" 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 H2 H3 24"'3) 6 13 3so 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 4'-0" 6'-s" 10'-0" 13'-6" 1'-0" 1'-0" 2'-0" 4'-0" T-6" 8'-6" 13'-0" 14'-6" 1T-0" O O for downward loads exceeding 250 lbs or for uplift O Corrosion-resistant fasteners required for wet-service applications. PB1 ( ) g (� least/a of TJI Joist top flange LA O p layout, O 1 PS1 or PS2 sheathing,face rain vertical " " „ ^ „ „ ^ V When specified on the la out one of W sso ,'-o~ ,'-o° r-o" r-o" r-s° 3•-s' T-o" 1r-o° 15'-0" ,'-o° r-o' 3'-s" s'-s° s'-o° 10'-0" 1a'-s° 1s'-o" ,s'-o' conditions.For nailing requirements see page 5,TJ- 9 9001, Weyerhaeuser installation Guide for Floor and the bracing options above is required (2)Construction grade or better 4" s s 7 a 10 12 15 17 a 5 6 7 a 10 12 1s 17 Roof Framing, TJ-9001. 3 Web stiffeners are always required for 22"and 24"TJI®560D Joists 18„ 360 1'-0" 1'-0" 1'-0" 1'-s" 3'-0" s'-0" 9'-0" 15'-0" 1'-0" 1'-6~ a'-o~ 6'-s" s'-o" ,4'-s" 16'-6' ,9'-s" _ 560 1'-0" 1'-0" 1'-0" 1'-0" 2'•0" 6'-0" 10'-0" 16'-6" V-0" T-6" 6'-0" 8'-6" 11'-6" 18'-6" FASTENING of FLOOR PANELS 20„ 360 1'-0" 1'-0" V-0" 1'-0" 1'-0" T.0" 6'-0" 11'-0" 15'-6" V-0" 1'-0" ,'-s" 4'-0" T-0" 12'-6" 16'-6" ,9'-0" 21'-0" I;Rr✓- L BEAM DETAILS Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 560 -0" 1'-0" -0" 1'-0" 1•-0" 1 1 1 TJI®(1)(2) Rim Board 1�•" UP Joists 110 210 230 or 360 560 Rectangular holes based on measurement oflongest side. j.j..11 U� Nail Size + ." ® TimberStrand®LSL Microllame Parallam® + lY) Z (V 110,210, 360 and /a TJ Ri 1ya" 9y2"or 9/2"or 14"or • Leave y" BEARING FOR DOOR BEAM TO BEAM BEARING AT Depth 9�"or 14"or 18"or 7 14"or 18"or a of web(minimum)at top and bottom of hole. DO NOT cut Joist flanges. � W I BEARING AT WALL and 230 560 Board TimberStrand®LSL or wider LVL PSL r 14'" •r 16"" •r 11/e" ZZ W Z OR WINDOW HEADER CONNECTION CONCRETE WALL 11/a" 11/a" 11/s' 16" 20" 16 20" Tables are based on uniform load tables in current design literature. 1� Z_ V 8d(0.113"x 2y2"),8d(0.131"x 2Y2") 4" 3" 6" 4" 3" 3" 3' Filler Block(1) 2x6+W 2x8+3/" 2x6+Y2" 2x8+Y" 2x12+y" Two Two Two .I W O-I W 1�"TJI Rim Board Or Strap per code if top plate 2x6 2x8 • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located _ 10d 0.148"x 3" ,12d 0.148"x 31/4" 6" 4" 4" 4' 4"" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 - cfJ Z • ( ) ( ) at the center of the joist span provided that no other holes occur in the joist. Q 11/4'"TimberStrand® LSL or Is not continuous over Cantilever 2x6 2x10 2x6+%" 2x10+%" 2x6+%" 2x10+JZ" it O 16d(0.162"x 3Y2"') 6" 6" 8' 6" Not blocking for lateral support header "1 a Filler 4'-0" 6'-0" sheathingsheathingsheathingsheathin Nota livable (1)Stagger nails when using 4"on-center spacing and maintain 1 %"joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long applicable PP ALLOWABLE HOLES - Headers and Beams Z LU 13 Z O Z panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for 1 < W blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI ®joists. Backer Block() 1.55E TimberStrand@ LSL Headers and Beams 0_ / �w _ 0 O Strapper code if to :'•:' 9 P 9 9 9 J ' s „ s , 3 7 "" , " ". --I -� P P Detail F1 O 2 For non-dia hra m applications,multiple rows of fasteners are permitted if the rows are offset at least/"and staggered. ( /a or/ /a"or/8 /e or 1 Net 2x6 2x8 2x12 IY late is not continuous ( > P 9 PP P P ' 99 ) over column (3)With 10d(0.148"x 1Y=')nails,spacing can be reduced to 3"on-center for light gauge steel straps. or H2 2 x diameter of the OL O > To mount 3 1 if necessary,increase fiflerand backerblock height for face mount hangers and maintain/"gap at top ofjoist;see detail W Fillerand backer largest hole(minimum) O (� Top (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1 /"(to avoid splitting). block dimensions should accomodate required nailing without splitting(12"minimum intain Ya'ga at and 2joist; ee d for filler lura) � f(� X Q hanger v I 9 Protect untreated (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 e"(to avoid splitting). %depth 6 Column Face mount ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings sipersede Allowed hole zone < Z Q Q 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,T,1-9001. 0 0 0 Z literature for framing connectors ■Nailing rows must be offset at least X"and staggered. ■14 ga.staples may be substituted for 8d(0.113"x 2 Y")nails if minimum penetration of 1"into the TJI®joist or rim board Is achieved. 0 0 0 0 0 1.55 ETimberStrand®LSL - ■Maximum nail spacing for TJI®joists is 18"on-center. Joists must be laterally supported at Header or Beam Maximium Round cantilever and end bearings by blocking Depth Holle Size Multiple-Member Connections for Top-Loaded Beams panels,hangers,or direct attachment to 9Ya"-9y2" 3" g" 8" 11%%11%" 3%" p p TJI® joist framingdoes not a rim board or rim joist. Fastener Installation Requirements E1 14"-16" 4%"' Fastener require bridging or mid-span General Notes See illustration for allowed hole zone Piece #of r' rr- ';• Width Plies ni When fasteners are re uired on both blocking • Allowed hole zone suitable for headers and beams with "�'� Type Min.Length #Rows O.C.Spacing Location q uniform and/or concentrated loads anywhere along the member. •»*•r•,•.•1 • Round holes only 2i sides,stagger fasteners on the second . •� t f" J 10d nails 3" 3 No holes in headers or beams in lank orientation. ep 1 } BEARING AT 12"• side so they fall halfway between P ` 2 12d-16d nails 3 Y4' 2'2' One side COLUMN fasteners on the first side. Other Trus Joist® Headers and Beams Screws 3%"or 3Y2" 2 24" H2 � '�•' t : ._ 10d nails 3 3'2' DO NOT bevel cut joist Al Rim board joint 12" Both sides O J 1 2> beyond inside face of waU• Microllam® LVL B x a i l c' 'a:' 12d-16d nails 3/4" 2 E2 between joists ?��� •� 1 DO OverhangseatCuts 1.3E TimberStrand and Parallam®PSL 1%" 33/a"or 3Y2' Both sides On beams beyond the inside LSL hole zone hole zone 2 x diameter of the Ys depth . ' Screws 2 24"" Load must be applied evenly across 3. r` 5" One side •r:,,>,.,rr: entire beam width.Otherwise,use face ofsupportmember, largest hole(minimum) `+6;.,1't [ _ •«�*. Verify column capacity 10d nails'3' 3" 3'2) One side connections for side-loaded beams. DO NOT cut,notch or drill and beam bearing 12'" (per I jOCT Q o 2QZ1 holes in headers or beamsLIVERED L5 length.See current 4 12d-16d nails(') 31/" 2'2j (P ply) Weyerhaeuser literature. 5"or 6" Both sides dL except as indicated In 0 0 o illustrations and tables. • o 0 Screws 2 24"' Multiple pieces can be nailed or bolted together to CS 6 3/4" One side L6 form a header or beam of the required size,up to a TJI®rim joist 1 Microllame LVL and Other Trus Joist®Beams Q 5"or 6" Both sides maximum width of 7" " 1V"TJ®Rim Board or 1/a" Parallam®PSL Header or Beam Maximum Round --1 Screws 2 24" 3Y2' 2 6 3/a" One side TimberStrand® LSL. allowed hole zone Depth Hole Size O r O middle%span 4 e" 1" O O Y2'bolts 8" 2 24' - 1 3 O � d ,� (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPr"'. B1 L1 d 1.3E TimberStrand® LSL allowed hole zone d 5� O COLUMN D ETAI L;� (2)An additional row of nails is required with depths of 14"or greater. 7y 20 2 N to `9 (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 See illustration for Allowed Hole Zone O O n ' -L General Notes I� m B2 • Allowed hole zone suitable for headers and beams with uniform loads only. O Z • Round holes only O BEAM ON • No holes In cantilevers. m COLUMN CAP NAILING AT BEARING (FLOOR) L5 63 TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist • No holes in headers or beams in plank orientation. "o 1Ya"TJ®Rim Board or (Load bearing wall above) 1Y4"TimberStranids LSL. Joist may be shifted up to 3"if Use B1 or B2 at One 10d(0.128"x 3") P " ' � � - O floor panel edge is supported O B4 intermediate bearings A R N I N G }- O One 8d(0.113"x 2%") nail into each flange and span rating is not exceeded. ((� O O Z nail each side. Drive Do not cut joist flanges. with load bearing or Joists are unstable until braced laterally v I i Q (y braced/shear wall 00 Q P P1 nails at an angle at Plumbing Drop Blocking ► Sheathing Lines O x 0 O least%"from end. from above Bracing Includes: O - W Hangers Rim Board Rim Joist V Q < Q O End of joists s Strut at centerline 3Y2"minimum of support L2 Also see detail 82 COLUMN BASE 13/a"minimum end bearing intermediate bearing single-family applications 5%"may be required H1 p/ V Z for maximum , _ Shear transfer:Connections equivalent capacity O o yy � A- X~ to floor panel nailing schedule • p® X I-_ `� Rim to TJI®Joist ° • DO NOT walk on joists DO NOT walk on joists DO NOT stack building d (� " _ :;<?'(`• '` ''� 1 ® TJI®560 rim joist:Toe 0 o until braced. that are lying flat. materials on unsheathed 1/a"TJ Rim Board, Additional joist is required if 111/4"TimberStrand® LSL or nail with 10d(0.128"x 3") floor panel edge is unsupported L4 0 INJURY MAY RESULT, joists.Stack only over -1 (!} - TJIO 110 rim joist: nails,one each side of or ifs an rating is exceeded. •• •,. WARNING NOTES: beams or walls, W p 9 o Exterior Deck u - P2 One 10d(0.131"x 3")nail TJI' joist flange TJR560 : :' O LA DO NOT use sawn Lack of proper bracing during construction can result in serious . 11L Attachment Q O into each flange floor joist •..: f, . lard or blocking, accidents.Observe the following guidelines: O lY Structural 9 TJI®210,230,and 360 rim ° 0 board orb locking, ®. . U- INSTALLATION TIPS .:, . • ,:,. sheathing 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI Joists must be completely installed and properly nailed. IL O 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 3y2")nail •Subfloor adhesive will improve floor performance,but o aferinstallation. accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. O 1%"minimum bearing into each flange may not be required. O Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each 0 ih Top View o Safety bracing 1x4 en 9 Y highly P 9 Locate rim board joint between joists. Y g( engineered/umber, joist.Without this bracing,buckling sideways or rollover is hi hl probable under light construction loads-such as a � •Squash blocks and blocking panels carry stacked Protect untreated wood 0 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 0 joist before additional loads can be placed on the system, of a TJIa joist(with web stiffeners)is not a substitute concrete 1Y2"knockouts at O H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. t• 6.The flanges must remain straight within 1/2"from true alignment. »,• IV'TJ®Rim Board or 1%"" for squash blocks or blocking panels. approximately Fasten at each joist with TimberStrand® LSL. 12"on-center two 8d(0.113"x 2Y2')nails minimum Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this DATE: OCTOBER 2021 �':'��"'' •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit&y.com/inform. Optional plumbing or HVAC. flush with inside face P3 non-shrink See framing Ian If applicable)or I-JOIST DETAIL5 rout Drive nails at an g p ( pp ) of wall or beam 9 One 10d(0.128""x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam, Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. ©2014 Weyerhaeuser NR Company. All rights reserved. 1Y2"minimum from end end and intermediate bearing lengths. IL February 2014 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJIJoistInstaiiation Guide, T3-9006, which should be referenced for additional information. A - m TONN COMMENTS z o RETAIN STORM WATER F UNOFF ' ' THE OASIS ' ' PURSUANT TO CHAPTER 236 PPR0ED AS NO ED OF THE TOWN CODE. z DATE: D B.P.# A allAL I TY NFEN HOMF_ MO1�E-L X31' o FEE: BY: COMPLY WITH A L CO )ES 0B /' NOTIFYBUILDING 7FPARTMENT AT OASIS AT MATTI TUCK, CORP. 765-18(2 8 AM TO GPM FOR THE NEW YORK STATE TO V� [ fF FOLLO /ING INSPECfIO^JS: AS REQUIRED AND OND zP) Cn 1. FO NDATION - TWO REQUIRED u� Z FOF POURED CONCRETE O O 2. ROUGH - FRAMLNC & PLUh`ialPJG � '� � � � � � I `"A D 3. I!US LATiON 4. FIN L - CONSTRU('Tir)N MUST l BE OMPLET_ FOR G.O. __._ Y.S.D ALL C NSTRUCTICN SHALL MEET THE - REQUI EMENTS OF THE CODES OF NEW YORK 3TATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLUMBER CERTIFICATIC,V ON LEAD CONTENTBEFCRE OCCPANCY OR CERTIFICATEOFO CUPA IC USE IS UNLAWFUL SOLDER USED /N WA TE LU SUPPL Y SYSTEM ANN T WITH UT CERTIFICATE EXCEED 2/10 OF % LEA >. p OF 0 CUPANCY v -PLUMBING EII.ECTRICAL ALL PLUMBING WM TE INSPECTION REQUIRED &WATER LINES Na .D TEtTING BEFORE COV :RING I DO NOT PROCEED W TH I Tnl-'SS PL ZARDIEG REQUIP?EID FRA( INC UINTII '7"EY OF FOUND^,; .'.;' HAS BEDar✓r hQV D.__ A,�u 1, - - - - - - provide Manuals- - - - - - - - t p Blower door J and S as per and ductwork MIS Energy Code testing irequir . :r 1,11 exterior lighting installed,replaced or I N c aired shall conform. �/ OL P LU m o : of the Town Code LU w m 10 12 _zz d d d1zV IT FINISHED SECOND FLOOR _ _ _ _ _ _ - ' UZW � - - - - - NOTES INDEXED TO THE ` r O z 2020 ENERCCY GONSEFZVATION GONSTRUGTION z tu O z0, L z CODE OF NEW YORK STATE 1 U i�w w Q� ^OOC RI01.5 COMPLIANCE: This building was designed and shall beQ 7-- Q AC - - constructed to meet the 2020 ECCCNYS. Both RE5check N.S. O O V `- Department of Enerand REM/Rate Moresco) computer (� (V ° Q LU software was utllitzed to demonstrate compliance. All Z (� } mandatory provisions of the 2020 ECCCNY5 - Residential Provisions are In force. N RI05.2.2 WRITTEN STATEMENT: To the best of my knowledge, C', belief and professional Judgement, these plans complly with the o Energy Code. Furthermore,as a RE5NET certified rater (I.D. ' No. 26143cM), i certify that these pians comply with the Home Li Li L==� L�ij L_� L_� Energy Rating System (HERS) program. A signed certification of compliance with the HERS program (HERG) will be !submitted of the constructed building to demonstrate complione. ,,••^•'x••: FINISHED FIRST FLOOR R301.1 CLIMATE ZONE 4A Suffolk, •fi`r� `R 0N ` ::,�;P a �,.+`•Na R4012 COMPLIANCE: This project complies with 2) Sect.lon 8405 5lmulated Performance, Alternative,, and the provisions of -�t j QiFINISHED GRADE ( Sections R401 through R404 labeled "Mandatory" r`' r fJ Mandatory re uirements: 11 I I I I I I I I I R4013 CERTIFICATE, Builder to post er code. L 8402.4.1 THERMALAGHbyHER5raer. 5eeTableR402.4.1..1dinplcans.dto3 f ,. L •; ? ' f,� Q ° , --- - - - - - - - - -� R402.4.2 FIREPLACES. Factory built with UL M doors. 8402.4,3 FENESTRATION: See window/door schedulle L - -1- - I I ( I I I I I R402.4.4 FUEL-BURNING APPLIANCES: All room heating and pE_IVERED FEB 2 2 2021 hot water heating appliances to be direct vent iwith both Intake and exhaust pipes installed continuous to the outside. D - L-1 FJ L-1 R402.45 RECESSED LIGHTING: IG-rated and labeled as 3 I - - I - having an air leakage rate of not greater than 2.0 cfm Q LT_ - I- - J L - J L_ - J per Gode. JO r - - - - - - - - - - - - - - - - - - - R402.5 MAX. U-FACTOR d 5116G: See window schedule. - - - - - - - - - I- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8403.1 CONTROLS: See plans for thermostatinforrrnation. R403.3.2 DUCT 5EALIN6: All ductJoints shall be ° mechanically fastened and sealed with duct mastic sealant. Apply mastic to duct seams. 8403.3.3 DUCT TE5TING: A duct air-leakage test Is not O Ti required under exceptions I and 2. n/ m 8403.3.5 BUILDING GAVITIE5: Framing cavities shall) not be z used as ducts or plenums. °X O R403.4 MECHANICAL 5Y5TEM PIPING INSULATION: Ilnsulote mechanical system piping carrying hot water to an V N R-value of not less than R-3. �[ I=fizONT L � TION R403.5.1 HEATED SERVICE HOT HATER(5114 CIRCULATION O V = N 5Y5TEM: Not in project. R403b MECHANICAL VENTILATION: ERV continuous SCALE: 1/4 = 1 ft I=L00 TABLE ventilation system specified in the plans exceedO ° exceeds the z minimum efficacy of 1.2 cfm/watt. 1 Q IL - R4033 HVAG EQUIPMENT: 511zed in accordance with ALGA O 7- Manual Manual J and Manual 5. O OO 1Q ° FIRST FLOOR I,bbQ sf R403.8 MULTIPLE DWELLING 5Y5TEM5: Not applicable a SECOND FLOOR I,11ci sf R403A SNOW MELT: Not In project. — U d Q 6 8403.10 POOLS AN SPAS: Not in project. up- o- LU GARAGE 586 sf P J w — � Z 8403.11 PORTABLE 5PA5: Not In project. v BASEMENT 1,6Q8 5f R404 LIGHTING: Builder to Install high-efficiency lamps In at � IY. V PORCH 1'75 sf least c1O% of permanently Installed fixtures. 1_<< �-- TOTAL LIVING SPACE 2,848 sf R405 51MULATED PERFORMANCE ALTERNATIVE: This method was f X used to show compliance with the Energy Code. REIM/RateQ Q OL software was used to model the buildin erformace - see < 0 0CONDITIONED FLOOR AREA 4,546 sf 2020 IECC Energy Cost Compliance report provided with 60 — (INCLUDES BASEMENT) Permit Application. REScheck was used to model the building v W INFILTRATION VOLUME 48,830 of performance based on national standards - see REGcheck Compliance Certificate and Inspection Checklist provided with (INCLUDES ATTIC 4 BASEMENT) J IU Permit Application. ° LUIlL O u- O I- m INDF-X TO DRANINOS ° DRAWING No. COVER 4 ELEVATION A-1 DATE: FEBRUARY 2021 ELEVATIONS A-2 FOUNDATION PLAN A-3 FIRST FLOOR PLAN A-4 COVER $ 2nd FLOOR PLAN A-5 ELEVATIONS WALL BRACING PLAN A-6 ROOF PLAN A-1 SECTIONS 4 DETAILS A-8 NOTES A-a DRAWING NUMBER TJI-DETAILS A-10 A == 1 m Z O H Z 0 O Il(- w Z 11 Ill IITI I Ill ° �' O it 11 11 11 1 o 11 111111 IIITII 11111l 1ITII IlTi m-1 -711 111 ,ftuUl IIITIIIITTIIIITFIIIIMI 11 11 111T it WITH till 11 ilil 11 1111 it JIT11 11ITil HTIJ 77 7 i #R W R V1 N� J-1--1-1 O LLJ m � O Z Z d-t d) zV — JV- OJIU REAR ELEVATION o Iv }- 0- t- o Z SCALE: 1/4" = 1 ft ZZ O w D4 ju > �w � @O n/ O pi O 0> �d7 6 o o Q Q a DELIVERED FEB ^ 2 1021 o J 0 0 � t p_ >r 8 5 ° - - - - - -12 - - - - - - - - - - - - - - -42 - - - - -- - - - - 12- - - - - - - - - - - - - - - - - - - - - - - - - - 12 �4 4 4 -V- \Z V-oIL aLu zEE ®- ® - - -® ®- ® ® ki 0 ® ® ® ® ® ~ X 0=-ED 0 IL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EI-El- - - - - - - - - - - - - - v1 to IL tT V-" E3�QJF7 El El U1101 O � 0 O m J DATE: FEBRUARY 2021 511:;)E ELEVATIONSII7E E1...EVATION SCALE: 1/4" = I ft SCALE: 1/4" = I ft REAR 4 SIDE ELEVATIONS DRAWING NUMBER A - 2 2x8 [UG3B] P.T. LEDGER 235# ASPHALT SHINGLES;MIN. (4)-FA5TENERS PER 1/2"N x 4" GALV. LAG 5GREN5 AT 16" O.G. STAGGERED Z STRIP FOR EAVES LESS THAN 20' ABOVE GRADE 0 [R507.21 [Rg05.2.6] H O '15'-0 No. 15 ASPHALT FELT UNDERLAYMENT [R905.1.1] _ TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 1 2'-O" 3'-6" SELF-ADHERING POLYMER-MODIFIED Z V BITUMEN ICE SHIELD BARRIER [Rg05.1.2] O 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES 1 I 1 4'-6" 5'-6" 14'-0" 6'-6" 8'-O" to I6-O 36" INSIDE EXTERIOR WALL LINE FOR > 8:12 SLOPES � _ _ _ _ _ _ 1/2" STRUCTURAL PANEL SHEATHING [R503.2] A - P.G. FTG 1L R-3q CLOSED-CELL SPRAY FOAM (SPF) INSULATION () J W �- SOLID WOOD $LOCKING Z N �J �(2)-2x8 P.T. GDR DECK LATERAL G NNEGTION [R501A.2] 0 _ J 7 L _ J �- 51MP50N DTT2 IL BASEMENT ENTRANCE STAIRS o DEGK 8 INSTALL IAN MANU AGTURER'S SPECIFICATIONS CEILING J015T •� (V 8" REINFORCED CONCRETE RETAINING WALL N 0. z ABOVE (TYPICAL-3) Q (� DRIP EDGE [Rc105.22>51 #4 REBAR AT 12" ON-CENTER EACH WAY Q � `J STANDARD HOOK AND LAP INTO 16" x 8 N" P.G. 0 Q O FOOTING. 2" MIN REBAR COVER - - - - - - - - - - - - - - - - - - - - - - - __ _ - IxBWOODFASGIA - - - - - - - - -- - - - - - - - - - I/2" GYPSUM WALL$OARD I SOFFIT VENT - -- - - - -- -- - - - _ !Y - - I DOUBLE 2x TOP PLATE I VINYL SIDING. ATTACH THROUGH RIGID - s - - - - - - - - - - - - li - - - - -- - - - - - J 3 2 SLR 3 2 5LR -I I MINIMUM 24 LAP SPLICE LENGTH [R602.3.2] I i 0 0 ° ° MANUFACTURERSOOD�RCTIONS FOR HIGH-WIND r MINO PEP, - o I AREAS AND TO RE515T A MINIMUM 28 psf I r 56" H ND I [R 11.7 8] GONG PLATVI _ Q m SUCTION LOAD (EXPOSURE B) OR 40 paF •tk} (EXPOSURE G). AND STEPS IEMERGENGY ESCAPE 4 :p (2)-1.15x11.875 LVL GDRN I R 5E S - 0O IRESCUE OPENING [IR3I0] IL 0 (ENGINEERED DESIGN)DRYNELL ( r - - - -I x- - - - -- - - - - - - - - - - - - - - - -I L - - - - _ 4-3 - - I PLASTIC HOU5EWRAP INSTALLED OVER FOAM iINSULATION. INSTALL AND TAPE ALLSEAMS PER _ - - - - - - - - - - - - - - - - - - - - - - - - Q d Lu 2x4 WALL STUDS AT 16" O.G. MANUFAGTURER'S INSTRUCTIONS [R703.2] r- - - � r 7'-4" I I 7'-6" I I ? 6" I I 7-6 I I 7-4 -I I w w lD L - - - J L _ _ _ J L _ _ J L _ __ J -a D R-I5 UNFAGED FIBERGLA55 BATT INSULATION O < R-5 I-INGH THICK EXTRUDED POLYSTYRENE (XP5) I 2x8 PLATFORM I Q i I I 0.<N iv I/2' GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALLgUSING GAP-HEAD NAILS WITH A MINIMUM /4 I I Q BASEMENT I L - - - 1- O^ z R-13 2" OL05ED-CELL SPF INSULATION PENETRATION;SPACED 12" O.G. PERIMETER AND OI 4" P.G. SLAB I O Hyl v ry I6 O.G. FIELD. J < I z O I ?$ O (ALSO AT RIM JOIST IN SECOND Ip ! o N d)= FLOOR PLATFORM - NOT SHOWN) NOTE: _ 01 w L _ _ _ I N N Q 1/2" STRUCTURAL PANEL SHEATHING HOLDDOWNS ARE I I GAS WATER HEATER I ( z X N I �t 3/4" STRUCTURAL PANEL SUBFLOOR 0 z I I NOT REQUIRED FOR N o i Q GPVT 50M200 z I I O THIS FROJEGT. w _ z 2x SOLE PLATE O 1 � CAPACITY = 50 gal I I Q 2x BAND JOIST �w I I O -7 t1 p 0 I I I I CO x w l 1 u_ I - N N 2x6 PRESERVATIVE TREATED SILL [UG2] 1L N POST I I I I ` FLOOR JOISTS COPPER TERMITE SHIELD 1 1 (2)-1.75x11.875 LVL GDR _ - - - - �I ABOVE�1 I I I_ " OVER SILL SEAL cv I I � I I 1 1 (ENGINEERED DE51GN) (- -I I I 2x6+J 1- 0 0.0 I I AT STAIRS AME I AT I� rb - EXTEND 51DINO TO WITHIN 12" OF FINAL I - I - I -- I -- I WOOD SILL PLATE TO FOUNDATION ANCHORAGE GRADE FOR HISTORIC DISTRICTS - -- -- - -- �' 'y'{ �-'� - LR403.1.6] UNEXGAVATED I I -- -- -I- 1- I �---__ _: �--- -{- -� : 1, - - -- I m MINIMUM)�" dla. ANCHOR BOLTS SPACED NOT N = I I I I GREATER THAN EMBEDDED 3-0" NOT LESSHAN 71NT0 CONCRETE OR ROUTED FINISH GRADE BEAM POCKET IL 10' " L J CELLS OF CONCRETE MA50NRY UNITS. THE -6) -OBOLTS SHALL BE LOCATED IN THE MIDDLE THIRD(TMP 6-0 - - - ==I Q OF THE WIDTH OF THE PLATE. A NUT AND n, (� Q I ( o z I WA5HER SHALL BE TIGHTENED ON EACH ANCHOR 1�. BOLT. THERE SHALL BE NOT FEWER THAN TWO z m 1- k) 3 I I 3-1/2"c1) STL COLUMN `� 5-1/2"(P 5TL COLUMN I w I r BOLTS PER PLATE SECTION WITH ONE BOLT 6 T (nom Z I I 4"x12"x1/2" TOP PLATE Q r- 4"x12"xl/2" TOP PLATE I[Q I I LOCATED NOT MORE THAN 12 INCHES OR LE55 z I- v V w m z Lu z 12"x12"x3/4" BASE PLATE -�' 12"x12"x3/4" BASE PLATE I THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH w_ tX z Z - f0 w0. I I ON 4'-0" x 4'-0" x 14" DEEP P.G. FTG. w ON 3-0'x3'-O"x12" DEEP P.G.FTG. I I END OF THE PLATE SECTION. WALLS 24 INCHES 00 z � }' T 13 w i w/(6)-#4 REBAR EACH NAY O w/(3)-#4 REBAR EACH WAY P05T I I I ' TOTAL LENGTH OR SHORTER SHALL HAVE NOT ^Ul z (� O I I 3" COVER FROM BOTTOM (TYPIGAL-IO) ABOVE LY I N FEWER THAN ONE ANCHOR BOLT LOCATED IN THE J Uj (� �J ,- Q Z Q 00 I I cx NII I CENTER THIRD OF THE PLATE SECTION AND -i J 1 I 1 z IrJ (a I I (2)-1.75x11.875 LVL GDR lu ° I I I SHALL BE ATTACHED TO ADJACENT WALL Q w V m vQ z z J`-1-1 r O z (ENGINEERED DESIGN) 0. N ( 1 PANELS AT CORNERS AS SHOWN IN ITEM q OF Q N v v Lu } LU ® !1J O~ I I I TABLE R602.3(l) Q W d Q `j w Q-1 -�O �Q r - - -� r - � mI 0 v 1 D_ I I - - - - - I I I i~ I I I Qo�� µ � � � mV < (Y I I __ -- -------- -- I R-11 BASEMENT WALL BLANKET INSULATION 0 O v p� O�' O w w 1)- O Q x 0. V P.G. FOUNDATION WALL <� �NO�dJa-O L - - - - - - - - - I I L _ _ _ J L _ -,_ J Q -, dJ I CONTINUOUS HORIZONTAL REINFORGEMENT: ONE No. 4 r ri R N I L - I - m I I I I o I I BAR WITHIN 12 INCHES OF THE TOP OF HALL STORY 00 1--1 POSTT � I C� AND ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL _ _ Z T STORY [TABLE R404.1.20)] O O - - - - - - - - - - - I DEGK I 2x8 [UG3B] P.T. LEDGER ABOVE - I __ - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - dJ =0 v ABOVE I 1/2"lPx4" GALV. LAC, SGRENSAT16" O.G. 1 Q I I - EXPANSION JOINT r' c0 - - - -- - J ° I I STAGGERED [R507.q] I LL I O I x I I 4" P.G. FLOOR SLAB N I I 8" P.G. FOUNDATION 5TEMWALL UPON x I6' X 8' DEEP CONTINUOUS P.G. FOOTING I 1 - I POURED CONCRETE FOOTING L - - - - _ - --- - - - - - era J - I 6 MIL POLYETHYLENE FILM ON UNDISTURBED 501E [R403.1] ' "~ �;..•:. ^ + -- -- -- -- - + I ' CONTINUOUS UNDER STEMWALL r 1 . - - - - - - - - - - M (2)-2x10 P_T_GDR �• i i �1}e 1 r d0 �e�} - - - - - P.G. FTG- - - - - - - - T`"F I GAL i' `ALL SECTION L - - - - - - - - - SCALE: NTS A-8 D�l:IV�F�ED FEB 2 2 2021 2" o 2" o ,- 22'-8" 7'-4" 13'-O" 10'-0" 22'-0" O 75'-0" v 1 r u.. (� r- 4"x4" [UG45] PRESERVATIVE TREATED P05T WITH GALV. METAL POST BASE ANCHOR ON 12"(P x 6-0" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON 0 z 24" x 24" x 12" DEEP P.G. FOOTING WITH(2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM Q O MAXIMUM SUPPORTED LOAD AT 7' DESIGN DEPTH = 18k IN PRESUMPTIVE 2k BEARING SOIL (TYP-6) I- (ENGINEERED DE516N) �L V N FOUNDATION LAN Ni t N SCALE: 1/4 1 ft O D z Q IL CA IL 0 STRUCTURAL DESIGN NOTE Lu U 0. In accordance with the 2020 RGNY5; structural : < - % z WINDOW AND DOOR SCHEDULE elements such as engineered wood, steel and X < J steel/WOOd composite columns, beams, headers and d Q No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL �j g►rders that: �- WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS 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_W 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 sf] 36"x 36" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON LL 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 UJ O D PELLA 250 SERIES 3-WIDE 9-015-0 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 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 a N � F PELLA 250 SERIES 3-0/6-110 N/A 0 Sf 15.40 sf 0 Sf 20.5 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf 120 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 AN51/AW0 NDS-2018 with 2018 supplement. 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 sfj 70.5"x 50.5" H FIXED ARCH HEAD,3'-8"SH,VINYL FRAME,LOW-E GLASS,ARGON J I Structural elements such as wal Is and fenestration FELLA 250 SERIES 3-0/2-0 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) 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 sfJ 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 CLASS DATE: FEBRUARY 2021 I) resist wind loads, And L C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x T± 56±sf - 56±sf 56±sf N/A NIA -23.0/-27.8 psf[50 sf) 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 THERMIA-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-GARNGE DOOR provisions of the 2020 RGNYS 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 NIA 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 A50E -7-16 wind MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR V(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED provisions and acceptable engineering practice. DRAWING NUMBER MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[_sf] where such elements occur in the plans, the are ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 annotated "ENGINEERED DESIGN."' y A = 5 z O -T5'-O" z O lY 2'-0' 31-6. LL CLOSED-GELL 5PF 6-4" Lu MAJESTIC QUARTZ E32 DIRECT Lu VENT 6AS z INSULATE 4FIREPLACE.AIR-SEAL ALL (:) HALLS, GEILIN6 AND FLOOR OF GYPSUM BOARDTHE CHASE. IN51DE HALL 0 SLI WOOD STEPS SURFACES SHALL BE CONTINUOUS BEAD OF SHEETROGKED AND TAPED. < SEALANT HALL SHIELD AND CEILING DECK FIRE5TOP5 SHALL BE CAULKED GYPSUM BOARD WITH CAULK HAVING A 300° F 5/4xb DECKING MINIMUM CONTINUOUS EXPOSURE AT-FIG PATHWAY FOR SOLAR ELECTRIC [TIO3.8] (2)-l.75 x 14 LVL HDR RATING. COAXIAL VENT HAS INSTALL 2"4b VERTICAL SCHEDULE 80 PVG CONDUIT OUTSIDE COMBUSTION AIR 15' LONG HALL LINE ABOVE CONTINUOUS BEAD OF THROUGH ALL HALLS TO ATTIC, WITH TEMPORARY PLUGS 13' SEALANT OR CAPS AT EACH TERMINUS [E3,b023.21. 2x6 GJ 5030 16, o.c. CONTINUOUS MINIMAL UNIT PERIMETER 'r;5�0(510=5L 60610 SLE)IR 5L 6452 EXPANDING FOAM AT HINPON j (2)-2x12 HDR 56" GUARD [8312.11 I I WINDOW UNIT ----------- ------------------------- _L_ J ----------- --------------------------- 1 (2)-1.75 x 112>15 LVL FLUSH HDR __j 1z -7 x < 1z Q K -1 x 1z BASEMENT ENTRANCE HALL LINE ABOVE-NOTE: '1'-0" CEILING HEIGHT DOWN -> KITGHEN THROUGHOUT FIRST STORY < (2)-l.-75 x 11.575 LVL FLUSH HDR PL -E �F_ -E H cl'-I ASF CONTINUOUS MINIMAL Ht. 3 fLA1 VI EXPANDING FOAM AT WINDOW ---j UNIT PERIMETER w (2)-1:5 x 11.8>-75 LVL FLUSH H 2x(? GJ Lu FAMILY ROOM i CC") ki ::) �) 0 le)" ® Q lU Z 23'-4 1/2" '7'-0 1/2" 6 < c� Eli 3 1/2" b 0 20 cfm CONT. IL z SANOV41GH FJ BETWEEN (4) RR cc) (rn V ul i i I I I Q TO ERV USE (5)-3/4" x 12" THROUOH BOLTS < 6tY 13 1 1 -7 n [M1505.41 I z 6 1 1 u_ AT CONNECTION 9 i U_ d) 1z LU 1 1 � 1 - I n 1z SEALANTIi CONTINUOUS BEAD OF 7 4'-3" 1z x LL --------------- < (D 6 LL Lj� i�l U) n 1 7 z PLYWOOD SHEATHING UN I 1z (3 rU GYPSUM BOARD FOR H5P I} - GYPSUM BOARD BRACED HALL LINE If) 6: [DER < 0 SMOKE C.O. 1z n I V_I I C) x U) &�1 -1 RUBLE LVL H < ;;,EF 1z DETECTOR (T"(P) -7 GARAGE TEGHNOLOOIE5 ks) POR 0 d) POST C) Z <1 x 11-5 1/2" 7- CONTINUOUS BEAD OF MODEL T-105 5" P.G. SLAB x 00 i� ADHESIVEdJ PNJ Ira x D_ 1z Lu PITCHED TO DOOR PROGRAMMABLE 2465 THERMOSTAT 11A CONTINUOUS BEAD OF 7 POST 1 13 X SEALANT HALL LINE ABOVE 2"b" cf'-5 1/2" PN 6 1 2 25 cfm GONT. SELF-GLO51NO 20-min 1 -7" x -7" PSL COLUMN < 13 TO ERV I �0 —-----__L____=_ F.R. DOOR [R302.5.1] (2)-l.-15 x Ilb15 LVL 1? -1 'T [MI505.41 2"(9b FLUSH HDR 246 ji, < 2" GL05EP-CELL 5FF 3 IL---------------J = Z I /' -2x& GJ (5)-1.15 x 11.805 LVL FLUSH HPIR /I �7 LL 16' o.c. L___=.:--= (3)-135 x 16 LVL DROP HDR 54' LONO A ——- -—--—--—--—— BATHO Pry U) �_ X (ENGINEERED PE510N) 2'-,! 3/4" V) Lu - _L - M z 113 - -------- Lu ------- INTERIOR GARAGE HALLS PLYHOOP SHEATHINC, UNDER, 1z LH Z'�rl ja z 6L CONTINUOUS BEAD OF 5YP5UM BOARD FOR H515 (2)-2xlO DOOR HEADER R-15 BATT INSULATION Q u- i n g 7— < t d) (3 \\BRAGED HALLLINE T IN BEARINO HALLS AS 5HOHN 246" 20 cfm CONT. — -1 ly 0 _j u SEALANT Y2" 5YP5UM BOARD (IN -1 _J_�' TO ERV <- (1) z lu I I (TYPICAL-3)1z GYPSUM BOARD 2xIO STUD HALL AT 24" O.C. 1-EM1505.41 Z 6ARA(3E CEILINO :(14: (3 i 0k 7 HVAC R.A.G. CHASE V2" GYPSUM BOARD 1- 2'- FOYER Q Z LU 13 z: I [TABLE FZ302.61 I Q, 0 CD OPEN TO ABOVE < 13 W1�-M� - I / I Q Lu > < I I F uj u X, 6 & F05T -1 :-- PLYHOOD 5HEATHINO UNDER 246 7 n <_j CONTINUOUS BEAD OF GYPSUM BOARD FOR V45P ly Dl R MASTER BR 51JITE I PIA DOUBLE LVL HP < SEALANT -1 00M --------- OL > BRACED HALL LINE C) -< I 1; n Q < 3 1/2 W-1.15 x Ilb-75 LVL FJ 12'-5" 10'-3 1/2" 6 6 < CONTINUOUS MINIMAL < UNDER SECOND STORY HALL EXPANDING FOAM AT WINDOW GYPSUM BOARD FOR H5P (Z PANTRY PLYWOOD SHEATHING UNDER UNIT PERIMETER 1z 1 0 x Lf) d) HALL LINE HEAT DETECTOR In 1 -1'-4" BRACED HALL LINE ------------I----j J, -1 ABOVE- SHOWER WINDOW UNIT(OR -10( 0 50(oe'1(2) b" 5L HEATHER-PROOF POOR) TYPICAL BEARING ELE6. PANEL/ 22'-1" cz cv HALL (SHADED) 1 (2)-l.-75 x Ilb-75 LVL FLUSH HF-')'R POST PN S, HALL LINE ABOVE O 2x6 (Z-135 x 11.&-75 LVL HDIR 5050 5050 19 16" O.C. -7 6 ov GJ CONTINUOUS MINIMAL PORGH EXPANDINO FOAM AT WINDOW 246" 6 e*+} *g�fitr� 5/4xb DECKIN6 UNIT PERIMETER N 5 1/2 5 1/2" PROVIDE REBERVED SPACE IN SERVICE PANEL FOR 141-511 6' 81/2 FUTURE SOLAR ELECTRIC INSTALLATION [TIO3.1] '7" x7"FINISHED COLUMN .fir t bxb P.T. P05T (TYP-5) (2)-l.-75 x 11.805 LVL HPIR PLATE Ht. 8'-5" ASF PLATE Ht. q'-I" ASF CONTINUOUS BEAD OF SEALANT (2)-2xl2 P.T. HOP, cio5o 151 HOOD STEPS GYPSUM BOARD DE.-JIVERED FEB 2 2021 1 CONTINUOUS BEAD OF 10. 6-4" 6-4"' 9 -7'-(o" ADHESIVE CONTINUOUS BEAD OF SEALANT 22'-e," 22'-0" 3: -75'-0" 2" CLOSED-GELL SPF LL Oz X ........... ld� 117— A CONTINUOUS 5ILL SEALER - p FULL WIDTH OF SILL Z FOUNDATION HALL I < IL �A 43 1 P X/ 43 < q 6 CONCRETE SLAB fL u FIR57 FLOOR PLAN STRUCTURAL DESIGN NOTE Lu tu SCALE: 1/4" 1 ft < z In accordance with the 2020 RONY5; structural < elements such as engineered wood, steel and X < steal/Hood composite columns, beams, headers and < < OL girders that: (3 /X "Z' Lu 1) resist gravity loads, and -1 Lu 2) are not contained in the prescriptive design LL NOTE: IT 15 THE INTENT TO PROVIDE FORA provisions of the 2020 P,(:,NY5 LL CONTINUOUS AIR. BARRIER ALIGNED WITH THE were designed in accorclonce, with THERMAL ENVELOPE. TH15 DETAIL SHOWS ANSVANO ND5-2018 with 2018 supplement. TYPICAL METHODS OF AIR-SEALING U51NO VARIOUS BUILDING ELEMENTS, APPROVED ADHESIVES AND SEALANTS. FRAMING Structural elements such as walls and fenestration CONFIGURATIONS NOT SHOWN, SUCH AS that: CANTILEVERS AND 5TAIRHELL5, 5HALL BE 5EALEP IN A 51MILAR MANNER TO PROVIDE FOR DATE; FEBRUARY 2021 A CONTINUOUS AIR BARRIER ALIGNED WITH THE 1) resist wind loads, and THERMAL ENVELOPE IN ALL LOCATIONS. 2) are not contained in the prescriptive design FIRST FLOOR provisions of the 2020 RONYS PLAN were designed in occordonce, with ASCE: "7-16 wind 5000 5L -- ---------- �rL A1111 ' x ID�j - POOP POOP ------POST-_ 241 AR SEALINO r�)ETAILS provisions and acceptable engineering practice. DRAWING NUMBER SCALE: 5/4" = I ft where such elements occur in the plans, they are annotated "ENGINEERED DEVON." A - 4 m A A-8 Z O H V 49'-10" Z u ------ ------ 6: i 3'-9 3/4 14'-21/4" T-4 -4' !L ------------1 Q I 1 LU ZO N I I I I N (V I I Q N N I I I r------------------------- — ---------------- ---------------- —L----- --------------------------------- # WALL LINE BELOW 0 6452 HAZARD GLA I NG [R308.4] i O I O I WI m O WI I ZI E 2x6 GJ AT 16" o.c. 4°4 P G ----------------------------------------- -------------- - 4040 PIG i __(2)-1.75_x 11.8-15 LVL FL HDR `i M BATH IL- -- ---� r 7'-0 1/2" (ENGINEERED DESIGN) -- n 8'-O" G Ht DOUBLE WALL STUDS N 3 I/2" 3 1/ N BEDROOM 4 Q 3'-3 i p 6'-9" I - 2x8 PLATFORM I VJ.I.G. - I N i Q 1 � 20 cfm CONT. z in cv m I BATH i ;n i < TO ERV § N [MI505.4] N L--------- = � I U I V I O I F� 4 e I N X n WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] 1 1 I" 2 6 I ;- N -5-10 I LENNOX HEALTHY CLIMATE ERV5-175-TPD ENERGY RECOVERY VENTILATOR - ____ 20 cfm CONT. 4'-2 1/2° 1 INSTALL ERV UNIT IN CONDITIONED ATTIC. 4-O I I - TO ERV Pro I TEGHNOLOGIES I p = = ® I O ----1----- DUCTS SHALL NOT BE CONNECTED TO THE HVAC SYSTEM. z l I z j [MI505.4] N N < MODEL T-f05 1 Z l ! v PROGRAMMABLE 1 e a m I i _ $ n 2"(b" ---------- i----- 1I Q i n S THERMOSTAT I ---- Q m l I m N I N I SHOWER i HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL I----_� INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. 1 =_ --------- 2eba - - I I I r"It I _ LIN 36" GUARD[R312.1] _ _ _ N W \\ /i STALE AIR TO OUTSIDE AND FRESH AIR FROM OUTSIDE: 6" dia. DUGTS r Q m — — — 46e ® r -1 _ C� 2ebe SLOPED CEILING , I CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL 95Po7 tL �— — —� IA.G. fy'ET/URN� ------------------------- -211(>61 1 HVAC EQUIPMENT IN ATTIC n SMOKE G.O. HALL 1I iv i / m (2)-2x10 DOOR HEADER 1 FRESH AIR TO INSIDE DIFFUSER IN HALLWAY: 6 dla. DUCT GAS OR PROPANE FURNACE: LENNOX ELI96UHO-1OXE36B SLOPED x I �— — — J DETECTOR (TYP) IN BEARING WALLS AS SHOWN o i m STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. GLASS IV DIRECT VENTED TO OUTSIDE;AHRI 201846570 = CEILING STALE AIR U FROM KITCHEN IN HEATING GAP: 64,000 Btuh;AFUE = 96.1 �— — —� (2)-1.75x11.875 LVL FLUSH HDR---------------- (TYPICAL-5) O P05T UP N ALL DUCTS INSULATED TO R-42 GED EXHAUST GRILLE MODEL ISN48 N 2868 BEARING WALL 2868 (ENGINCERE1) DESIGN) j TRIPLE GJ UNDER POST Q I t- INDOOR COIL: LENNOX CH35-305+TDR I" RIGID INSUL Im i m SYSTEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE (MI505.4.4]: j OUTDOOR UNIT: LENNOX ML14XGI-036-23OG;AHRI 203374690 ON ATTICV56" - COOLING GAP: 34,800 Btuh;SEER = 15.10 12" x 12 AIR ® x GUARD [R312.1] I v MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM I ACCESS DOOR TRANSFER GRILL `J I � � � I � I AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. � INSTALL IAN MANUFAGTURERS SPEGIFIGATIONS O 2844 r`I LAUNDRY IN CEILING IV �— — —y i0 cv v I 0 - v — I l�Qud p J - I I j 2x l0 STUD WALL AT 24" O.G. v MASTER BR 5U I TE 2 N ' LU 1 HVAG R.A.G. CHASE r- 1 I � m Wv v, Q 9' Ht TRAY CEILING I Q w•I•G• DRYER EXHAUST DRYE WASHER p Q w cn m Z 1 - [MI502] m _ OPEN TO BELOW (L - 11L `-' Z W Z '9 N I 2x8 GJ AT 16" o.c. I N I I _ -J'y O -1 W ' BEDROOM 5 < N 12" ABOVE PLATE (� '�''--11 4 — t-p z 6'-O I/2" 8'-O" G Ht v m 31/211 3 1�2 2030 JJ--1 0) 1O Z � L Z ----------- 10'-O" 14'-5" I E 1 T" OL cv N DOUBLE WALL STUDS 3 I/2 O I Q W ® O N tl, <� •-�Q � N i (2)-2x10 HDR j N O I I N.I.G. 2668 12'-5.. „ -------------------------- --- lV / 0SLOPED CEILING n N(2)-1.75 x 11.875 LVL HDRr_ -. (ENGINEERED DESIGN)WALL LINE BELONL----------------------------------------------------- t51042 G 62 d) ------� c0 2x6 GJ AT 16" o.c. m i 0 i � HEIGHT O6452 9'-5" ABOVE SUBFHOOR i (1 T I i I AIR SEAL I I�)O I�I�O I E5 .- !!r�•r•Ir�i:�n»r a WALL LINE BELOW TABLE R402.4.1.1 -2024 I .- *•••`•"° f� ' t l AIR BARRIER AND INSULATION I 'w 1. w!�i~ I G� ii' c✓"{. L ------------------------------!------------------------------ INSTALLATION 17 INSULATION INSTALLATION COMPONENT AIR BARRIER CRITERIA ----------------------------- CRITERIA A continuous air barrier shall be installed in the L----------------------------- building _ __-___--__--_building envelope. Air-permeable insulation shall not be used as9•g�+�> W,,,., General requirements The exterior thermal envelope contains a a sealing material. 6-6 6_6117'-6' 7'-6" 2-b 3-O continuous air barrier. L.'Y ryry t `rERGu Cn Breaks or'oints in the air barrier shall be sealed. 10'-O" 15'-O" 5'-b" U ' FEB O 13'-O" The air barrier in any dropped ceiling/soffit shall be aligned with the Insulation and any gaps in the air The insulation in any dropped ceiling/soffit Ceiling/attic barrier shall be sealed. shall be aligned with the air bawler. 49'-10" QJ Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Cavities within corners and headers of frame Q j The junction of the foundation and sill plate shall be walls shall be insulated by completely filling O O tj sealed. the cavresistance of a per in l having a thermal 5��0I �J./ FLOOR FLAN� O %Q resistance of R-3 per inch minimum. n Walls The junction of the top plate and the top of exterior A llJ_ � Exteriortherma]envelope insulation for SCALE: I/4" = I ft walls shall be sealed. O m framed walls shall be Installed in substantial A-8 � Z LL Knee walls shall be sealed contact and continuous alignmentwith the air Q X 0 barrier. Windows,skylights and doors The space between window/doorjambs and O t- framing,and skylights and framing shall be sealed. N Rim joists Rim joists shall Include the air barrier. Rim joists shall be insulated. N Floorframing cavity insulation shall be O ` — OC 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,floor framing cavity insulation v , IL Z and floors above garages. edge of Insulation. shall beg rcontinontact uouth the top side of d ,� F- sheathing orcontinuous insulation installed SOLAR-READY O� Q � O on the underside of floor fram in andY wIL extending from the bottom to the top of all GERTIFIGATB O O < erimeterfloorframin members. Q O Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided This home has STRUCTURAL DESIGN NOTE JU W — uu0.L� Z Crawl space walls covered with a Class I vapor retarder with Instead of floor Insulation,shall be incorporated features at U Z overlapping ointstaped, permanentlyattached to the walls. the time of initial In accordance with the 2020 RGNYS; structural �< U Z Duct shafts,utility penetrations,and flue shafts Shafts,penetrations opening to exterior or unconditioned space shall be construction to enable the elements such as engineered wood, steel and _ sealed. installation Of solar steel/wood composite columns, beams, headers and d d Batts to be installed in narrow cavities shall electric. girders that: be cut to fit or narrow cavities shall be filled Narrow Cavities with insulation that on installation readily conforms to the available cavi space. The solar-ready roof o I) resist gravity loads, and v W Air sealing shall be provided between the garage zone is shown on this _V tL Garage separation and conditioned spaces, Recessed light fixtures installed in the building Recessed light fixtures installed in the construction plan excerpt 2) are not contained in the prescriptive design O= Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight and Is free of IT IL H provisions of the 2020 RGNYS IL O surface. and IC rated. GO UI obstructions that would in exterior walls,batt insulation shall be cut limit placement of solar were designed in accordance with O neatly to fit around wiring and plumbing or Plumbing and wiring panels. ANSI/AWG NDS-2018 with 2018 supplement. ~ m Insulation that on installation,readily p1' � conforms to available space,shall extend Plastic conduit for future behind in t andwirin . Structural elements such as walls and fenestration The air barrier installed at exterior walls adjacent to Exteelectric wlrin has been Shower/tub on exterior wall showers and tubs shall separate the wall from the shall br nsulalls adjacent to showers and tubs g that: shower or tub. shall be insulated. � Installed through Halls at The air barrier shall be installed behind electrical CONDUIT the locations shown to DATE: FEBRUARY 2021 Electrical/phone box on exterior walls and communication boxes. Alternatively,air-sealed facilitate the Installation I) resist wind loads, and boxes shall be Installed. HVAC supply and return register boots that Of wiring between e HVAC register boots penetrate building thermal envelope shall be sealed electric service panel And 2) are not contained in the prescriptive design 2nd FLOOR to the subfloor,wall ermal e velop ceiling penetrated roof-mounted solar SOLAR-READY provisions of the 2020 RGNYS PLAN tor o ZONES bV the boot. panels. Where required to be sealed,concealed fire were designed in accordance with ASCE -1-16 wind sprinklers shall onlybe 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 sprinklercover plates and walls annotated "ENGINEERED DESIGN." orceilin s. CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC 5ERVIGECONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO PANES [TI05.10] A � 5 z O BWL A BNL B BWL G BWL D BWL E BWL P 5'-6" z -4" , I I o IL _ _ I I p BWLI ----,---------I---- --- - --------- -- 121-211 = I o z I I i 0 o - N 5_61 41 01' ---------- : BWL 2 -- --- -- i _ o �Q 4'10" I I I , , �• BRACED WALL PANEL CALCULATIONS _ I I r Wind Adjustment Factors -Table R602.10.3(2) (p.187) Iw 1z N ( N Upper r - pp Story l0 m I Numbered Lettered 21-0' Wall Lines Wall Lines Comment I I Exposure Category 1.00 1.00 Exposure B; 2-Sty -- Roof Eave-to-Ridge Height 0.98 0.98 9'-8"; Roof Only Story Height 0.93 0.93 Number of Braced Wall Lines 1.30 1.60 3; 6 Additional 800 Ib Hold Down 1.00 1.00 NIA Gypsum Board Fastening 1.00 1.00 NIA Wind Factor Total 1.185 1.458 Braced Wall 140 mph Total Bracing Braced Wall Bracing Wind Factor Line Method Line Spacing Required Total Required Lengtli Status { ) Bracing (ft) Bracing Provided (ft) S�GO1�I7 STOizY �31�1L_ �L.��l ft SCALE: 3/16" = 1 ft 1 WSP 10.75 3..19 1.185 3.78 25.19 OK Z 2 GB 12.33 6.55 1.185 7.76 52.69 OK n- n/ 3 CS-WSP 13.92 3.48 1.1$5 4.12 24.33 OK V �- A CS-WSP 8.50 2.50 1.458 3.65 16.33 OK B GB 10.58 5,76 1.458 8.40 17,67 OK V z w z C GB 12.00 6.40 1.458 9.33 23.00 OK } Z Z <, O K w D GB 12.50 6.63 1.458 9.67 25.42 OK d�z w E GB 9.58 5,50 1.458 8.02 17.83 OK w 7 O� z IXJU z F CS-WSP 5.50 2.50 1.458 3.65 13.58 OK \ w r O �• dJ n/ w X_� m0._ < BWL C� BWL H BWL I - BWL K � 22-5 8--r 38 3 Wind Adjustment Factors -Table R602.10.3(2) (p.187) O O X 4 ,n ryO Lower Story V , z p I I `"-----", --- -- - Garage Garage Dwelling Dwelling _..._).-....____.rv..-._..._.......�.._....... ._... __.-...a_.....,,. . ._. I Numbered Lettered Numbered Lettered Comment I Exposure Category 1.00 1.00 1.00 1.00 Exposure B Roof Eave-to-Ridge Height 0.99 0.99 0.99 0.99 9'-10" Gar; 9'-8" Dwelling I # Story Height 0.98 0.98 1.01 1.01 9'-8" Gar, 10'-2" Dwelling 4'-l0" 3'-O" +3'-II" 5'-6" Number of Braced Wall Lines 1.00 1.00 1.60 1.60 2, 2 GAR; S. 5 Dwelling _ .I __ ��_; i__-_,_I _ _-_-_-_ Additional 800 lb Hold Down 1.00 1.00 1.00 1.00 NIA BWL 4 -- I - - -- -- Gypsum Board Fastening 1.00 1.00 1.00 1.00 NIA Wind Factor Total 0.970 0.970 00 - _ 1 6 0 - - T 0 nan ______ I �. -_ _.-. ._ - .. .. - - h�*�+•` ��5'.• eel(J v. ansa :1 , 7tij11 Braced Wall 130 m h Total Bra cin '�- ! Braced Wail Bracing p Wind Factor g •'� f `6 � .,Ft 31 , Line Spacing Required Required Length Status }'') 1 i Line Method Total ` BWL5 --- ' � ( ) g ( ) g ( ) ' Bracing Brace Provide ft 'n d ft v = Garage BWL L 1l*rp.rBa;4m a� A4 7 5 CS-WSP 25.42 5,08 0.970 4.93 6.00 OK cn in I• ,i • , - - " - BWL ' ' r 7 CS-WSP 25.42 5.08 0.970 4.93 5.83 OK DEVIVERED FEB 2 2 2021 ---- CS-WSP 22.42 4.48 0.970 4.35 7.08 OK PLYWOOD 5HEATHING WSP 22.42 5.4$ 0.970 5.32 6.00 OK UNDER WALLBOARD Dwelling f- -------! - 4 CS-WSP 24.50 9.58 1.600 15.33 17.25 OK O r 5 CS-WSP25.42 9.90 1.600 15.84 25.00 OK 00 6 GB 18.70 15.03 1.600 24.05 24.25 OK O 1 m ! 7 CS-WSP 28.67 11.03 1.600 17.65 18.00 OK w BWL 6 - --------- --- - ----- 8 CS-WSP 20.33 8.12 1.600 12.99 13.00 OK r0 O D'- ! O O .- H WSP 8.58 5.00 1.600 8.00 15.58 OK I1' I I GB 22.94 16.40 1.600 26.24 29.08 OK O LJ - m !' m J VVSP 19.10 9.10 1.600 14.56 20.42 OK p ~ N . / ;- PLYWOOD 5HEATHINC� I r _ K WSP 20.00 9.50 1.600 15.20 20.08 OK Y >r UNDER WALLBOARD L CS-WSP 5.50 4.50 1.600 7.20 22.33 OK F N {! ; PLYWOOD 5HEATHING UNDER WALLBOARD I � d � N O I Ifm� 1 4 w z PLYWOOD 5HEATHIN6 N V Z UNDER WALLBOARD �" O F. N I OL X ' BWL -f --- - --- --- -- -4--- '----- a rr ,, I o p �i J U_ LU O BWL 8 I�I-oil I� H to ,_-______ O DATE: FEBRUARY 2021 , I 22'-O" I I6'-3" I 5'-6" I WALL BRACING PLAN FIRST STORY BNL. PLAN DRAWING NUMBER SCALE: 3/16" = 1 ft Z 13 TABLE R802.5.2 RAFTER/CEILING JOIST HEEL JOINT CONNECTIONS a, b,c, d, e,g GROUND SNOW LOAD (psf) Z 20' I' 30 0 RAFTER RAFTER ---��� SPACING Roof span(feet) O SLOPE (inches) 12 120 128 136 112 1 2077F2-8-T-36 LL Required number of 16d common l�ia lu nails',b per heel joint splices`,d,e O Nel 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 ry 12 3 5 6 8 3 5 6 8 16 4 6 8 10 4 6 8 11 . SOLAR-READY ZONE [T1o3.3] 4:12 24 5 8 12 15 5 9 ll2 l6 PROVIDES 36" WIDE ACCESS PATHHAYSIF FROM EAVE TO RIDGE WHERE 5HOHN }} _ [R324.b]. THE 50LAR-READY ZONE SHALLW 12 3 4 5 6 3 4 5 7 (�K REMAIN CLEAR OF OBSTRUCTIONS SUCH A5 5:12 16 3 5 6 8 3 5 7 9 VENTS, ETC. [TI03.4] (TYPICAL-2) 1 10 13 IL ROOF LINE 12 3 4 4 5 3 3 4 5 7:12 16 3 4 5 6 3 4 5 6 O HALL LINE HALL LINE 24 3 5 7 9 3 5 7 9 ATTIC PATHWAY FOR SOLAR ELECTRIC [TIO32>1 - 12 3 3 4 4 3 3 3 4 INSTALL 2 cP VERTIGAL SCHEDULE 80 PVC ROOF BELOW ,' , 4 'a /... ROOF BELOW CONDUIT THROUGH ALL WALLS TO ATTIC, WITH 9:12 16 3 4 4 5 3 3 4 5 TEMPORARY PLU55 OR GAPS AT EACH TERMINUS 24 3 4 6 7 3 4 6 7 [E3802.3.2]. j 2x10 RR AT Ib" o.c. 2x10 RR AT Ib" o.c. j _ . < 12 3 3 3 3 3 3 3 3 ROOF LINE1 - o-� 12:12 16 3 3 4 4 3 3 3 4 ly 24 3 4 4 5 3 3 4 6 WALL LINE 1 - - - � - For SI: 1 inch=25.4 mm 1 foot=304.8 mm 1 pound per - > square foot=0.0479 kPa. J • • --- a. 40d box nails shall be permitted to be substituted for 16d ---- - -- �S�L ,Pv ` J common nails. - �' J xb RR b. Nailing requirements shall be permitted to be reduced 25 X �� -- o.c. pe . � � � � ,' AlIb percent if nails are clinched l� o ° ; - :,o C. Heel joint connections are not required where the ridge is _ - supported b a load-bearingwall header or ridge beam. ~ AGGE55 ROOF - _i - - i i Q ` d. Where intermediate support of the rafter is provided by - ----------- _ f;_ vertical struts or purlins to a load-bearing wall,the ! j o tabulated heel joint connection requirements shall be cv ; a _ i �, Jit i; N /-'` i N permitted to be reduced proportionally to the reduction in span. e. are required for ceiling joist ,'... Q Equivalent nailing patterns j to ceiling joist lap splices. f. to roof live load of 20 psf or less. Applies 1 1.15 x'f4 LVL STRUCTURAL RIDGE cv g. Tabulated heel joint connection requirements assume POST RIDGE DOWN TO BEARING '\ HALL AT 12'-0" ON-CENTER OR LE55 1.v PosT DN 1 that ceiling joists or rafter ties are located at the bottom �/ 0 2x12 RIDGE - 2x12 RIDGE of the attic space. Where ceiling joists or rafter ties are t(1 F- 1 i located higher in the attic,heel joint connection tlu m z -- (� kD requirements shall be increased by the following factors: `-' z u, W z ACCESS ROOF 14 d d) Z EXTEND RIDGE TO J(T O W I BEARING HALL AT O — d� Z W Hc/HR Heel Joint Connection Adjustment Factor r ` tQ ti O Z Q V I� 0 GARAGE ROOF BELOHALL VAULTED EIUNGs 1/3 v G l � 1.5 � z � 0.z � z ° 1/4 1.33 d �. Ily 0 W :^ .. Ir. 1 tY 1/5 1.25 �/ Q-t m Q ° - _ _ d ' ° 1/6 1.2 Q � } �d - rr Ilyo 0 1 1.11 LU t Q tY �' \ATI6" X �� L where: Q wry AGGE55 ROOF0+} H =Hei ht of ceilin 'oists or rafter ties measured verticallN = 1 c g gJ Y x2x6 RR AT Ib" o.c. above the top of the rafter support walls.rHRHeight of roof ridge measured vertically above the top of X E 2x10 RR AT Ib" o.c. 2x10 RR AT Ib" o.c. the rafter support walls. HALL LINE 2x10 RR AT Ib o.c.,i, ! ° ROOF LINE I ` „ ._ 1 =;�,�'j �°,� `r. �• "k_ ROOF LINE Q ROOF BELOW •,tet, PORGH ROOF BELOW WALL LINE DELIVERED FEB 2 2 2021 ROOF LINE Q J � O Q � r LL ROOF �'OOF PLAN � o � SCALE: 1/4" = 1 ft O Y N O _ IX j 5- 7 0 O< IL �- N W 6 STRUCTURAL DESIGN NOTE tu - p- 7- In In accordance with the 2020 RGNYS; structural �. < < �--- z elements such as engineered wood, steel and 11r-X < steel/wood composite columns, beams, headers and Q OL girders that: F- Q � N 1) resist gravity loads, and v W �L 1L 2) are not contained in the prescriptive design Olu 0 provisions of the 2020 RGNYS LL ry O were designed in accordance with m AN51/AWG ND5-2018 with 2018 supplement. O J Structural elements such as walls and fenestration that: DATE: FEBRUARY 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 ASCE 1-16 wind provisions and acceptable engineering practice. DRANINO NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A ==7 I ROOF ------------------------------------------------------------------------------------i 2x EXTERIOR WALL z I I I I — — — — — — — I — — — — — — -- — — — — — I 6" GLO5ED-CELL SPF INSULATION O STUD TO FLOOR JOI5T V I 51MP50N COIL STRAP p/ ------------------ -------I- 4------------------------------------------�--� ---------------------------------------------------------------t------------------------------------------------------- -8d NAILS AT EACH END IL CEILING LAUNDRY I I I FAMILY BATH — — — _� I — — — — — — — — — — — — MASTER BATH — — — — — I i 2x 50LID BLOCK AIR-SEAL BETWEEN FJ 2x RIM BOARD 0 I I 0tu >1 - - - > I > 1 I I >1 > 1 >1 > I > u? I ILfiI LI) I I I I I I = I WG I I GANTILEVERED FLOOR J015T — _ I - - - - - wG WASHERI I I LAV. I I 1 LAV. I LAV. I I I I I I I I Q cv INYL SOFFIT TUB I I I TUB i I i 3{6' OSB a VQ I I i I I i FLOOR J015T TO WALL: # (� I SHOWER i I 2x EXTERIOR WALL 51MP50N H2;(5)-8d NAILS TO FJ a (5)-8d NAILS TO STUD 1� I I I I I I — 2nd FLOOR ------------------------------------------------ a ALTERNATE WHERE FJ/STUD M15ALION5: -------------- Hl" H -- I-- ------- 2 W --- 311 W-------- -�/2° w-I---�----------- 1-�/2 w--- -�/2 w 2 w --- 3 w 2 w I ----------- i } " FLOOR JOIST TO PLATES: I I 2" W 3" W I I G.O. 2" W 3" w I i 51MP50N H2.5;(5)-8d NAILS TO FJ, (5)-8d NAILS TO PLATES G.O. G.O. 1--� 2" W I � PLATES TO STUD: -- --I------------------------------------------ ------------------------------------------------------------------ -------------------------------------------------------T SIMPSON H2.5;(5)-8d TO PLATES, (5)-8d TO STUDtn ------------------------ I z GEILING —— — — — — I 2x ROOF RAFTERS AT 16" O.G. O — KITCHEN — POWDER BATH i USE GALV. HURRICANE TIE BETWEEN - - - - - - - � - - - - - - - - - -� - - - - -� — - - - - - - - - T - - - - - - - - - i EVERY RAFTER AND THE ROOF BEAM I ;�i I �I � I I�ETA I L AT FLOOR 2x CEILING JOISTS AT I6" O.G. �J i I I I I I CANT I LEVE'S SETBACJOIN HEEL OIN KS USE ( NAILS AT RAFTER I I I WG I � T CONNECTION WG ry KIT SINK Dw m I LAVm LAV. i i SCALE: NTS U A PRESERVATIVE TREATED SIZE)ROOF BEAM (5EE PLAN FOR ASSEMBLE WITH 10-d NAILS I 12" O.G. 5TA6GERED ALONG LENIOTH ° I SHOWER 1 i i VENTED VINYL SOFFIT Ix8 TRIM BOARD I5t FLOOR ° -------------------------- --------------------- -------- ---------------------------------------------------- --------------- -------------- -----------------� --------- 0�11 -- 2" H 1-1/2" W 3" W 1-1/2" W 2" W UPLIFT CONNECTIONS: GS18 6AL`�/. COIL STRAP G.O. 2" W G.O. 211W 3" WG.O. 211W w USE (2) AT EACH POST, TOP d BOTTOM I 5/4"xb" DEGKING (4)-I0d NAILS AT EACH END -------------------------- ----------------------------------------- --- --------------------------------------------- - - ----------------------------------------- ------------- PERPENDICULAR TO JOISTS GEILING 11 (2)-8d THREADED NAILS OR G.O. 4 W 4" W F.A.I. (2)-No. 8 WOOD 5GREW5 AT 4x4 WOOD COLUMN 411 W f 411 I EACH SUPPORTING MEMBER I [R507.7] REST PRESERVATIVE FLOOR BEAM FLOOR BEAM (SEE PLAN FOR SIZE) 1 FLOOR JOISTS UG313 PRESERVATIVE TREATED (SEE PLAN FOR SIZE) A55EMBLE WITH TWO ROWS OF IOd NAILS PLUMB I NO RISER D I AO RAM UG3B PRESERVATIVE TREATED 16" O.G. ALONG EACH EDGE [R507.5] _/ 1 SCALE: NTS HOUSE TRAP TO APPROVED i SANITARY SYSTEM GRADE In i 4x4 WOOD POST 1 BASEMENT FLOORI UO3B PRESERVATIVE TREATED --------------------------------------------------------.-------------------------------------------------------------------------------------------------------------------------------------------� PB44 HOT-DIPPED 6ALV. 1n�, POST BASE ANCHOR 1 1 1 m 1- 0 Lu cn m �z 12",P x 6'-0" HIGH P.G. COLUMN WITH (2)-#4 4-! Z � W z VERTICAL REBAR ON } Z_ <'t Z w 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 A O-I W REBAR EACH WAY, REBAR 4" ABOVE Q Iv }-- �— 7 O Z BOTTOM �l Z 1} t (3 Z O w TYPICAL ROOF R-3q (X L�1 ASPHALT ROOF SHINGLES OVER 15# FELT OVER < 1-u > iv!ll dJ ® O " STRUCTURAL PANEL SHEATHING OVER <-A -� (K 2x10 RAFTERS AT 16" O.G. TYfi�I GAL FORC-,H r7ETA I L p > ND< X R-3q 6" THICK CLOSED-CELL SPRAY POLYURETHANE FOAM (SPF) �. 1.75 x 14 LVL STRUCTURAL RIDGEWITH Y2" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] SCALE: NT5 / is) N cO < 4 (5EE ROOF PLAN FOR POST LOCATIONS) OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.6] z Q RC)OE TENSION ST AF: Q WRAP STRAP OVER RAFTER I2 (5) 10-d COMMON NAILS AT EACH END OF STRAP 8 Z I I y' Ii li Ii t 11`ii l rYii ii Itt Ii i1 ii li i� ii li i 1 I 1L 11 11111E 11 11 1111 _J-L J-L J.1 I I I I I I I 2x4 COLLAR TIE GABLE WALL INSULATION (OPTIONAL) CONTINUOUS: R-5 I-INCH RIGID FOAM XPS CAVITY: R-13 2" 5PF \ SEALED ATTIC (INDIiLGTLY CONDITIONED) MT530G 5TRAP-TIE '•� ,, •""'••**`i Q°r AJ 2" SOLID EACH RAFTER (BEYOND SECTION) ® ® SMOKE s G.O. WOOD BLOGKIN6 2x6 GJ AT 16" O.G. CD S DETECTOR IN ATTIC 11 y 1-114" WIDE 20-OUAOE jo�7�/ '� �►� Q � - GALVANIZED STEEL STRAP `'•' � ." ,a.t ,*�c t;'a"~ i� Tfi� TO STUD : EACH SIDE OF WINDOW AND ' ••`� `"" ' NOTE: ALL DUCTS SHALL BE TYPICAL EXTERIOR WALL R-20 WRAP STRAP OVER RAFTER LOCATED IN THE ATTIC, I/2 GYPSUM I'-O" DOOR OPENINGS. INSTALL ✓fj�;`t E. }' R..!r 2x4 STUDS AT I6" 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 50LE PLATE WALL CAVITIES AND SECOND PLATES TO JACK STUD. ^ ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED (2)-2x8 HEADERS UNLESS OTHERWISE NOTED ON PLAN 0 FLOOR PLATFORM. MIN, R-6 MINIMUM LENGTH BELOW Dcl.iVERED FED 2 2 2021 IAN MANUFACTURER'S SPECIFICATION R-15 UNFAGED FIBERGLASS BATT CAVITY INSULATION Q DUCT INSULATION IN ATTIC. O HEADER = LENGTH ABOVE WHERE RAFTER ALIGNS WITH STUD VINYL 51DINO OVER HOU5EWRAP OVER R-5, I" XPS INSULATION N z OVER 1/2" STRUCTURAL PANEL SHEATHING 65-H51? c4 BOTTOM OF HEADER w R-13 2" CLOSED-CELL r - SPF AT RIM JOIST tt fflu HALL ro LAUNDRY N O z 11 ry p� BEYOND SECTION (2)-1.75 x LVL -j DOUBLE-FRAMED _ QSTAIRWELLNELL (TYP) 3/41 5UBFLOOR N I'! 11.875 TJI-560 FJ AT I6" O.G. a I� m TYPICAL INTERIOR WALL 2x4 STUDS AT 16" O.G. I I (3)-1.75 x 11.875 1/2" GYPSUM w a V NALL STUD TO NALL STUD: (2)-2x4 TOP PLATE;2x4 SOLE PLATE I I LVL FL HDR BOARD FINISH � r _ o � _ STRAP OVER OR UNDER SHEATHING GYPSUM WALLBOARD ON BOTH SIDES Y2 CA (4) 8-d COMMON NAILS AT EACH END OF STRAP SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET a " 0 0 O 1st FLOOR PLATFORM R-13 2 CLOSED-CELL 2x8 PLAT ( I � dI WOOD FLOORING OVER I I TENSION ST AF I NO 6 d IL SPF AT RIM JOIST 3/4" PLYWOOD SUBFLOOR I I � � '\ Q 2 GR055 BR D61N6 AT MIDSPAN O r O x 10 FLOORJO15T5 AT 16" O.G. T NALL Oi� N I NOS p o 0 HALL PANTRY E:SGA L NTS Q Q O SILL CONSTRUCTION: i/2" GYPSUM I I 1 i 1 Lu v Q z 2x6 P.T. NG3B) SILL ON TERMITE SHIELD BOARD J-LJ ON SILL SEAL WITH 1/2" ANCHOR BOLTS FINISH I OC Q (L O Z Q (SEE TYPICAL WALL DETAIL) INI5HED FLOOR STAIRS ~ Q , } (2)-1.75 x 11.8 INI 75 O = �J SHED GRADE � .^ STU17) TO SILL 'LATE : FINISH GRADE LVL GIRDER Y u < W WRAP STRAP UNDER SILL PLATE PER GORE SLOPE 6" IN 10' MIN. AWAY FROM BUILDING (4)-3/8 LAG 5CREW5 o BASEMENT O W O (6) 8—d COMMON NAILS AT EACH END OF STRAP w LL= lY 2x8 PLAT w = (INDIREGTLY GONDITIONED) _ (L c SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET a p N ry' o FULL HEIGHT R-II BLANKET WALL i- O A INSULATION AS MANUFACTURED BY 1- m ., , •, . � GERTAINTEED CORP. ASTM E84 MAX. � "c n •' 1/2" GYPSUM cV FLAME SPREAD INDEX 5 25 .. BOARD m MAX. SMOKE DEVELOPED INDEX 50 FINISH 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 16" x 8" Ht CONTINUOUS P.G. FOOTING MINIMUM 3'-O" BELOW GRADE H I O H—N I ND UPLIFT STS'AFF I NO DRAWING NUMBER SCALE: NT5 SECTION A NOTE: ALL METAL STRAPPING SHALL BE I I/4" x 20 GAGE (SIMPSON 0520 COILED STRAP). SCALE: I/4" = I ft A == a STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RESIDENTIAL CODE Q OF NEW YORK STATE RIOI.I UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and Building Code - 19 NYGRR TABLE 8301.2(1) WIND COMPLIANCE PATHWAY NOTES �_.4. �, and publications Incorporated by reference therein. O CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA RI05.2 BUILDING PERMIT: A building permit shall be Issued by the F- WIND DESIGN SUBJECT TO DAMAGE FROM WIND DE51ON STANDARD: 2020 RGNYS Town prior to the start of work. A copy of the building permit v GROUND SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN ULTIMATE DESIGN WIND SPEED: OBTAINED FROM and approved construction documents shall be kept on-site SNOW Speed Topographic Special wind Windborne DESIGN Frost line DESIGN UNDERLAYMEN I HAZARDS FREEZING ANNUAL https:llhozorcis.otr-ounr-il.org FOR THE PROJECT LOCATION: until project completion. LOAD CATEGORY Weathering Termite TEMP REQUIRED INDEX TEMP Z (mph) effects region debris zone depth N 41.0031 W 72.5665 '�`'" THIS NEW RESIDENTIAL STRUCTURE UTILIZES RI06.3 DESIGN PROFESSIONAL.- A Certificate of Authorization Is WIND DESIGN 15 NOT REQUIRED IN ACCORDANCE WITH FIGOURE PRE-ENGINEERED WOOD GON5TRUGTION filed with The State Education Department entitling D'Amaro 0 20 psf 127 None No No B Severe 36" M to H 15 OF Yes None 5990F-DAYS 51.0° F 8301 2(5)B ', FOR FLOOR FRAMING AND ROOF FRAMING. Engineering and Surveying,P.G. ("Designer") to provide MANUAL J DESIGN CRITERIA-Central Islip MEAN ROOF HEIGHT 15 NOT GREATER THAN 30 FEET [TABLE professional engineering services. However,the Designer has a THE OWNER SHALL NOTIFY THE TOWN AND not been retained to provide construction engineering, IL 8301.2(3)] AFFIX THIS SIGN IN ACCORDANCE WITH supervision nor Inspection,and therefore is not responsible Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXPOSURE CATEGORY: EXPOSURE B TITLE N NYGRR PART 1265. for work performance of the builder. The builder shall W Elevation Latitude immediately notify Designer, In writing, If there Is an tem erature coolin difference ?* y y g 9° y heating cooling factor P g COMPONENT AND CLADDING LOADS [TABLE 8301.2(2)] DO NOT ' discrepancy found between field conditions and plan O 60 ft 41° North 150 99% outdoor DB 850 1% outdoor DB 0.998 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE 8301.2(3)] dimensions,especially with regard to existing construction. Z N Cooling temperature Wind velocity Wind velocity Coincident Winter Summer - MAIN ROOF UPLIFT CONNECTION FORGE = 200 plf (28'-0" roof 83012.1 WIND DESIGN: In accordance with Figure R301.2(5)B, wind N Daily range span, 140 mph, pitch greater than 5:12) [TABLE 8802.11] design is not required. This building is designed In O heating cooling wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 140 pIf p ry difference 9 9 accordance with the wind provisions of the 2020 RGNYS. 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 pIf 83012.1.2 PROTECTION OF OPENINGS: This butiding In not located 0 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. - 'I 1 R3015 LIVE LOADS: Minimum uniformly distributed live loads: (WY to 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) Z R301b ROOF LOAD. Roof Design Load Is based on the greater _T of the Ground Snow Load (20 psf,applied per ASCE-1) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table R301.6. Span table ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER T h,c SPACING AND LOCATION IT DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c SPACING AND LOCATION NOMINAL MATERIAL a b design corresponds a the c psf ground snow load column to THICKNESS DESCRIPTION OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load conditions. Roof Floor (inches) support(inches) (inches) pp 8301.8 NOMINAL SIZES: Dressed lumber dimensions specified on i „ (inches) these plans are nominal sizes. Engineered wood dimensions 4-8d box(2/2 x 0.113 ), or 4-8d box(2 x 0.113 ), or 9 3-8d common(2 Y2 x 0.131 ),or 3-8d common(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,glv-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 3-10d box(3"x 0.128"); or 3-1 Od box(3"x 0.128"); or Staple 15 ga. 1 3/ 4 g R302.1 FIRE-R-515TANT EXTERIOR WALLS: All exterior walls and 3-3"x 0.131" nails 3-3"x 0.131"nails i 1 projections shall be located at least 5 feet from lot lines and Up to 0.097-0.099 Nail 2 3 6 are not fire-resistance rated. ple 16 ga. I < i '( i +: ' � ++);or Rim joist,band joist or blocking to sill or to late 8d box(2 2'(x 0.'113") „)' 4"o.c. toe nail St 0 113 Nail / 3 6 WALLS AND CEILINGS: sum wallboard is a Class FOR 4-8d box(2 Y2 x 0.113 ) or R302A FLAME SPREAD AND SMOKE DEVELOPED INDEX 3-8d common 2 Y2 x 0.131 g p p 8d common 2 2 x 0.131 or Gyp s A finish 2 Ceiling joists to top plate 3-lOd box(3"x 0.128");or Per�oist,toe nail 22 (roof applications also) lOd box(3"x 0.128"); or 6"o.c. toe nail i%2 and Staple 15 and 16 ga. 2 4 8 having o F51 = 15 (req'd max. 200) and a SDI = o (req'd max. 450);and compiles with Code. 3-3"x 0.131"nails 3"x 0.131 nails 0.097-0.099 Nail 2 '/ 4 8 8302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter,laps over 4-1 Od box(3"x 0.128");or 3-8d box(2 2"x 0.113"); or Staple 14 ga.2 4 8 INSULATION. Exposed Insulation that Is not installed In 3 partitions [see Sections R802.3.1,R802.3.2 and Table 3-16d common(3 2"x 0.162"); or Face nail 2-8d common(2 2"x 0.131");or 23 s Staple 15 ga. 1 a 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 3-1 Od box(3"x 0.128"); or Face nail /2 and/ i surfaces shall have a F51 < 25 and a 501 s 450. See pians ( )] ) 0.097-0.099 Nail 2/ 4 8 for exposed insulation values. 2 staples, 1"crown, 16 ga., 1 %" long Staple 16 a. 2 4 g Ceiling joist attached to parallel rafter(heel joint) p g 8302.11 FIRE BLOCKING: Use approved material to fireblock 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail 3-16d box(3%2'x 0.135"); or Staple 14 ga. 2% 4 8 around all penetrations of the floor and ceiling planes,and R802.5.1(9)] 24 2 subfloor to joist or girder i „ Blind and face nail 2-16d common 3/2 x 0.162Nail � where otherwise specified by the 2020 ROWS. ( ) 0.113 2/ 3 6 4-1 Od box(3"x 0.128"); or 3-16d box(3 2"x 0.135");or 1 Staple 15 ga. 2 1/ 4 8 8302.12 DRAFT5TOPPING: Not needed for this project. Collar tie to rafter, face nail or 1 %"x 20 a. ridge strap " „ . 25 2 planks(plank&beam-floor&roof) i „ At each bearing,face nail 5 � g g p 3-]Od common(3 x 0.148 ),or Face nail each rafter 2-16d common(3/ x 0.162) 0.097-0.099 Nail% 4 g 8302.13 FIRE PROTECTION OF FLOORS= Not needed for this to rafter 4-3"x 0.1313 ") i „ „ • project under Exception 4. -16d common(3 x 0.162 ), or SPACING O FASTENERS 4-1 Od box 3"x 0.128" or NOMINAL MATERIAL a b 8302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed ( )� DESCRIPTION ° OF FASTENER AND LENGTH 3-16d box(3 2"x 0.135"); or 2 toe nails on one side and 1 toe 26 Band or rim joist to joist :+ ++ End nail THICKNESS Edges Body of aneld luminaires shall be IG-rated I/A/W N1102.4.5 with separation 3-1 Od common 3"x 0.148" or 4-3 x 0.131 nails;or inches (inches) g Y p from Insulation per listing. Z 6 Rafter or roof truss to plate ( )' ++ " (inches) inches inches - nail on opposite side of each rafter 4-3 x 14 ga. staples, /6 crown (inches) (inches) n 4-1Odbox(3"x 0.128"); or or truss' !J 8308.4 HAZARDOUS 6LAZIN6 LOCATIONS: Tempered glass or - 4-3"x 0.131"nails Nail each layer as follows: 32" o.c. Floor underlayment; plywood-hardboard-particleboard r-fiber-cementh other approved safety glazing material shall be Installed In 0 20d Common(4"x 0.192");Or and adjacent to door panels;within 60 Inches of wet surfaces; M W 4-16d box(3%"x 0.135")' at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. W P(1 Z IV Z 3-1 Od common(3" x 0.148");or )r or Toe nail l Od box(3"x 0.128");or 24"o.c. face nail at top and bottom 3d,corrosion-resistant,ring shank nails 3 6 R30q.1 GARAGE FLOOR SURFACE: Garage floor shall be 5-Inch ? Q d dJ_ ly 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 Ua - - -A V 0 z W 27 Built-up girders and beams,2-inch lumber layers entry doorway. Q= Roof rafters to ridge,valley or hip rafters;or roof rafter 4-3"x 0.131"nails And: �+ Staple 18 ga., a long,%crown 3 6 R310 EMERGENCY ESCAPE AND RESCUE OPENINGS: It Is the Z O z dj z 7 to minimum 2 ridge beam 2-20d common(4 x 0.192 ) or (finished flooring other than tile) t- 1' 3-16d box(3 %" x 0.135");or �+ ' Face nail at ends and at each splice %� builder's responsibility to verify that window units supplied by dJ ® w 3-lOd box(3 x 0.128 );or 1 %4 longx .121 shank x .375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for (L IX LI 2-16d common(3 y2 x 0.162 ),or End nail 8 8 emergency escape and rescue openings where re wed. Q O fY 3-10d box(3"x 0.128'); or 3-3"x 0.131"nails (galvanized or stainless steel)roofing nails(for tile finish) g y pcl O J M W- d 3-3"x 0.131"nails i 1 8311."1 STAIRWAYS: Interior stairways shall be re-assembled h- � Q � 4-16d box 3/2 x 0.135 or 1 a long,No. 8 x .375 head diameter,ribbed wafer-head screws y O V ( ), 1 8 wood units. The maximum riser height shall 8-1/4 inches and ry O Wall for the finish 0 28 Ledger strip supporting joists or rafters 3-16d common(3 12"x 0.162"); or At each joist or rafter,face nail ( ) the minimum tread depth shall be a Inches,plus nosing where 16d common(3 2"x 0.162') 24"o.e.face nail 4-1Od box(3"x 0.128'); or Plywood required. Provide handrails per Code. -� 8 Stud to stud(not at braced wall panels) IOd box(3"x 0.128'); or 4-3"x 0.131"nails 1Y4 ring or screw shank nail-minimum R312.1 GUARDS: Walking surfaces more than 30 Inches above 3"x 0.131 nails 16 o.c. face nail 2-lOd box 3"x 0.128" or 2-8d common i s 12 ga. (0.099")shank diameter 3 6 grade, and steps leading thereto, shall have guards that 29 Bridging or blocking to joist ( )' Each end,toe nail Y4 and/6 conform to Code. g g g J 2%"x 0.131" • or 2-3"x 0.131"nails p g 7/,%6 crown width 2 5 16d box(3 2"x 0.135'); or ( )� Staple 18 a., R3122 WINDOW FALL PROTECTION: Wlndows with sills less than Stud to stud and abutting studs at intersecting wall 12 o.c. face nail 9 3"x 0.131" nails SPACING OF FASTENERS ti s is i 1%ring or screw shank nail-minimum a 24" above finished floor and greater than-i2" above grade corners(at braced wall panels) /2, /, /2 and/ 6 8 shall be protected per Code. 16d common(3 y2' x 0.162") 16"o.c. face nail DESCRIPTION NUMBER AND R Intermediate 12,V2 ga. (0.099 )shank diameter 16d common(3 y2"x 0.162") 16" o.c.each edge face nail TEM OF BUILDING ELEMENTS TYPE OF FASTENER Edges h supports`,e 1%ring or screw shank nail-minimum 8314 SMOKE ALARMS AND HEAT DETECTION: Interconnected .F. •g<•,,, 10 Built-up header(2"to 2"header with 2' spacer) (inches) smoke, alarms,carbon monoxide alarms,and heat detection 16d box 3 iY2' x 0.135 12" o.c, each edge face nail (inches) i9 s 2s s 12 2 ga. 0.099" shank diameter 3 6 ( ) g /2, /, /2 and/ ( ) alarms shall be Installed at all locations shown on the plans. ,•.: Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 a., 12 6 8 �� -\r•'=>`'-t' � ,r" •:.J 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 'Iw,,,. c, tea-,� ,� �•�; 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] Hardboardr specified on the plans. ua=4'9 :.:4„ �••l;w1r Z6 Yit F..,. 4-1 Od box(3"x 0.128') s -i 6d common(2"x 0.113')nail f 12 long ring-grooved underlayment nail 6 6 8311 WOOD DECAY PROTECTION: Lumber specified In the plans a. is �,0, z{ 16d common(3 y2" x 0.162") 16"o.c. face nail 30 (subfloor,wall)' 6 12 0.200 4drement-coated sinker nail 6 6 as pressure preservative- treated (P.T) shall be in i':`3, t accordance with AWPA UI for the intended use and location. s1••,"- 12 Top plate to top plate " " 31 132" - 1" 8d common nail(2 2" x 0.131") 6 12f Staple 18 ga., Y8 long(plastic coated 3 6 Fasteners sha►I be hot-dl ed galvanized steel,stainless �•`" I Od box(3 x 0.128 ), or 12"o.c. face nail g(P ) pp g `3�" ' ' •�° 3"x 0.131"nails i - i IOd common(3"x 0.148')nail; or Particleboard steel boltsn bronze, copper or I/2 diameter or greater 32 1� 1 � 1 ++ :+ 6 12 8d(2/ x 0.131 )deformed nail 4d ring-grooved underlayment nail 3 6 % � 3 R401.4.1 6EOTEGHNIGAL: Footings and foundations shall rest on � Y2"„ Other wall sheathingg Staple 18 ga., long, /6 crown 3 6 undisturbed soil with a minimum load-bearing valve of 2,000 DELIVERED FEB 2 2 2021 8-16d common(3 x 0.162 );or Face nail on each side of end jointpsf. Visually graded soils that have this load-bearing value 12 galvanized roofing nail, /6 head 6d ring-grooved underlayment nail 6 10 13 Double top plate splice 12-1box 12-16d box (3Y2" 135"); or (minimum 24"lap splice length 33 2" structural cellulosic fiberboard sheathing diameter,or 1" crown staple l6 a. 1 %4" ion 3 6 1 s Include GW 4 6P-gravel and sandy gravel;6M 4 GC-silty and (3' x 0.128"); ,each side of end joint) p g g Staple 16 ga., 1 /long, crown 3 6 clayey gravel;5W 4 5P-sand and gravely sand;SM 4 SG-sllty 0 12-3"x 0.131"nails 3 ++ 7 ++ and clayey sand. Unsuitable subsoil material encountered -1 g 1 /4 galvanized roofing nail, /6 head i 6d ring-grooved underlayment nail 6 10 durinq excavatlon shall be excavated and replaced In-sltv O 34 2%2" structural cellulosic fiberboard sheathing diameter,or V crown staple 16 a., 1 i " 3 6 /2, s s s with /4' crushed stone to a minimum depth of 8 Inches or ROBE. 00 p g /4 long Staple 16 ga., 1 /long, /crown 3 6 p 16d common(3Y2"x 0.162') 16"o.c. face nail 1 „ d 1 72" galvanized roofing nail; staple galvanized, R402.2 CONCRETE: Basement walls,foundation walls,exterior O O Bottom plate to joist,rim joist,band joist or 35 / gypsum sheathing 12" long; 1 1/" screws Type W or S 7 7 walls and other vertical concrete work exposed to the to r 14 16d box 3 2"x 0.135" or g' For SI: 1 inch=25.4 mm. weather shall be air entrained stone concrete with a minimum `0 `Z blocking(not at braced wall panels) ( )� 12 o.c. face nail galvanized roofing nail; staple galvanized, P 9 P y O o 1- 3"x 0.131"nails 1 %" g g p g compressive strength of f�=3,000 sl at 28 days. Porches, i 36 4" gypsum sheathings s ++ s ++ 7 7 a. Nail is a general descri tion and shall be emitted to be T-head modified round head or round head. carport slabs and steps exposed to the weather,and garage Z 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 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%6-inch on diameter except as noted. minimum compressive strength of Pr,=3,500 psi at 28 days. O 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. t- blocking(at braced wall panel) - p p pp p g � tt) 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 N 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, Le., o a minimum 37 %4" and less 8d common 2 2"x 0.131 nail y t 4-8d box(2 2"x 0.113'); or ( ) d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 3'-0" below finished grade. O 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. 3-16d box(3 2"x 0.135"); or 38 %"- 1" 6 12 8404.1.-1 BACKFILL: Backfill shall not be placed against 8d deformed 2 ") y foundation walls until cured a minimum of '7 days. Brace top i 4 - N 4-8d common(2 2"x 0.131");or Toe nail ( 2 x 0.120 nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 4-10d box(3"x 0.128')• or l Od common(3"x 0.148')nail;or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speer is less than and bottom of wall during backfill placement. O< - 4-3"x 0.131" nails 39 1 - 1 4" i „ 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using R502.1 WOOD FLOOR FRAMING: Load bearin dimension lumber O - 0 ~ O 16 Top or bottom plate to stud 8d deformed(2/ x 0.120 )nail the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer 0 v ~ p 6 h. Fiber-cement underla ment shall conform to ASTM C 1288 or ISO 8336 Category C. lumber (LVL) shall have a minimum Fb=3,100 psi and modulus -t 0. Z 3-16d box(3 iz"x 0.135"); or Y + g rY ^ LU W- For SI: 1 inch=25.4 mm 1 foot=304.8 mm I mile per hour=0.447 m/s' 1 ksi=6.895 MPa. E=2.o x l0 6. 0 2-16d common(3 2"x 0.162");or End nail p IX 3-10d box(3" x 0.128'); or Rbo2 WOOD WALL FRAMING: Load bearing dimension lumber shall V 4 (L v Z 3-3"x 0.131" nails a. Nails are smooth-common,box or defonned shanks except where otherwise stated. Nails used for framing and be Douglas fir-larch No. 2 or better. Studs shall be a minimum lL ~ sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL No. 3,standard or stud grade lumber. X Q _( 3-10dbox(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 8702.3 GYPSUM BOARD: All Interior walls to be covered with X2" �- �, � 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,sparkled and painted;unless otherwise 0 - N 3-3"x 0.131"nails noted on plans. 43 -1 � _ b. Staples are 16 gage wire and have a minimum /6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN 0 W ++ 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`703.3 SIDING: Exterior wall coveringshall be vinyl siding tested Y 1!_ 3-8d box(2 Z x 0.113 ),or p Pp p g NOMINAL nIr y "9 � 2-8d common(2 2 STRUCTURAL WALL STUD SPACING x 0.131 ),or d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. PANEL (mph) by the manufacturer for use In high-wind regions and Installed J UJ with fasteners In strict accordance with the manufacturer's O i O pC 18 1"brace to each stud and late 2-lOd box 3"x 0.128" ; or Face nail p g ( ) PANEL SPAN SPACING IL P ( ) e. S acro of fasteners not included in this table shall be based on Table R602.3 2 . Penetration THICKNESS Edges Field Wind exposure category Instructions for high-wind regions. Use stainless steel nulls for RATING (inches) g p g fastening vinyl siding on buildings located within 3,000 feet of O 2 staples 1 4'+ f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 Size (inches) (inches) (inches o.c.) (inches o.c.) g C D the ocean line. g g � N � inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less m 3-8d box(2,V2"x 0.113" or than 130 mph and shall be spaced 4 inches on center where the ultimate design winds speed is 130 mph or greater but 6d Common s R802.1 WOOD ROOF FRAMING: Load bearing dimension lumber ( )� p p g p p g 1.5 24/0 / 16 6 12 140 115 110 g O 2-8d common(2 2"x 0.131');or less than 140 mph. (2.0"x 0.113') for rafters,trusses, roof beams and ceiling joists shall be -J 19 V x 6" sheathing to each bearing 2-1 Od box(3"x 0.128');or Face nail Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard Douglas fir-larch No. 2 or better. g• yp g 8d Common 1.75 24/16 �6 16 6 12 170 140 135 8806 ROOF VENTILATION: Soffit vents shall be rovided with a 2 staples, V crown, 16 ga., 1 Y4" long sheathing shall conform to ASTM C 208. (2.5 x 0.131") 24 6 12 140 1.15 110 p minimum net free ventilating area of Xss n the area of the DATE: FEBRUARY 2021 h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required 3-8d box(2 2"x 0.113");or vented space within the soffit. Attic is urivented. 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. RaO5.2 ASPHALT SHINGLES: Asphalt stripshingle wrappers shall pp Y g q g g g p g PrP 3-10d box(3"x 0.128');or be labeled to Indicate compliance with A5TM D-'7158 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 4" long supported by framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 accordance with or A5TM Dthe I manuss facturer's turre's nstructionnsand shall be ttoed in achieve g p P pP pypy� g P inches on center shall be applied with panel strength axis perpendicular to supports.20 1"x 8" and wider sheathing to each bearing Wider than 1"x 8" Face nail i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on pp P g p � pp that rating. Use a minimum of six nails per strip shingle. Use one side of the rafter and toenails from the ceiling joist 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 nabs when building within 3,000 feet of 4-8d box 2 2"x 0.113" ;or g J p p saltwater. ( ) Lateral bracing requirements shall be in accordance with Section 8602.10. DRAWING NUMBER the opposite side of the rafter shall not be required. 3-8d common(2 2"x 0.131');or 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 Rloob2 AIR SUPPLY. All combustion air for factory-built j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. - 3-10d box(3"x 0.128"); or span rating. Plywood siding rated 16 o.c. or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be provided from the exterior of the dwelling 4 staples, 1"crown, 16 ga., 13/4" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. In accordance with the UL listing. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING ppp JOIST DETAILS Plate nail-16d(0.135"x 31/z")at Load bearing or braced/shear wallabove(must stack over wall)elow) 12"on-center Load bearing or braced/shear wall above Plate nail, ent(0.135 x 3 ") When sheathing thickness exceeds%", 2x stud wall at Floor panel nail- g P 1 present) ALLOWABLE HOLES - TJI Joists Plate nail, 16d(0.135"x 3 Yz") Blocking ane): 1/a"TJ®Rim Board,1 (must stack over wall below when resent at 16"on-center at 16"on-center - 1 „ � ®• No load bearing Z trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2/z )at 6' on-center Ya"TimberStrand^ LSL or TJI joist. Blocking ane): � wall above 1y"hole may be cut g P Web Stiffener Min.distance from Table A Min.distance from Table B y Plate nail-16d 0.135"x 3/z" anywhere in web out- 1%"TJ Rim Board,1�" required on both ( ) Web stiffeners required on 2x4 minimum Web stiffeners Blocking panel: DO NOT side of hatched zone V TimberStrands LSL or at 16"on-center* IV'TJ®Rim Board, sides at A2W ONLY both sides at A3.4W ONLY squash blocks required each side 1 cut or notch flange. TJI joist Floor panel nail- Sheathing q q TiT 8d(0.131"x 2Yz")at 6"on-center* boundary nails, 1 ® at B3W ONLY or TJI jo joist LSL 8d(0.131"x 2Yz")a I/4"TimberStrand to Web Stiffeners required 4"on-center LSL rim board. %6 Web stiffeners 6° O O 6' O Rim-to-joist required on both •• nail each side at A3.-W B1 B1W V Toe nail-10d(0.131" sides of both joist 6" Lt 2 x D, D, Closely grouped round L2 2 x Lz Dz 6" 6" Toe nail, Toe nail, ® When sheathing holes are permitted if - 1Ys' TJ Rim Board(A3/A3W 9 x 3")at 6 on-center ends at B4W ONLY No field cut minimum P minimum No field eut Do not cur 10d(0.131"x 3") 1 Od(0.131 x 3") TJI®rim joist only)or thickness exceeds/", 12 Web stiffeners required DO NOT holes rn (applies to all holes the group perimeter holes!n holes larger LL at 6"on-center at 6"on-center y) min. End of joists at hatched meets re uirements for hatched ' 1Ya"TimberStrand® LSL. trim sheathing tongue 8 on both sides at 81 W cur holes to cantilever except knockouts) q than 1/z"in For rim board thicker than 1/a" centerline zones round or square holes. zones cantilever TJI®rim joist at nm board and B2W ONLY reinforcement. q Web stiffener Toe nail-1 Od(0.131"x 3") -Attach TJI Joist to rim board with one 1 Od(0.128"x 3") of support WW 111 required on both Must have 1%"minimum * nail.To nail from TJI joists into rim board. Table A - End Support CJ q at 6"on-center Install proper blocking to P 1 Blocking panels may be required pp * 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 O O Blocking panels may be required with braced/shear O O O 8191919 ( ) B2 B2W B3B3Wwith bracedlshear walls above or Minimum distance from edge of hole to inside face of nearest end support z Nrim joist per A3 detail. nail from side of parallel closure into rim board. walls above or below-see detail B1 below-see detail B1 JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 A3.3 For additional installation specifications see Rim Board A3.4 A3.4 �k DEPTH rJi® 2" 3'• 4" 5•• 6Yz" 7•' 8ye" 11" 13" 2" 3" 4'• 5" 6Y•' 7" 8%" 11" 13" O (1 O O O O Y W Nail through 2x cantilever,wood backer and v Details and Installation in Weyerhaeuser Guide 110 ,'-o" 1'-s" 2'-0" 3'-0" 5'-0" ,'-o" 1'-6~ 2'-s" 3'-s" a'-s^ 1%"TJ®Rim Board or 1Y4"TimberStrand® LSL. BlockingTJI(D joist web with 2 rows 10d(0.148"x 3") Weyerhaeuser Installation Guide far Floor and Roof Framing,TJ-9001. for Floor and Roof Framing,TJ-9001. 9�„ 210 1'-0" ,'-6" z'-s" 3'-0" s'-s" 1'-0" 2'-0" z'-s" a'-o" 5'.0- for with 1 Od(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 230 1'-6" 2'-0" 2'-6" T-s" 5'-6" V-°" z'-0" T-0" 4'-6" 5'-0' Q (V top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3Y2")nails with 3%"TJIO 360 1'-6" 2'-0" T-(r' 4'-0" 6'-0" 1•-s" 2'-6" T-6" 5'-0" 5'-6" (V with connections equivalent to floor panel joist flange widths. 560 1'-s" z'-6" T-6" 5-0^ T-0" z'-0" T-0" 4'-0" 5'-6" 6'.0- 6-0" 7 IID 1'-0" ,'-0" 1'-6" 2'-0" z'-6" T-0" F-6" 1'-0" 1'-6" T-0" T-6" 4'-6" 5-0" 6'-0" 6'-0"length of TJI joist 8"diameter maximum hole for 11/"- � „ � schedule. 1/8 TJ®Rim Board 1/a"TimberStrand® reinforcement and filler 16"deep blocking panels;6"diameter 210 r-o" r-6" 2'-0" r-0~ T-0" T-6" F-0" r-o" r-6" 2'-6" 3'-0" 5'-0" 5'-6" s'-s° 4'-0"length of 8"diameter maximum hole for 117/8"- block. Use 4'-0"length maximum for blocking panels 9Y2"deep LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 11%- 230 1'-a' 1'•6" 2'•0" 2'•6^ T-0" T-6" s'-6~ ,'-o" T-0" T-6" T-6" 5••6" s'-6" T-0" 3 „ 1 „ 7 one each at top and bottom flange. " 1 " 360 V-6" T-0" T-0" T-6" 4'-6" F-0" T-0" T-6" 2'-6" T-6" 4'-6" 6'-6" 6'-6" T-6" 8"diameter maximum hole for 11 /a reinforcement on 16"deep blocking panels;6"diameter with 9/2 and 11/ TJI® or shorter than 12"long. with one 8d(0.131 x 2/ ) Attach reinforcement to joist nail at each corner sso ,'-s" z'-s° 3'-0" a'-o" 5'-6" 6'-0" s'-o" 2'-6- 3'-s" 4'-6" 5'-6" 7'-0" 7'-6" 8'-0" one side at E2,both maximum for blocking panels 9%" joists. Do not cut flanges. 1 F1 applies to 110 r-o^ r-o^ r-o" ,'-o" r-s" z'-o" 3'-0^ 5'-s" r-o^ r-o^ r-s^ 2'-0^ 3'-s^ a'-o^ s'-o" a'-o^ Web stiffeners Y8"-16"deep blocking panels;6" sides at E3 deep or shorter than 12"long. with one 8d(0.131"x 2Y2") Horizontal blocking uniformly z10 1'-0" 1'-0" 1'-0" 1'-s" z'-o" z'-s" T-s" s•-a' 1••0" 1'-0" 2'-0" 2'-6" T-o" 4'-6" 6'-s" s'-e" Load from above required on both diameter maximum for blocking Do not cut flanges. 1Ys"TJ®Rim Board 11/a" nail at each comer panels between each loaded joists 14" 230 1'-0" 1'-0' 1'-0" 1'-6" T-6" 2'-6" 4'-0" T-0" 1'-°" 1'-0" z'-o" T.0" 4'-0" 5'-0" 7'-0" 9'-0" r sides at E1 W ONLY panels 9/"deep or shorter than TimberStrand®LSL.Nail with joist.Nail to top plate with only. 360 1'-0" 1'-0" 1'-6" 2'-6" T-6" 4'-0" 5'-6" 8'•0" 1'-0" 1'-6" 2'-6" 4'-a' 6'-0" 6'-6" 8'-0" 9'-6" 1 12"long. 1 10d(0.131"x 3")nails,one 12"length of 3/a" connections equivalent to Wood A �d` 560 1'-0" 1'-0" z'-o" 3'-0" a'-s" s-o" s's" s'-o~ r-s^ T-0" 4'-0~ 5'-°" T-0" r /s Do not cut flanges. IV'TJ®Rim Board or 1/a each at top and bottom flange. reinforcement on floor panel schedule. backer a���.tet a�`1� 210 1'-0" r-o" 1'-0° 1'-0° r-o° r-s° z'-s° 3'-s" s'-o" r-o" 1'-0° r-o" z'-o° 3'-0° 3'-6" T-s° 8'-0" 1 r-o" O TimberStrand® LSL.Nail with one side at E5, g 3 6, an�\ead5° 16" 230 1'-0" 1'-0" 1'•0^ 1'-0" 1'-6" 1'-6" 3'-0" 4'-0" T-0" 1'-0" 1'-0" 4'-0" T-0" 12"length of/" t�� t O O 360 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 2'-6" 4'-6" 6'-6" 9'-0" 1'-0" 1'-0" 1'-6" 3'-0" 5'-0" 5'-6" 9'-0" 10'-0" 11'-6" 10d(0.131"x3")nails,one Attach reinforcement to both sides at E6 �I� e� t� Full depth vertical reinforcementon one side ���� go 560 r-o" r-0" r-0" r-o° r-s^ 3'-0" 5'-0" r-s° 10'-0^ r-o^ r-o" 3'-0" a'-6" s'-s^ 7'-0^ 10'-0^ 1r-o° each at top and bottom flange. joist web with 3 rows P at E7,both sides at E8 F1 °a e�g4o ��� 1 Od(0.148' x 3')nails at 6" blocking between 4" 5" 6" 7" 8" 10" 12" 15" 17" 4' 5" 6" 7" 8" 10" 12" 15" 17" Attach reinforcement on-center,clinched.Use 2 each joist iso 1'-0" r-o° r-o" r-o° z'-o" a-o" s-6" 10'-0" r-0" r-6" T-0" a'-6" s'-o" 10'-0" 1r-o" 13'-6° 2x4 minimum 0 1 " 7 " E7 Eg Less than 5" 1s' to joist flange with V. d` rows with 9/2 and 11/8 Less than 5" sso 1•-0" r-0° r-o" 1'-0° 2 a'-s" T•o° ill 2'-0° T-6" 5'-0" s'-6° e'-o^ 1r-o" 1r-o" 1a'-s" squash blocks p" 8d(0.131"x 21/2")nails at 6" �a+�� TJI®joists. 360 1'-0" 1'-0" 1'-0" v-0" 1'-0.. 2'-0" 4'-0" 7'-0" 10'-6" 3'-0" 4'-6" 8'-0" 11'-6" 14'-0" 15'-6" 2', O O I Gap*: WEB STIFFENER ATTACHMENT 20" 560 1'-0° 1'-0" 1'-0" 1'-0" 2'-0" 4'-6" 9'-0" 11'-6" 1'-0" 1'-6" 3'-6" 1/a"TJ®Rim Board or �� on-center.When reinforcing E5 E6 1- /-� CS Use 2x4 minimum squash blocks to 1Ya"TimberStrand® LSL. Face grain �a� both sides,stagger nails. Y8"minimum Table B - Intermediate or Cantilever Support " transfer load around TJI®joist E1 E1 W Nail with 10d(0.131"x 3") E2 E3 horizontal E4 Not for use with 3%2"TJI®joist flange widths 1" � 23/"maximum Minimum distance from edge of hole to inside face ofnearestintermediate 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 subfloor TJI®joist blocking with end Web stiffener both sides. DEPT" 2" T a" 5" 6Y," 7•• 8%" 11~ 13" 2•• 3•• 4'• 5'• 6y•• 7" 8r/e- 11" 13" adhesive to all blocks installed at)/3 joist-span See sizes below. *With 110 T-o" r-s" T-6° 4'-6" T-s" r-s~ 2'-6" T-s" 5'-6" 6'-6" Flush bearing plate required. Structural exterior sheathing locations using point load from above,and no support Hanger height must Double TJI®Joist Filler Block: Hanger Backer Block: Install ti ht Maximum Ya"overhan contact surfaces 1 „ T below,install web stiffener tight to top flange y�.. 210 z'-o^ 2'-6" 3'-s° s'-o" 8'-0" z'-o" 3'-0" a'-o" s'-s" 7'-s" g g Flashingtwo 8d(0.113"x 2/ ) I Tight fit* 230 2'-6" T-0" 4'-0" F-6" 8'-6" 2'-0" T-6^ 4'-6" 6'-6" T-6" be a minimum of eo h Attach per the table.Clinch to top flange(tight to bottom permitted at beam. 9 (gap at bottom flange) of joist depth nails or 360 3'-0" 4'-0" 5'-6" 6'-6" 9'-0" 3'-0" 4'-6" 5'-6" 7'-6" 8'-0" nails when possible. flange with face mount hangers). a� , " Web Nailing Requirements 560 3'-6" 5'-0" 6'-0° T-6" 10'-°" 4'-0" 5'-6" 6'-6" 8'-0" V-0" Clinch nails when possible. Treated 2x o\S�sQ 2/ screws,typical cal TJI©Joist Series Depth StiffenertSize Type Number Nails 110 1••0" 1'-(r' r-s^ 2'-6^ a'-o^ a'-s" 8'-6" 1'-0" 1'-6" 2'-6" 4'-0" T-0" T-0" 9'-6" ledger �g� (�a YP ( ) YP End Intermediate 210 1•-0" 1'-0" T-0" T-0" 4'-6" 5'-0" 9'-0" 1'-0" 7-0" T-0" 4'-6" 8'-0" 8'-0" 10'-0" See fastener 5 " 5 1,e" 230 1'-0" 2'-0" 2'-6" 3'-6" 5'-0" 5'-6" 10'-0" 1'-0" 2'-6" 3'-6" 5'-0" 8'-6" 9'-0" 10'-6" !.'�• 1Y"TJ®Rim Board Or I/a" 110 All /8 x 2/6" 360 2'-0" T-0" 4'-0" 5'-6" T-0" 7'-6" 11'-0" 2'-0" T-6" F-0" T-0" 9'-6" 9'-6" 11'-0" table below.Maintain ® 210 All 3/a"x 2s/,e""' 8d Top mount 2"distance minimum from TimberStrand LSL 1 560 1'-6" T-0" 4'-6" 5'-6" F-0" 8'-6" 12'-0" T-0" 4'-6" 6'-0" 8'-0" 10'-6" 11'-0" 12--0- hanger ) 230&360 All 7/"x 2s/6""' (0.113"x 2/ ) 3 3 110 r-o" r-o" r-0" r-o" 2'•0" 2'-6" 4'-6" 8'-6" r-0" r-o" r-o" 2'-6^ 6-0" s'-0" 9'-0" 12'-0" hanger edge of ledger to fastener. Option#2: 1 2x-strapping installed at/ 16d 210 r-0" r-o" r-0° r-0" 7-6" T-0" 5'-6" 9'-6" r-0" r-o" 7-0" T-6" 6'-0" T-o" 10'.0" 13'-0^ Backer block joist-span locations using two 2 560 All 2x4(z' 1 14" 230 r-0" r-0" 11-01 r-o" T-s" 4'-0" 6'-0" 10'-6" •r-0" r-0" T-6" 4'-0° 6'-6" T-6" 11'-0" 13'-6" Face mount Allowable Load lbs 0.135"x 3/" both sides of web ( ) 1 " ( ) 360 1'-0" 1'-0" 2'-0" 3'-6" 5'-6" 6'-0" 6'-6" 12'-6" 1'-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" hanger Fastener %"TimberStrand® , „ / screws per joist,typical with single TJI®joist 1/8 TJ®Rim Board 18" 4 4 560 1'-0" 1'-0" 1'-6" 3'-6" 5'-6" 6'•6" 9'-6" 13'-6" 1'-0" 3'-0" 5'-0" 7'-0" 10'-0" 11'-0" 13'-6" 15'-0" LSL rim board Option#3: 560D 20" 2x4(z' 16d 5 5 z10 ,'-o" 1'-0" r-o" ,'-o" ,'-o" 1'-0" 3'-s" 6'-0" 10'-0" 1'-0" 1'-0" 1'-0" 1'-6" 4'-6" 5'-6" 10'-0" 12'-6" 16'-0" Web stiffeners required if sides of Yz lag bolt 610 460 Direct) a lied ceiling 22"13j (0.135"x 3%") 6 11 230 ,'-o^ r-o~ r-0^ r-o° r-e° z'-o" a'-o" s'-6^ 11'-0.. r-o" r-°" ,'-o" 2'-s" s'-o^ 6'-0° 1o'-s^ 13-s" 1s'-s" hanger do not lateral) support at With top mount hangers,backer block required only Y PP 9 1s~ H1 g 3 o Y pp H2 for downward loads exceeding 250 lbs or for uplift H3 • Corrosion-resistant fasteners required for wet-service applications. PB1 24"(3) 6 13 iso 1'-0" 1'-0" 1'-0" 1'-0" T'0" 4'-0" 6'-6" 10'-0" 13'-6" 1'-0" 1'-0" 2'-0" 4'-0" T-6" 8'-6" 13'-0" 14'-6° 17'-0" When specified on the la O least%"of TJI"joist top flange O conditions.For nailingrequirements see page 5 TJ- LA p layout, one of W (1)PSI or PS2 sheathing,face grain vertical 560 ,'-o" 1'•0" 1'-0" ,'-0" z'-6" T-6" T-0" 1'-0^ 3'-s" s'-s" s'-o~ ,o'-o" 1a'-s" 1s'-o^ 18'•0' eI^] q p l ' O the bracingoptions above►s required O `-' p q 2 Construction rade Or better 4" 5" 6" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15•' 1r' t 9001, Weyerhaeuser installation Guide for Floor and (3)Web stiffeners are always required for 22"and 24"TJI®560D Joists 360 1'-0" 1'-0" 1'-0" 1'-s" 3'-0" F-0" 9'-0" 15-0" V-0" 1'-6" 4'-0" 6'-6" 9'-0" 14'-6" 16'-6" 6" Roof Framing, TJ-9001. q 1a 560 1'-0" 1'-0" 1'-0" ,'-0" 2'-0" 6'-0" 10'-0" 16'-6" 1'-0" 3'-6" 6'-0" 8'-6" 11'-6" 16'-6" BEAM DETAILS FASTENING of FLOOR PANELS 360 11-0" 11.01 r-o" o" 1-°" T-a' 6'-0" 1V-0" 15'-6" 1•-0" -0° ILFV- Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 20 560 1'-0" 1•-0" 1'-0^ 1'-o" 1'-0" TJI®(1)(2) Rim Board 11/2" TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement of longest side. BEARING FOR DOOR Nail Size 110,210, 360 and y'• ®Ri I%" TimberStrand®LSL Microllam# Parallam® t t' , m L BEAM TO BEAM BEARING AT s TJ De th 9/z"or 14„ 9Yz"or 14"or g/"or 14"or 18"or z 14"or 18"or • Leave Ys"of web(minimum)at top and bottom of hole. DO NOT cut joist flanges. UJ I Z and 230 560 Board TimberStrand®LSL or wider LVL PSL P 7 11/a" W - BEARING AT WALL 11/s" 11/s' 1s" 11/e'• 1s" 20" 1s 20" OR WINDOW HEADER CONNECTION CONCRETE WALL • Tables are based on uniform load tables in current design literature. }, Z � <d- � Z p[ Bd(0.113"x 2%"),8d(0.131"x 2�") 4" 3" 6" 4" 3" 3" 3" Filler Block 11) 2x6+3/^ 2x8+3/" 2x6+%" 2x8+Y" 2x12+y" Two Two Two -3 1S- O J W 1%"TJ®Rim Board or Strap percode if top plate (Detail H2) 2x6 2x8 sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole maybe located - Z W 10d(0.148'x 3"),12d(0.148"x 3%") s 6" 4' 4" 4" 4" at the center of the joist span provided that no other holes occur In the joist. �-- Q I- C Z 1%"TimberStrand® LSL or is not continuous over Cantilever 2x6 2x10 2x6+8 " 2x10+8 " 2x6+ 2x10+ to 1 - a / Y 16d 0.162"x 3 B" Y8" z z ( � ) 6" 6" 6" Not }- header 4 4 V I kin for lateral support (�yJ blocking pp 3 Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing applicable Not applicable ALLOWABLE HOLES - Headers and Beams Z ILI o Z o Z (1)Stagger nails when using 4"on-center spacing and maintain 1 /"joist and panel edge distance.One row of fasteners Is permitted(two at abutting (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long 1' 1 _ W panel edges)for diaphragms.Fastener spacing for TJI v joists In diaphragm applications cannot be less than shown In table.When fastener spacing for Backer Block(t) .55E TimberStrand® LSL Headers and Beams OL LU > w LU Strapper code if to ••• blockingIs less than spacing shown above,rectangular blockingmust be used in lieu of TJI e joists. (Detail F1 / or 4 / or/e / or 1"Net 2x6 2x8 2x12 (y _I plate is not Continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least%"and staggered. or H2 Q (3)With 10d(0.148"x 1%")nails,spacing can be reduced to 3"on-center for light gauge steel straps. ) 2 x diameter of the O } �Q< over column �- Top mount 4 Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1 %" to avoids splitting). necessary,increase filler and backer block height for face mount hangers and maintain/e"gap at top o 4"mi;see detail le Filler and backer largest hole(minimum) O ]� '`� ( ) P 9 e ( P 9)' block dimensions should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks). ,(� hanger (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 %a"(to avoid splitting). )3 depth v , Pi Q (� Protect untreated ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Allowed hole zone Z Column Face mount g g P g g q g 9 p 4 Q 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 VI )�] L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing,TJ-9001. o O O O ■Nailing rows must be offset at least Yz"and staggered. ° literature for framing connectors o 0 0 0 0 1.55 E TimberStrand®LSL g ■14 ga.staples maybe substituted for 8d(0.113"x 2 Yz")nails if minimum penetration of 1"into the TJI®joist or rim board is achieved. ■Maximum nail spacing for TJI®joists is 18"on-center. Joists must be laterally supported at Header or Beam Maximum Round Depth Hole'SIZE cantilever and end bearings by blocking Multiple-Member Connections for Top-Loaded Beams panels,hangers,or direct attachment to 9Y4"-9y" 3 Fastener Installation Requirements TJI®joist framing does not a rim board or rim joist. $ 8 1 144"-11 411^ Piece #of Fastener require bridging or mid-span E1 General Notes See illustration for allowed hole zone et••^r+fr.,.. Width Plies Type"' Min.Length #Rows O.C.Spacing Location When fasteners are required on both g •*'` sr.^, blockin • Allowed hole zone suitable for headers and beams with uniform and/or concentrated loads anywhere along the member. �'` "�.••••♦♦•••••»1 »`%'', r 2i sides,stagger fasteners on the second �,' I Od nails 3" 3 • Round holes only "' �•- »I%,. BEARING AT 12" side so they fall halfway between y �,jE; • No holes in headers or beams in lank orientation. f.�J v:``g COLUMN 2 12d-16d nails 31/" 2(2' One side fasteners on the first side. p Screws 33/"or 3Y" 2 24" 10d nails 3" 3(2) DO NOT bevel cut joist . ( ,� , �f►� l 12 Both sides beyond face of wall. AlO j Other Trus Joist® Headers and Beams •�. �►�•)''f��� .� �,�r@Fi-` t Rim board joint Y Microllam® LVL ' 12d-16d nails 3 Y4" 2(2' E2 between joists 1 DONOToverhangseatcuts 1.3E TimberStrand® and Paraflam�PSL � 3 Both sides on beams be and the inside LSL hole zone hole zone 2 x diameter of the , `f"• "'`'"tl"* ^'`%' 13/4 Screws 33/"or 31/2" 2 24" Load must be applied evenly across qn y /depth ty'°'1, ••r� �^`' 5" One side entire beam width.Otherwise,use �7 face ofsupport member, largest hole(minimum) Verify column capacity 10d nailsj3' 3" 3(2' One side connections for side-loaded beams. DO NOT cut,notch or drill L5 and beam bearing 12" (per ply) DEl�IVERED FEB 2 2 2021 holes in headers or beams O length.See current 4 12d 16d nails('> 31/4" 2(2' d except as Indicated In o ° o illustrations and tables. Weyerhaeuser literature. Screws 5"or 6" 2 24„ Both sides Multiple pieces can be nailed or bolted together to CS ° ° 6 3/4" One side form a header or beam of the required size,u to a TJI®rim joist O Q L6 q P 5"or 6" Both sides maximum width of 7° Microllam® LVL and Other Trus Joist Beams IY6"TJ®Rim Board or 1Ya" Parallam®PSL Header or Beam Maximum Round � One side TimberStrand LSL. z O L3 ® allowed hole zone Depth Hole size O f " 2 Screws 6/4" 2 24" O middle%span 4%" 1" O 11- 3Yz" 3 A2 Y2"bolts 8" 2 24" 5y,. 1a4„ � (I)1 Od nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Tru ss-LO K-EWP . L1 d 1.3E TimberStrand& LSL allowed hole zone d 7Y4%20" 2" Q 0 f COLUMN DETAILS (2)An additional row of nails is required with depths of 14"or greater. B1 H1 See illustration for Allowed Hole Zone � (\ (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes I Q� m 62 • Allowed hole zone suitable for headers and beams with uniform loads only. O O � • Round holes only m BEAM NAILING AT BEARING FLOOR No holes in cantilevers. COLUMN CAP (FLOOR) L5 63 O , % N TJI®Joist to Bearing Plate Squash Blocks w TJI#Joist No holes in headers or beams in plank orientation. OI - 1 ® (Load bearing wall above) 1/e"TJ Rim Boarc or 1 Joist may be shifted up to 3"if 64 Use B1 or 62 at g ■ /� /� ■ ' O p IX Z O 1/a"TimberStrand# LSL. One 10d(0.128"x 3") floor ane)edge is supported P �/\V/ Ilii®1 N G nail into each flange p g PP intermediate bearin s v (� Ii 0 One l e (0.113"x rive and span rating is not exceeded. with load bearing or Joists are unstable until braced laterally IL N nail each side.Drive Do not cut joist flanges. nails a,an angle at Plumbing Drop braced/shear wall g Bracin Includes: End of joists g Sheathing • Strut Lines O O W O P1 least 1/2"from end. :�� from above • Hlangers • Rim Board • Rim Joist V 1tr_ O 3Y2"minimum at centerline L2 v J d COLUMN BASE 3 intermediate bearing Also see detail B2 of support 11 II '' W- (L Z I/4'minimum end bearing 1 g T ,/` - J-L-1 v X single-family applications 5/"may be required s ? � Q O Z for maximum H1 Shear transfer:Connections equivalent capacity to floor panel nailing schedule ;: ;• Rim to TJI®Joist O ° DO NOT walk on joists DO NOT walk on joists DO NOT stack building OL 1Ya"TJ®Rim Board, TJI®560 rim joist:Toe O until braced. that are lying flat. materials on unsheathed) :;�•,,'•:,,� Additional joist is required if tj J - 1/4"TimberStrand® LSL or nail with 10d(0.128"x 3") o INJURY MAY RESULT. joists.Stack only over - TJr 110 rim joist: nails,one each side of floor panel edge is unsupported L4 ; .. `'. or if span rating is exceeded. ! WARNING NOTES: beams or walls. V W O P g Exterior Deck aL u- 0 P2 One 10d(0.131"x 3")nail TJI®joist flange TJI®560 ° o LA Attachment DO NOT use sawn Lack of proper bracing during construction can result in serious into each flange floor joist ' r lumber for rim accidents.Observe the following guidelines: LL OC Structural g TJI#210 230 and 360 rim board or blocking, > INSTALLATION TIPS •:�• � sheathing 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI®joists must be completely installed and properly nailed. 14- ELEVATED ELEVATED joist: O as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be N N COLUMN BASE 3 �--� One 16d(0.135"x 3Y2")nail •Subfloor adhesive will improve floor performance,but O after installation, accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. N 1/4"minimum bearing Into each flange may not be required, o use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each Top View Locate rim board joint between joists. Safety bracing(1x4 engineered lumber, joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at Won-center(6' worker or one layer of unnailed sheathing. t 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 e joist before additional loads can be placed on the system. ®' 1 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 1/"knockouts at extended to a braced end wall. 6.The flanges must remain straight within 1l2"from true alignment. ::.;::.-,• IV'TJ®Rim Board or 1Y" for squash blocks or blocking panels. approximately Fasten at each joist with TimberStrandO LSL. 12"on-center two 8d(0.113"x 2%")nails minimum Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this DATE: FEBRUARY 2021 When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit wy.com/inform. Optional plumbing or HVAC. flush with inside face P3 non-shrink See framing Ian If applicable)or 1-JOIST DETAILS rout Drive nails at an g p ( pp ) of wall or beam 9 One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. 1Yz"minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJIJoistInstallation Guide, TJ-9006, which should be referenced for additional information. A ==