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HomeMy WebLinkAbout45912-Z �O�QguEEOiKCpGy Town of Southold 3/4/2023 P.O.Box 1179 o - 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43879 Date: 3/4/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 3225 Stanley Rd.,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-8-67 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/19/2021 pursuant to which Building Permit No. 45912 dated 3/11/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, covered porch,rear stoop and attached garage as applied for. The certificate is issued to Zenith Property Group LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0045 7/20/2022 ELECTRICAL CERTIFICATE NO. 45912 7/21/2022 PLUMBERS CERTIFICATION DATED 3/22/21 & 6/1/22 ha e Sanders i)odtih4rize Si nature VFO tA, . TOWN OF SOUTHOLD ��o�A may BUILDING DEPARTMENT TOWN CLERK'S OFFICE "oy • o� SOUTHOLD, NY dol * ya 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#: 45912 Date: 3/11/2021 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 SCHD approval. (Lot#13) At premises located at: 3225 Stanley Rd., Mattituck SCTM # 473889 Sec/Block/Lot# 106.-8-67 Pursuant to application dated 2/19/2021 and approved by the Building Inspector. To expire on 9/10/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,942.00 CO-NEW DWELLING $50.00 Total: $1,992.00 Building ctor pF SO!/j�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 �� • �o sean.devlinCcy)town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Zenith Property Group LLC Address: 3225 Stanley Rd city,Mattituck st: NY zip: 11952 Building Permit#: 4'55912 Section: 106 Block: 8 Lot: 67 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 64 Ceiling Fixtures 14 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 2 Wall Fixtures 4 Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 53 Heat Detectors 1 Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt G8S Emergency Fixtures Time Clocks Disconnect Switches 43 4'LED Exit Fixtures 11 Pump Other Equipment: Hood, Oven, Fridge, DW, Mini Fridge, W/D, 200A Panel 40 Circuit/25 Used Notes: New Two Story Inspector Signature: Date: July 21, 2022 S. Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,.NY 11971-0959 je,d FER 9.2 ?n?3 BUILDING DEPARTMENT, tuaLusNv uta I. TOWN OF SOUTHOLD ion�►�a n�eni, � CIE RTJFICATIO,N Date: -Building:Permit No. �S A \ - Owner: ��al VLL�, Q 1--vV L U d mx\ (Please print) (Please print) I certify that the solder used in the water supply system:contains less than 2/10 of 1% lead. (Plumbers Signature). Sworn to before me this day of zEne_ 2UcDa o1v rtA an 1np 10 .0 O �i jZ -'yam 0, Notary Public, ••111/111111111, - 1hoy� 06 # # TOWN OF SOUTHOLD BUILDING DEPT. °y nnm '�Q 765-1802 INSPECT ON [ ] FOUNDATION 1ST �D ROUGH PLBG. ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMI NG [ ] FINAL [ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION, [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: i> 1 DATE to INSPECTOR pE SOUTyo6 TOWN OF SOUTHOLD BUILDING DEPT. `ycaum �� 765-1802 : INSPECTION [ ] .FOUNDATION 1ST [ ] UGH PL13G. [ : ] FOUNDATION 2ND- [ INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] 'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE,RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: % ttlo�t� llh MCA k1 a kkou�dUl, ��� wt IYI4n S . DATEC2 INSPECTOR SOUTyo� (Z Z5,25 St�Av - # # TOWN OF SOUTHOLD BUILDING DPT. 631.765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: Q b+-I Aj �A kvll�-IA kn d bvp "k - �il c, r, C) t/ of oLQX L6J OAV 6 v 0 V�-jodle" c 04e-le DATE S ' Z1i INSPECTOR Of SOUTyolo `�\ Sq l / , ";r ;e ��/ —— # TOWN OF SOUTHOLD BUILDING DEPT. �ycoum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/ [ ] RENTAL REMARKS: DATE 7 ZI 14,n INSPECTOR o�aOF SOUIyO! / 14k!/ � v• V f�� -- -- TOWN OF SOUTHOL BUILDING DEPT. °`y�nurm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]TROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1,NSdLATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: lAk5h. IV% AvvO -PACS DATE INSPECTOR - --- --------- ------- 13 OE SOUTHp�o � -- -- - - - # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm?�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Q DATE INSPECTOR FEBLIPA 2 2 223 �HOMES BUIL01mi UEPI• Long Island Power Authority 2012 Combustion SxkVipl s ng�orm LIPA ENERGY STAR°Homes Certified Home Address: 3225 Stanley Road City: Mattituck Builder Name: Oasis at Mattituck Corp. Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement/Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: February 7, 2023 Outdoors Temp During Test: 38 °F CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: 0 pa. CAZ Ambient CO: 0 PPM Test Pressure: -5.5 pa. Appliances/Fireplace Simulated for Test? Yes_ No ✓ Net Change: -5.5 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_ Tyne: Furnace ✓ Boiler_Heat Pump_Other t z Venting Tvne s .Drat Sin-villa Sin llaee CO CO E rcien Fuel Tvne °., Circle T e ascal• (Worst Case (Natural) (Worst Case (Natural) Rating: N_P✓ O_E N - V_M S✓ - Pa. Pass ✓ Fail_ Pass!� Fail_ PPM PPM Yes ✓ Tvm: Standard Tank ✓ Indirect Tankless Size: 75 Style Common Vent❑ Water Heater Primary: — a No _ Instantaneous Commercial (See Note 5 below) (Gallons) Stand Alone E tcien s Fuel Type?. Venting Type s , -Dra �- Sin IlaQe.; Spillage(Natural] CO CO (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: N P &10 E N ' M✓ S - Pa. Pass ✓ Fail Pass✓Fail 3 PPM 3 PPM Oven. Oven is Electric or No Oven Exists l Oven Range Hood Vented to Outside Yes ✓ No_ Oven CO - PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style. Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 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: Dater February 7, 2023 lh brm 90106 02 CST Form 2012 Effective 1/1/2012 Corresponds to BHI -2012 REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Project Title: New Home 1000-106-8-67 Report Date 2023-02-14 Data Filename 2021_015 3225 Stanley Rd.C.CC+HERS.bIg Energy Code 2018 IECC as amended in the 2020 New York State Energy Conservation Construction Code Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Propane Glazing Area Percentage 13% Heating Degree Days 5294 HERS Index 53 Construction Site Owner/Agent Designer/Contractor HERS Rater 3225 Stanley Road Signature Five Loan Trust Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 3225 Stanley Road 3080 Route 112, Suite C Jerry DAmaro Mattituck, NY 11952 Medford, NY 11763 Certification#2614397 631-569-4513 '631-878-7808 Building Information Conditioned Area (sq ft) 3643 Conditioned Volume (cubic ft) 37200 Insulated Shell Area (sq ft) 6706 The items below will be inspected for energy code certification.Any deviation from these specifications should.be brought to the attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass Performance Path Pass Duct R-Value Pass Maximum Energy Cost($/yr) 4916 Maximum UA 384 Your Home Energy Cost($/yr) 4235 Your Home UA 368 Better Than Code (Perf) 17.40A Better Than Code (UA) 4.3% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA** 1226 39.0 0.0 43 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid** 2185 15.0 5.0 119 AG Wall 2: R15,FG1,4-16** 260 15.0 0.0 21 AG Wall 3: R-24.5 JD SPF** 312 19.5 5.0 14 REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of.energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. REWRate - Residential Energy Analysis and Rating Software v16.0..4 New York Compliance Certificate , Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter. R-Value R-Value U-Factor UA Joist 1: Cond -> ambient 132 13.0 5.0 0 Joist 2: Cond -> garage 23 13.0 0.0 0 Joist 3: Cond ->ambient 113 13.0 5.0 0 Joist 4: Cond -> attic 23 13.0 0.0 0 Window 1: U:0.30, SHGC 0.28 DR** 40 0.300 12 Window 2: U:0.30, SHGC 0.27 DH** 210 0.300 63_ Window 3: U:0.28, SHGC 0.31 PIC** 41 0.280 11 Window 4: U:0.27, SHGC 0.23** 6 0.270 2 Door 1: Fiberglass U-0.28 JD** 34 0.280 . 0 Door 2: Fiberglass U-0.17 JD** 20 0.170 0 Basement Walls Wall 1: R-11 Blanket-8ft** 1148 0.0 11.0 64 Wall 2: R-11 Blanket-8-ft" 204 0.0 11.0 11 Window 5: U:O. HGC 0.27 CS* 21 0.290 6 Door 22 0.220 0 Infiltra o Htg: 1. 6 Ig: 1.76 ACH50 Mecham l Equi ent Heating: Fuel-fired air distributionT4.0 Btuh, 96.1 AFUE. Water Heating: Conventional, Prop, 0.69 EF. Cooling: Air conditioner, 33.2 kBtuh, 14.5 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. Name-Title Signature Date Rater I, Jerry D'Amaro of DAmaro Engineering, certify that the home listed above, as modeled meets or exceeds all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. I further attest that I am a certified Home Energy Rater and affiliated with ►���J a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. REWRate Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 2 of 3 , EWftate - Residential Energy Analysis and Rating Software v16.0.4 New York Complian er1 ate Name-Title Signatu Date 77 REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Project Title: New Home 1000-106-8-67 Projected Rating: Based on Plans - Field Confirmation Required. Report Date 2021-02-11 Data Filename 2021_015 3225 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 56 Construction Site Owner/Agent Designer/Contractor HERS Rater 3225 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 3225 Stanley Road 3080 Route 112, Suite C Jerry DAmaro Mattituck, NY 11952 Medford, NY 11763 Certification#2614397 631-767-4807 631-878-7808 Building Information Conditioned Area (sq ft) 3643 Conditioned Volume (cubic ft) 37200 Insulated Shell Area (sq ft) 6520 The items below will be inspected for energy code certification. Any deviation from these specifications should be brought to the attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass Performance Path Pass Duct R-Value Pass Maximum Energy Cost($/yr) 4923 Maximum UA 373 Your Home Energy Cost($/yr) 4503 Your Home UA 363 Better Than Code (Perf) 9.3% Better Than Code (UA) 2.7% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA 1226 39.0 0.0 43 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid 2185 15.0 5.0 122 AG Wall 2: R15,FG1,4-16 260 15.0 0.0 21 AG Wall 3: R-18 SPF+Rigid 312 13.0 5.0 18 REM/Rate=Residential Energy Analysis''and Rating.Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. REM/Rate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Joist 1: Cond -> ambient 132 13.0 5.0 u 0' ' Joist 2: Cond -> garage 23 13.0 0.0 0 Joist 3: Cond - ambient 113 13.0 5.0 0 Joist 4: Cond -> attic 23 13.0 0.0 0 Window 1: U:0.28, SHGC 0.31 DR 40 0.280 11 Window 2: U:0.30, SHGC:0.31 210 0.300 63 Window 3: U:0.28, SHGC 0.32PIC 32 0.280 9 Window 4: U:0.28, SHGC:0.25 15 0.280 4 Door 1: Fiberglass U-0.28 JD 34 0.280 0 Door 2: Fiberglass U-0.17 JD 20 0.170 0 Basement Walls Wall 1: R-11 Paramount 989 0.0 11.0 58 Wall 2: R-11 Paramount 177 0.0 11.0 10 Window 5: U:0.30, SHGC:0.30 21 0.300 6 Door 22 0.220 0 Infiltration Htg: 3.00 Clg: 3.00 ACH50 Mechanical Equipment Heating: Fuel-fired air distribution, 64.0 kBtuh, 96.1 AFUE. Water Heating: Conventional, Prop, 0.72 EF. Cooling: Air conditioner, 34.8 kBtuh, 15.1 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. Name-Title Signature Date Rater I; 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- a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. REWRate,-.Residential:Energy Analysis and Rating Software v16.04 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 2 of 3 REM/Rate - Residential Energy Analysis and Rating Software v16.0.4 New Y®r C®mplia Certof0 ate Z t-Ze�2 Name -Title Signa Date Date REWRate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3225 Stanley Road 631-878-7808 2021-02-11 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_015 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-67 Oasis at Mattituck, Corp. 2021_015 3225 Stanley Rd.P.CC.blg Date:2/11/2021 Building Information Conditioned Area (sq ft) 3643 Conditioned Volume (cubic ft) 37200 Insulated Shell Area (sq ft) 6520 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features listed below will change in the field from what has been input in the analysis. DAmaro 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 [ ] I. Sealed Attic: R-39 SPF SA(1349 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location Above-Grade Walls [ ] 1. Wall: R-20 Batt+Rigid (2185 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-15.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Wall: R15,FG1,4-16 (260 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage/attic Insulation Grade: 1 II III Face / inset Comments/Location [ ] 3. Wall: R-18 SPF+Rigid (312 s.f.), Between sealed attic and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: attic gables Insulation Grade: 1 II 111 Face / inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.13 REM/Rate= Residential Energy Analysis.acid Rating Software v16.0.4' This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Energy Codeinspection Checklist - Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3225 Stanley Road 631-878-7808 2021-02-11 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_015 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-67 Oasis at Mattituck, Corp. 2021_015 3225 Stanley Rd.P.CC.blg Date: 2/11/2021 Windows and Skylights [ ] 1. Window: U:0.28, SHGC 0.31 DR (40 s.f., East), U-Value: 0.280, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: D1 Orientation: East Comments/Location [ ] 2. Window: U:0.30, SHGC:0.31 (45 s.f., East), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W2 Orientation: East Comments/Location [ ] 3. Window: U:0.28, SHGC 0.32PIC (16 s.f., East), U-Value: 0.280, SHGC: 0.320 For windows without labeled U-factors, describe features: Name: W3 Orientation: East Comments/Location [ ] 4. Window: U:0.30, SHGC:0.31 (60 s.f., West), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W5 Orientation: West Comments/Location [ ] 5. Window: U:0.28, SHGC 0.32PIC (16 s.f., East), U-Value: 0.280, SHGC: 0.320 For windows without labeled U-factors, describe features: Name: W7 Orientation: East Comments/Location [ ] 6. 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: W8 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 7 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected.Rating 3225 Stanley Road 631-878-7808 . 2021-02-11 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_015 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-67 Oasis at Mattituck, Corp. 2021_015 3225 Stanley Rd.P.CC.blg Date:2/11/2021 Windows and Skylights [ ] 7. Window: U:0.30, SHGC:0.31 (15 s.f., East), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W9 Orientation: East Comments/Location [ ] 8. Window: U:0.30, SHGC:0.31 (15 s.f., East), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W10 Orientation: East Comments/Location [ ] 9. Window: U:0.28, SHGC:0.25 (9 s.f., North), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W11 Orientation: North Comments/Location [ ] 10. Window: U:0.30, SHGC:0.31 (15 s.f., North), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W12 Orientation: North Comments/Location [ ] 11. Window: U:0.30, SHGC:0.31 (60 s.f., West), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W14 Orientation: West Comments/Location [ ] 12. Window: U:0.30, SHGC:0.30 (7 s.f., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W16 Orientation: East Comments/Location REM/Rate- Residential.Energy Analysis.and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 7 Energy Code- Inspection ,Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3225 Stanley Road 631-878-7808 2021-02-11 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_015 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-67 Oasis at Mattituck, Corp. 2021_015 3225 Stanley Rd.P.CC.big Date: 2/11/2021 Windows and Skylights [ ] 13. Window: U:0.30, SHGC:0.30 (7's.f.;East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W17 Orientation: East Comments/Location [ ] 14. Window: U:0.30, SHGC:0.30 (7 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe,features: Name: W18 Orientation: North Comments/Location Doors [ ] 1. Door: Fiberglass U-0.2.8 JD (34 s.f.), R-Value 3.6 Comments/Location [ ] 2. Door: Fiberglass U-0.17 JD (20 s.f.), R-Value 5.9 Comments/Location [ ] 3. Door: PCH BSMT(22 s.f.), R-Value 4.5 Comments/Location Frame Floors N/A Slab Floors [ ] I. Slab: R-0 Paramount (1226 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location REM/Rate-Residential.Energy Analysis and.Rating Software.v1.6.0.4, This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder; Colorado. Page 4 of 7 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3225 Stanley Road 631-878-7808 2021-02-11 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_015 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-67 Oasis at Mattituck, Corp. 2021_015 3225 Stanley Rd.P.CC.blg Date: 2/11/2021 Foundation Walls [ ] 1. Wall: R-11 Paramount (1032 s.f.), Between conditioned space and ambient/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: main Insulation Grade: I. II III Face / inset Comments/Location [ ] 2. Wall: R-11 Paramount (177 s.f.), Between conditioned space and garage/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: to garage Insulation Grade: 1 II III Face / Inset Comments/Location Rim and Band Joists [ ] 1. Joist: FF to outside(132 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: FF to outside Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Joist: FF to garage (23 s.f.), Between conditioned space,and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: FF to garage Insulation Grade: 1 II 111 Face / Inset Comments/Location [ ] 3. Joist: 2F to outside (113 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to outside Insulation Grade: 1 II III Face/ Inset Comments/Location [ ] 4. Joist: 2F to attic (23 s.f.), Between conditioned space and attic R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to attic Insulation Grade: 1 II III Face / inset Comments/Location REM/Rate'-;,Residential Energy Analysis and'Rating Software v16.6.4 This information does.not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 5 of 7 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3225 Stanley Road 631-878-7808 2021-02-11 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_015 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-67 Oasis at Mattituck, Corp. 2021_015 3225 Stanley Rd.P.CC.blg Date: 2/11/2021 Mechanical Equipment [ ] 1. Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Make and Model Number [ ] 2. Water Heating: Conventional, Propane, 0.72 EF, 50.0 Gal. Make and Model Number [ ] 3. Cooling: Air conditioner, Electric, 15.1.SEER. Make and Model Number, Mechanical Ventilation System [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Balanced, 85.0%Sensible Efficiency,48.0%Total Efficiency, 115 cfm, 24.0 hrs/day, 96.0 watts, No ECM Fan Motor. System description(make) Air Leakage Control [ ] Blower Door Test at Final [ ] House is air-sealed so as to achieve 3.00 ACH50 or less at final'blower door test. (Max CFM50 is: 1860) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage (if not exempt from testing) [ ] Duct System 1 Leakage to Outside and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 10.000 CFM @ 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 40.000 CFM @ 25 Pascals REM/Rate- Residential Energy Analysis and Rating Software v16.0.4, This information does not constitute any warranty of energy costs or savings. ©•1985-2020 NORESCO, Boulder, Colorado. Page 6 of 7 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3225 Stanley Road 631-878-7808 2021-02-11 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_015 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-67 Oasis at Mattituck, Corp. 2021_015 3225 Stanley Rd.P.CC.blg Date: 2/11/2021 Duct Leakage Code Requirements for IECC 20091ECC: Postconstruction Leakage Test: Duct Leakage to Outdoors<=8 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<=6 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage—4 CFM25 / 100 sq ft CFA. 2012 IECC and Prescriptive Path for 2015-2018 IECC: Postconstruction Leakage Test: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage <=3 CFM25 / 100 sq ft CFA. 2015-2018 IECC Performance Path (Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. Notes REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 7 of 7 LDFEB 2 2 2023 BU9LL.IINU DEPT. T vJUUiL OFSnV 91"t�(;f O CERTIFICATE OF INSULATION � f � For the following home: Lot 13 - The Fields at Mattituck; 1000-106-08-67 STREET ADDRESS 3225 Stanley Road New York 91952 CITY STATE ZIP R-VALUE THICKNESS Closed-Call Spray Polyurethane FoamRafter Bays-6 inches Attic No-Bum m Plus ThB Intuescent Attic Gable End-Walls-2 inches Rafter R-39:End-Wall-k=13 Walls Knatrf Ecobatt R-15 HD Kraft-faces 3.5 inches Basement Knauf R-11 Basement Wall Insulation (draped-batt) 3.5 inches Other: Band Joist:R-13 Closed-Call SPF&Intumescent Band Joist-2 inches The undersigned certifies that Knauf Insulation products have been installed in accordance with the manufacturer's recommended applications for these products. Hunter Insulation 591C INSTALLING COMPANY STATE LICENSE 675 Elton Street STREET ADDRESS Riverhead New York 11901 CITY STATE ZIP SIGNATURE DTE .�i��tstl-k11MItIld. ContractorTs Submittal i������0 el" Material approved for use in project. Q .�;F,j. D' ��, I<NAUF INSULATION,INC.One Knauf Drive 3225 Stanley Road,Mattituck a erjo Shelbyville, IN 46176 Approved by D'Amaro Engineering and Surveying,P.C. Technical Support au mit t L�'lrp�`: `�: (31.7}398-44:34 ext.6727 .4p t —'�. E? .. I 'pYy�2 f�a.�n�•e SZ9�` "i=`i.[!tiaft_.ai!�tli/Fc:_i:�rEafl.�3i:r' CHECKED JAN 2 3 2023 ii°' I�•ENaata£�n� `���� 01-20 `iiitrrnr�a►►►1►�� 0 2020 Knauf Insulation,Inc. DATA SHEET ` l Basement Wall Insulation = a INSULATION h ECOSV Technology gy FOR THE WORLD WE LIVE!N." DESCRIPTION Hunter Insulation Basement Wall Insulation is a fiberglass blanket laminated to CONTRACTOR: JOB: The Fields at Mattituck- Lot 13 a perforated facing that can be left exposed. It is also available June 16, 2022 unfaced for non-exposed areas such as crawl spaces. It gives you DATE: the flexibility to apply the insulation horizontally or vertically, which allows for either half-wall or full-wall. Perforated facing is recommended for the majority of basement wall applications. 1 • • • • • • The perforations in the facing allow moisture to pass through the e e e e • '� - e a material, reducing the possibility of condensation and ensuring .e- a e. - •e o e m. •o ® e- proper thermal performance. e e e e e' e' 6 e• APPLICATION e e- e e a e e e e• e e e • New construction or for retrofit in existing homes e ee• ® o e' e• SPECIFICATION COMPLIANCE D o e e • ASTM C665 • Type 11, Class A, Category I I • IECC Code for a continuous R-value with a Class A Fire e • e e o e o e . rating with no further modification e e e a a e e INDOOR AIR QUALITY • EUCEB Certified Contractor's Submittal Material approved for use in project. 3225 Stanley Road,Mattituck Approved by D'Amaro Engineering and Surveying,P.C. ,t744�.J.i R-Value Dimensions Facing 3.5"x 48"x 60' R-11 PSK Perforated(White) ;A 3.5"x 88"x 60' a v f # ra1, „i. gl-x ��.s s�3 i •� � AT Y�•I'V Property(Unit) Test Performance Corrosiveness ASTM C665 Does not accelerate corrosion of steel Thermal Value ASTM C518 R-11 Combustibility ASTM E136 Non-combustible(insulation only) Surface Burning Characteristics ASTM E84* 25/50 (flame spread/smoke developed) *The ASTM E84 standard is used solely to measure and describe properties of materials and products in response to heat and flame under controlled laboratory conditions.This numerical flame spread is not intended to reflect hazards presented by this or any other material under actual fire conditions. A Plus ThB N`O-BURN Intumescent Coating Spray Polyurethane Foam Insulation PRODUCT DESCRIPTION _ No-Burn Plus ThB is an International Building,International f Residential,and National Fire Protection Association Life r -- - Safety 101 thin film intumescent coating. When exposed to - high temperatures and flame,Plus ThB intumesces creating a char-barrier protecting treated substrates from fire. °�""" Manufactured in compliance with ISO 9001,as a certified j..-- , j intumescent coating,Plus ThB is applied to spray polyurethane foam insulation;achieving the fire V performance prescribed. ABOUT US No-Burn intumescent coatings provide the high- performance,code-compliant fire protection needed in PACKAGING/STORAGE new and existing residential and commercial construction. In the presence of extreme heat or fire,intumescent Pails: 5 gallons (19 L),58.5 lbs. coatings char and swell up to multiple times their original Drums: gallon drum (208 L),net 45 gallons (170 L) 586.5 lbs. thickness,which shields the substrate and significantly (1 Shelf Life: 12 months in unopened sealed containers, reduces its rate of combustion. properly stored Designed with the professional in mind,our simple one- Storage: 40°F (4°C) - 90°F (32°C) coat spray application achieves the code compliance you Best Practices for Safe Handling&Storage need with a water-based,low VOC emission formula, available in white and tinted coloring. PLUS ThB PRODUCT SPECIFICATIONS Code Requirement Compliance Color: White/Gray/Tinted Thermal Barrier Assembly 15 minutes:ER-305,TER 1905-03 Intumescent Color Wheel&Tinting Ignition Barrier Assembly 5t minutes:ER-305,TER 1905-03 White ` :.GfdV;_°"'y Exterior Rated Wall Intertek Design Listing: Finish: Flat Assembly BASF/F130-09 pH: 7-8 Interior Finish FS 0 SD 10,Class A Application: Best Practices for Application Vapor Retarder 5 perms,Class III Film Thickness: Reference Code and Compliance Report USDA Incidental Food ANSI/NSF 51 Food Zone Dry Time: 60-90 minutes Contact Materials Overcoat: Water-based with pH of 7-8 Safety: Plus ThB Safety Data Sheet(SDS) Contractor's Submittal Material approved for use in project. VOC Content: 18 g/L 3225 Stanley Road,Mattituck VOC Emissions: CDPH (CA Spec 01350) Compliant Approved by D'Amaro Engineering and Surveying,P.C. Code-compliant solutions. life-saving protection. No-Burn,Inc. TRADEMARKS No-Burn,No-Burn logo and Fire Wise are trademarks owned by or licensed to No-Burn,Inc. SALES INFORMATION AND ORDER PLACEMENT LIMITED WARRANTY No-Burn,Inc.warrants that the No-Burn formula will be manufactured to the same specifications and 1-800-989-8577 quality,and will perform equally to the tests performed by the independent laboratories when properly applied. Warranty TECHNICAL INFORMATION coverage is limited solely to the cost of product purchased hereunder and specifically excludes incidental expenses and 1-800-989-8577 consequential damages. The applicator warrants that the product,in its original form from the Manufacturer,will be stored, www.noburn.com mixed and/or applied as directed in the guidelines published by No-Burn,Inc.,to every reasonably accessible area that has been specified for protection. All implied warranties,from No-Burn,Inc.or the applicator are excluded. There may be situations and materials for which No-Burn will not prevent a fire from igniting or retard the progress of a fire. POLICY&PROCEDURES All sales of this product by No-Burn, Inc. are subjected to our Policy & Procedures available at https://www.noburn.com/policies-procedures/ ©2021 No-Burn,Inc. UPDATES AND CURRENT INFORMATION Revised 10-Nov-2021. The Information in this document may change without notice. Made In the USA SUBMITTAL SHEET DATA SHEET EcoBatt° Insulation V4j{j�J��1 ULATION with ECOSEO Technology "FOR THE WORLD WE LIVE IN' DESCRIPTION Hunter Insulation EcoBatt batt insulation is a cost-effective thermal and acoustical CONTRACTOR: Mpg: The Fields at Mattituck- Lot 13 barrier for energy-efficient construction. Ecobatt insulation DATE: June 16, 2022 products can be used in new and retrofit wood and metal frame applications in residential, commercial and manufactured housing structures. High Density(HD) batts are available where optimal thermal performance is required and space is limited. Staple- • • • • • • • e Free batt insulation is flangeless kraft-faced batts that friction fit between 16" on center wood studs, eliminating the need to staple. APPLICATIONS • Cavity walls, exterior and partition walls, floors, ceilings, attics, basements and crawlspaces B B B B BBB B SPECIFICATION COMPLIANCE B B BBB B B B B • ASTM C665 (facing); B B B B B B B B • Type I, Class A, (Unfaced) • Type 11, Class C, Category 1 (Kraft) • Type 111, Class A, Category 1 (FSK-25 foil) • Type 111, Class B, Category 1 (Foil) B • California Energy Commission • MEA #498-90-M • State of Minnesota INDOOR AIR QUALITY 1 • UL Environment • GREENGUARD Certified • GREENGUARD Gold Certified • Validated to be Formaldehyde-Free • EUCEB Certified Contractor's Submittal Material approved for use in project. 3225 Stanley Road,Mattituck Approved by D'Amaro Engineering and Surveying,P.C. Am D ,R �TE ��fl x6u OWN Property(Unit) Test Performance Corrosion ASTM C1617 Pass Thermal Value ASTM C518 See Forms Available chart Water Vapor Permeance ASTM E96 Kraft Faced: 1.0 perms or less; FSK-25 and Foil Faced:0.05 perms Water Vapor Sorption (by weight) ASTM C1104 Less than 5% Combustibility ASTM E136 Non-combustible(unfaced only) Mold Growth ASTM C1338 Pass Surface Burning Characteristics ASTM E84 Unfaced and flamed-rated FSK facings:25/50 (flame spread/smoke developed) Kraft facing will burn and should not be left exposed. ail Bruce Palmieri<bpalmieri444@gmail.com> Lot 13, #3225 Stanley Rd, Mattituck pics 1 message Bruce Palmieri<bpalmieri444@gmail.com> Thu,Jan 12,2023 at 11:02 AM To:Bruce Palmieri<bpalmieri444@gmail.com> 3 attachments ' k 20230111 125329jpg 3490K i 20230111_125548.jp9 3886K 20230111 125414 jpg 3640K r Bunch, Connie 1 l� 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.southo Id.ny.us> Cc: Lanza, Heather<heather.lanza@town.southoId.ny.us> Subject: Lot 25- Fields at Mattituck Good morning Connie, Our office was notified that the CO (Building Permit#46517) on Lot 25 at the"Fields at Mattituck" subdivision could not be issued due to a letter from Planning needed. When this became an issue earlier, our office coordinated a site walkthrough with Southold Town Planner Heather Lanza. At this meeting we went over setbacks, maintained vegetated buffers, etc.... It is our understanding that the manner in which these lots have been developed was considered satisfactory to the Department. I have copied Heather on this email so that she can concur. If not,we would hope that a site visit could be performed as soon as possible to confirm that Lot#25 (like all of the lots)was built in strict accordance with the approved final plat. Regards, Christopher F. Dwyer I Associate L.K. McLean Associates, P.C. 437 South Country Road Brookhaven, NY 11719 t(631) 286-8668 X2451 f(631) 286-6314 www.lkma.com I cdwyer@lkma.com ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 Bunch, Connie From: Lanza, Heather Sent: Monday, October 31, 2022 11:00 AM To: Chris Dwyer, Bunch, Connie Cc: Pat Moore Esq; Peter Bukowski; Bruce Palmieri Subject: RE: Co's for 7, 11 &26 Hi Chris, Do you have surveys showing that the clearing restrictions were followed for each lot (40% max)? We will come out for an inspection of the'lots to see that the clearing restrictions were followed. I hope they were followed on the other 14 lots! i What is the status of street trees. Are they planted?Are they in the bond? If so, that can wait. I can come out for the inspection on Wednesday afternoon, about 2:30, weather permitting. Heather From: Chris Dwyer<cdwyer@lkma.com> Sent: Monday,October 31, 2022 9:52 AM To: Bunch, Connie<Connie.Bunch@towh.southold.ny.us> Cc: Lanza, Heather<heather.lanza@town.southold.ny.us>; Pat Moore Esq<pcmoore@mooreattys.com>; Peter Bukowski<peter@modernagehomebuilding.com>; Bruce Palmieri <bpalmieri444@gmail.com> Subject:Co's for 7, 11 &26 Good morning Connie, Thanks for taking my call earlier this morning and confirming receipt of the documents submitted for Lots 7 (4525• Stanley Rd), 11 (4285 Stanley Rd)and 26 (3100 Stanley Rd). It is my understanding that there are no additional approvals needed by the Planning Department to issue CO's for the individual lots within this subdivision (filed map). I believe this condition was addressed earlier by Heather Lanza before the issuance of the other 14 CO's. I have copied Heather and the applicant's attorney, Pat Moore,who tackled this matter earlier in the process. Heather—could you confirm that this is in fact the case? Thanks in advance Regards, Christopher F. Dwyer I Associate L.K. McLean Associates, P.C. 437 South Country Road Brookhaven, NY 11719 t(631) 286-8668 X245 f(631) 286-6314 1 FOUNDATION(IST) 'FOUNDATION ( 1 INSULATIONFROM 6!1 KIM ROUGH FRAMING& PLUMBING _Y; 11;2 Jr►71 i 1 • mp STATE ENERGY CODE mil~ . L ►. �. � '' .. . . . . �Ir- Film 1'T/.111 (/.1 M P MAN 1 VA ADDITIONAL COMMENTS I 13 TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://YAvNv.southoldtownny.aov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. 4,�ql 01. Building Inspector: FEB 1 9 2021 S'Must MAW' 'h I Applications and form e �outin,their ;applications will not:lie acceptbo,. nt:"Wh6r6the'Applica 1sno0h,0'oWneirA'q—' ,,,!�w66i'i;Aidhorllzatloiiifarm(Page"2)sll�ifl be 6moliti(t., Date:February 18, 2021 :OWNER(S)OF PROPERTY: Name:Zenith Property Group LLC SUM#1000-106.00-08.00-067.000 Project Address:3225 Stanley Rd., Mattituck NY 11952 Phone#:917-62-6-29-96 -----,— �IEmail: nonu, mentalpIpp rty @y qM___ Mailing Address:3080 Route 112 Suite B Medford NY 11763 CONTACT PERSON: Name:Christopher Mailing Address:437 South Country, Road Brookhaven, NY 11719 • Phone#:631-286-8668 Email:cdw DESIGN PROFESS1ONAJll,,1NF'0' RMA' T1 O^ N:', Name:Robert A. Steele P.E. Executive Vice President, L.K. McLean Associates Mailing Address:437 South Country ,,j3p?o,,Brookhave,,,-.n ,, NY,1,1,719 Phone#:631-286-8668 Email:rsteele(cD-lkrna.corn .'CONTRACTOR INFORMATION.'- Name:Oasis at Mattituck Corp. Mailing Address: 3080 Route 112 Suite C Medford NY 11763 Phone#:631-767-4807 Email:pa#er modernagphornebuilding..q I)ESCRIPTION OF PROPOSE©tONSTRUCTION ,*New Structure ElAddition ElAlteration E]Repair E]Demolition Estimated Cost of Project: Dother Will the lot be re-graded? Ii Yes El No Will excess fill be removed from premises? RYes F-1No PROPERTY INFORMATION 's Existing use of property:Vacant Intended use of property:Sin le family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC this property? BYes ❑No IF YES, PROVIDE A COPY. IW'ChecIt Box Ater.Reading: The oww/.contractorjdesigr►professional is responsible for all drainage and storm water issues,as.prpv ded by s chapter 236 of thi awrn Chide.'APPtiCATION is FIEkBY"DE to the Building Oepartment for the Issuance of a Building Permit pursuimt 6 the building zonae Ordinam*of the Town of Southold;Suffolk,County,New York and other,applicable taws,ordinances or fiegulet' ' forthe cflnstructirm,af liuliilir gs; ,;' additions,alterations or for removal or demolition as herein described.The applicant agrees to comply wlth all applicable laws;ordinainces,building coda; houslog code and regulations and to adroit authorized inspectors on premises acid In building(s):for necessary Inspections.False*titiimentsmada,f;rel are punishable as a Class A misdemeanor pursuant to Section 71045-of the New York State Penai taw. Application Submitted By(print name):Christopher F. Dwyer BAuthorized Agent ❑Owner Signature of Applicant: f' !� Date: February 18, 2021 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Christopher F. Dwyer being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this i(5°tl y of February Zo 21 Notary Publi lVO',q�y P 1STINE W1E PROPERTY OWNER AUTHORIZATION No, orWls$CIC State.41V) (Where the applicant is not the owner) 00 , 01W16210 crr "1sslon ap5eSAu f SCew York =e John Popovitch residing at 3080 Route 112 Suite B Medford NY 11763 do hereby authorize Christopher F. Dwyer (LKMA)to apply on my behalf to e T wn o uth Building Department for approval as described herein. If Ow r' Signet re D to John Pop itch, Zenith Property Group LLC Print Owner's Name 2 �o� 0 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o '` SO�tTUrrWall Annex - 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 IV,, rogerr(cisoutholdtownny.gov — seand(@)southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 08/10/2021 Company Name: Puccio Electric Contracting Inc Name:Mark Puccio License No.: 4806-ME email: info@puccioelectriccorp.com Phone No: 631-874-2098 ❑✓ I request an email copy of Certificate of Compliance Address.: jJ ?j JOB SITE INFORMATION (All Information Required) Name: Mark Puccio b V Address: Cross Street: Phone No.: 631-874-2098 Bldg.Permit#: 45912 email: info@puccioelectriccorp.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) New Dwelling with 200A UG Service New Dwelling with 200A UG Service Check All That Apply: Is job ready for inspection?: EYES ❑NO ❑✓ Rough In ❑Final Do you need a Temp Certificate?: EYES [:]NO Issued On 08/10/2021 Temp Information: (All information required) Service Size E✓ 1 Ph ❑3 Ph Size: 200 A # Meters 1 Old Meter# 0 ❑✓ New Service ❑ Service Reconnect ❑✓ Underground ❑Overhead # Underground Laterals ❑✓ 1 ❑2 ❑H Frame❑Pole Work done on Service? ❑✓ Y ❑N Additional Information: Meters on house - Ready for Rough Inspection Meters on house - Ready for Rough Inspection PAYMENT DUE WITH APPLICATION 0� Electrical Inspection Form 2020.xlsx C� �OgufF r �02� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD. o zrY1V ^rlall Annex - 54375 Main Road - PO Box 1179 o • ;;� , � � ,a ;Dt -'" ~`. Southold, New York 11971-0959 �ap�, �,v`,'�' Telephone (631) 765-1802 - FAX (631) 765-9502 ' rogerr(absoutholdtownny.gov — seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION . ELECTRICIAN INFORMATION (All Information Required) Date: 08/10/2021 Company Name: Puccio Electric Contracting Inc Name:Mark Puccio License No.: 4806-ME email: info@puccioelectriccorp.com Phone No: 631-874-2098 ❑✓ I request an email copy of Certificate of Compliance Address.: i'► I ICA 34 ay-9z, L14 JOB SITE INFORMATION (All Information Required) Name: Mark Puccio p Address: , Cross Street: Phone No.: 631-874-2098 Bldg.Permit#: 45912 email: info@puccioelectriccorp.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) New Dwelling with 200A UG Service New Dwelling with 200A UG Service Check All'That Apply: Is job ready for inspection?: ❑✓ YES [:]NO ❑✓ Rough In ❑Final Do you need a Temp Certificate?: ❑✓ YES ❑NO Issued On 08/10/2021 Temp Information: (All information required) Service Size ❑✓ 1 Ph ❑3 Ph Size: 200 A # Meters 1 Old Meter# 0 ❑✓ New Service ❑ Service Reconnect ❑i/ Underground [:]Overhead # Underground Laterals [El ❑2 ❑H Frame ❑Pole Work done on Service? Ely ❑N Additional Information: Meters on house - Ready for Rough Inspection Meters on house - Ready for Rough Inspection PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx 'ia Q PERMIT# Addre s: SwitcheS Outlets GFI's Surface Sconces 1 H H's UC Lts Fans Fridge HW Exhaust'`. � 1 Oven Dryer �vv S okes ` DW Service � Vj-c Carbon Micro I Generator Combo HIS Cooktop Transfer AC AH I Mini .�� Special: '211 A� Comments !i'�' "C Pnecio ElecU ie Ele_cidad Permit N 21 Frowein Rd.Center Moriches,NY 11934 / Ofce:631-874-2098 Fax: 631-874-7086 Loth Llcensed Electrician ww'.v.auccioelectriccoro.com Job Name&Address: n�Lights Pool/Spa / Hi-Hats Pool-Light Goa Outlets Switch(es) QFloureseent Lights Pump Smoke Detectors Outlets Switches GFI's _Smoke/C0 Combos Timer GFI's Breaker(s) Ceiling Fans Sub-Panel Ezhaust Fans Banding Fan Speed Controls Washer _Dryer GA ELECTRIC) Stove GA ELECTRIC) Fireplace. (0 ELECTRIC) Septic.Line AIC Unit Dish Washer l� Outside Lights f� Dual Function Breakers GFI Breaker(s) _Arc-Fault Breaker(s) Panel QO AMP —Total Breakers 5 Breakers Used �_ Heat Detector LKARA L. K. McLEAN ASSOCIATES, P.C. FEB 2 2 2023 LETTER OF TRANSMITTAL CONSULTING ENGINEERS UILDI�lG®EPT DATE-7--o02/22/23 PRO1 NO.: 20099.000 437 SOUTH COUNTRY ROAD TQdUILU SOUTFI . ATT' To Whom It May Concern BROOKHAVEN, NEW YORK 11719 RE: Fields @ Mattituck Lot 13 TO: Town of Southold Building Department 54375 Main Road Final CO Submission PO Box 1179 Southold,NY 11971 We are sending you 7X] Attached F-1 Under separate cover via the following items: Shop Drawings Prints Plans Samples Specifications Copy of Letter Change Order Other: Copies Date No.Sheets Description 1 02/15/23 4 Energy certificates(2012 combustion safety form&HERS certificate) 1 02/15/23 1 Solder Certification 1 02/15/23 1 Final Signed and sealed survey 1 02/15/23 1 Final SCDHS green stamp approval 1 02/15/23 4 insulation Certificate 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) SURVEY OF PROPERTY ON THE SUFFOLK LQUHTY VAT£R gNFNRITY DANIEL R1ff HARIA 7 SUBDIVISION MAP OF BRlSOTTI 30' THE FIELDS AT MATTITUCK -�— LOT 13 7- 7-- --. _ -_ -- -- _ FILED MARCH 31,2006 AS MAP NO. 11370 NON DISTURBANCE NATURAL VEGETATION SITUATE AT RETENTION BUFFER I MATTITUCK -- - - - - - - - - - - - - -- - —� TOWN OFSOUTHOLD u% \ o SUFFOLK COUNTY,NEW YORK N \ ti AREA OF PARCEL = 51,437± SQ.FT. OR 1.181± ACRES WOODED \ ' \. NOTES 1. MEASUREMENTS ARE INACCORDANCE WITH U.S.STANDARDS. \ 2. BEARINGS AND DISTANCES AS SHOWN ON THE FIELDS AT MATTITUCK,FILED MARCH 31,2006 AT THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO.11370. \ 3. ELEVATIONS REFERENCE NAVD 1988. \ I 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 -VACANT- 3 27 EDUCATIONLAW. 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND �; >• `(� SURVEYORS EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. N / �•� 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE In NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS / y SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND ' TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO 50 ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. ' 7, UNDERGROUND UTILITIES SHOWN ON THIS SURVEY ARE FROM UTILITY MARKOUT LOCATED ON / THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZEAND TYPE BYTHE RESPECTIVE UTILITY COMPANIES. B. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. / 9. THE SURVEY CLOSES MATHEMATICALLY. ___.00' L-p pp 00- RIH=49.97 / BOTT.=45,8 (EE 910 7 STANLEY ROAD Pis' AVEHENi X 48.8 (PRX 46.8 �a . ASPHALT PX503 ---�[ /�DA50, �IDE) a O U P�sT X 452 SIGNATURE FIVE LOAN TRUST t l \ X44.5 OF N f t' S ,y'p� LEGEND Q •............. ELECTRIC MANHOLE D """""•••• CABLE TV BOX le, 0528 �Q� 02/12/21 T.L.S. Addedproperty comer monuments set T.L.S. •••••••••• LOT NUMBERS 05 DATE BY DESCF"nON APPROV. BY •'•• 7 ••••••••• BUFFER AREA � CERTIFIED TO: F�CAND S REVISIONS — ..... .•••••.•• UNDERGROUND TELEPHONE 1.ZENITH PROPERTY GROUP LLC Town of Southold T— 2.FIRST INTERNATIONAL TITLEAGENCY Suffolk County, New York QD """""""DRAINAGE MANHOLE W Stanley Road JU Z Mattituck, New York • CATCH BASIN I SUFFOLK COUNTY REAL PROPERTY TAX MAP —E—..............UNDERGROUND ELECTRIC J i I hereby certify that this map was made from an actual survey Survey of Property DISTRICT 1000 —W—..............UNDERGROUND WATER completed by me on 05/13/2009 and updated 12122/2020. L. K. MCLEAN ASSOCIATES, P.C. SECTION 106.00 BLOCK 08.00 ..............CONCRETE MONUMENT ` a ✓ CONSULTING ENGINEERS O LAND SURVjSheetNo. LOT 067.000 S Gti, 437 SO. COUNTRY ROAD, BROOKHAVEN, NE TAMARA L. STILLMAN,P.L.S. S.�ayca B, KG/JL goo,. 1-= 40' NYSPLS No. 50528 nra. By. GLB Date: 1270912020 L1199.000 Fields 9 Mattituck Engr 8 Surve \Survey Dept\Drawings\20099.000 lot 13.dwg 612912011 4,17 PM Tamara Stillman Approved By, TLS Flea No. 20099.000 i It 1 I PROPOSED BUILDING 0 PROPOSED ASPHALT DRIVEWAY SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A 215,1 / --(UD-.---(UD-.- ED PROPOScomouR 'LIST G J J -11'0 -DDSRNGCOW" SINGLE FAMILY RESIDENCE ONLY L� I I � SI PROPOSED sErrx TANK 1250 Gallons RE FNEvO.�E d;^Tu s=�vArFR _ PROPOSED sANGARr LLcmNG POOL 8'x 12'ED ' ,I N ��'�/ /Z I PROPOSED FUTURE EXPANSLN SANITARY LE1a+wc POOL \` //- PROPOSED %� DATE 1/24/21., -F. N O. R-21-0045 \ N IP PROPOSED e•IDS ROOF DRAINAGE PIPE OM I '' PROPS 8Y DRAWDE STRUCTURE SOLID COVER zoo M (ER SERVICE APPROVED WELL I nCa PROPOSED PROPOSED uo ELECTRIC SERVICE c �� SERVICE ELECTR r \' `'� E•UNDERGROUNDWATER FOR MAXIMUM OF 4 BEDROOMS EX UNDERGROUND TELEPHONE EXPIRES THREE YEARS FROM DATE OF APPROVAL DEPTH EXISTING \ I f I 1 GRADE 0.0':::•:}:::•:•: 48' DARK BROWN LOAM 0.5' 475' BROWN AND PALE cRAr sTLr SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 20•x /A _ INGROUNUND I p % (� \\POOL BROWN CLAYEY SAND 40• c G+P 'KWd Drno (a A9 W/ MEDIUM SIWO WITH GRAVEL IN .�r y - pl 45 Fi _701MIN 2 STY. 4 BEDROPALE TO BROWN FlNE TO OM-- 4s !J \ LAYERS D p g. e_ $_ RESIDENCE. 1 -r < pl MI UNFINISHED / /I I � •Ss BASEMENT \ / 1 31' L Ja �s1 x - MIN. LP 3 N. F.F.=47.8 I / Z I to.F' II e ` I v Z :.fs :�X'\ TEST HOLE BY MCDONALD GEOSCIENCE I O MIN., \ 2 I DECEMBER 23, 2020 1.1=�cr�HIC; I (NO WATER ENCOUNTERED) ""E1 J�GARAGE t a J it HIGHEST EXPECTED GROUNDWATER ® EL 0.50" 1 3 / F.F.=45.8 / -4 1 �p 0 IN. ! 1 r ;� / TEST HOLE4 / N.TS. IoI EX WATER / /, / /` \ o �� z STOWRESDELiCE PROJECT ' LOCATION i METER `°°M - (RESIDENTIAL) 1 a6 PROP.WATER i 1 \ �. RSERMVICE RESIDENTIAL 9: IIID-109-0e-097 nL EA AR1.181 ACRES f' 5c: 1.1 THERE ARE NO KNOWN WELLS(DEEP OR SHALLOW)WITHIN 150.OF PROPOSED SANITARY r/ • " 2 THERE ARE NO KNOW,5IDRM DRAINS WITHIN 20'OF PROPOSED CESSPOOLS. 3.� ,HERE IS A WATER MAIN AVAIABLE ON STANLEY ROAD. LOCATION MAP \1J r J 11 /l 4.� PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 BEDROOMS, SCALE: 1'= 1.000' Il / SI IVEY NOTES, 1. MEASUREMENTS ARE IN ACCORDANCE WITH US STANDARDS. 2 I BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM.LONG ISLAND ZONE S ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988. / f / 4. TOPOGRAPHICAL SURVEYOBTAINED FROM 2014 USGS CMGP LIDAR.POST SANDY FROM THE NATIONAL.OCEANIC AND ATMOS ADMINISTRATION PROPERLY SURVEY PERFORMED BY LK.ANEW ASSOCIATES,P.C.ON 5-13-2009 A UPDATED S 8j 473��`/^ / ON 11-zs-2o / I / 1 &f�q V°"gB1 , —X2250`-/_ SITE PLAN I SCALE-- I'm ao' _J ` 1 EXCAVATION INSPECTION REQUIRED DATE BY DESCwPTION APPROV. BY REVISIONS { FOR SANITARY SYSTEM TOWN OF SOUTHOLD i SUFFOLK COUNTY, NY BY HEALTH DEPARTMENT THE FIELDS AT MATTITUCK c `EOfNF y<: LOT 13 PROPOSED SANITARY PLAN } L K. McL-EAN ASSOCIATES, P.C. �•`� ,K c nnP,w o,K rct e o .o.o .'° % I. '/;• .C1/' C016{0.TOIO EI"mm 40 SOUTH fLll m 0-IRDOOMYDL Kv 19 SrM '<, DaYpn.d BE= MF/CFD swtx AS NOTED ` f, eat w A,arucq rl[ D[ orO.O By MF Date DEC. 2020 SA.(1 ®�n[rui o®a a na a tK I Aoaena Br. RAS Foe NP. 20099.000 II STOPPER OR END PLUG LOCKING CASTING TO GRADE FINISHED F.F. ELEV.-47.80' (EL.46.30) GRADE CONCRETE COVER -_ 10'x 15'OUAZTTE • GRAD ENCLOSURE WITH COVER GRA o IN LANDSCAPE AREA 5' 20. ,'MIN. 2'M SEE A MIN. 2�' EXISTING GRADE I 4'16 AX. CONCRETE CHIMNEY SOR `PVC PIPE PITCHED „ 11 MIN. 1 4'PER V SDR 3542 4'00L PVC PIPE PITCHED ' 6• 6' ___ MIN. 1/8'PER 1' INVERT(IN) -- 25' ELEV.43.15' T CAST IRON PIPE SHALL 1 BAFFLE 1� EXTEND THROUGH WALL FOUNDATION WALL A MIN. INVERT(IN) 8• INVERT(OUT) I OF 2'. ELEV.42.15' T ELEV.41.65' INVERT(IN) i{ 1 ELEV.40.95' (EFF.DEPTH) 6OPTEE PVCDRSUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES L 4'MIN. 8'0 1.250 GALLON SEPTIC TANK W/DOME `I l--r-,oma-I 12'-0' sEcnoN sn SIM emy e0tt PIM Vs 74L WAMMM 3.0' I !ltllfy Mi7L CD ILLVt� I. m Asn AIE CLAS 300 OR MR 3.0'. 2 Lan RCM FOR AASRm at 1B 2D-4•HOiM NOTESIY RETO�R 4CfuD BY LOW 9mOlL4R CSTORD ED 1.CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. ® 28 DAYS. 2.ALL FRAMES & COVERS SHALL BE, WATERTIGHT, INSECT-PROOF AND I I u LOCKABLE I 24 0 WATER TIGHT HEAVY DUTY FRAME & COVER BOTTOM OF POOL 3.CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT I 1 - w MIN.PENETRATIONINTO ELEV.21.26' A:VIRGIN.STRATA OF,SAND EXCEED TWO FEET IN HEIGHT. (TYP.) - GRAVEL 4.UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. R IS THE — — _ — — — — —— — — — CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL AS OTHER UTILITIES THAT MAY N07 BE SHOWN ON THE PLANS. oo rwo r.v Oxssi�cx nmm ac[a o0n sicat ava OW[ M UIx'�V[ML\ 5.BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL BACKFILL ANTERIAL COMPACTOR AT 6' LIFTS. 3'uIN.ABOVE H HEST CLEAN SAND AND EXPECTED C ZOUNMATER GRAVEL 6.CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY DISTURBED AREAS. TYPICAL LEACHING POOL ffi 7.ALL UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH •sx a a ac rcx CLEAN FILL MIN. 3' AROUND AND BELOW SANITARY STRUCTURES. •OMm6p •amu•o�rt wrw •w 4m TYPICAL CLEANOUT DETAIL KITS ._ HIGHEST EXPECTED WATER gA)LtO.50'___ 1! ` I LOT 13 SANITARY PROFILE N.T.S. I DATE BY DESCRIPTION APPROV. BY REV ONS TOWNOFSOUTHOLD SUFFOLK COUNTY NY THE FIELDS AT MATTITUCK ,IT acy': y0 LOT 13 SANITARY DETAILS L K. McLEAN ASSOCIATES, P.C. moi. CDNVAnc Emma LS 4"SM"Tnmmm m RADwuv%AE'.Tam,171. 7^ 1671 rK mmol r ar T.m ar xa.a�iato •,) '��'/ sne.t No. oesy+ua er• MF/CFD scce: AS NOTED rw�aa•+n.o.mmoa�n r uao Tx<oxo o•u®womn .,�''. f .mox.1 m ma,•0°°!it r°xo , C, Drom BY: MF Dae: DEC. 2020 S A Z .. i M—M—m 3lff1P0 a rK Approwe Br. RAS Fu.N0. 20099.000 SURVEY OF PROPERTY s GI (1 ON THE SUBDMSION MAP OF \ THE FIELDS AT MATTITUCK \ ' LOT 13 \ FILED MARCH 31, 2006 AS MAP NO. 11370 \ � l \ SITUATE AT \ MATTITUCK \ I TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK SUFFOLK COUNTY WATER AUTHORITY - N/F r }n OF PARCEL = 51 ,437± SQ.FT. OR 1.181f ACRES DANIEL V AND MARIA TZ_AEA z NOTES 30' \ S 22'00'50 E / 1. MEASUREMENTS ARE INACCORDANCE WITH U.S.STANDARDS. -- ---1-- _ 308,08'/ LEGEND .""•""'..' ELECTRIC MANHOLE 2 THE SUFFOLK COUNTY CLERICS OFFICE AS MAP NO.11370. AT7ITUC ICED MARCH OO6AT BEARINGS AND DISTANCES AS SHOWN ON"THE FIELDS AT M K'F 31 2 ��p o '""""""' CABLE TV BOX 3. ELEVATIONS REFERENCE NAVD 1988. -� •\ .............. LOT NUMBERS UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND '\ 2 ' I / DBUFFER AREA 4. SURVEYORS SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION Z OF THE NEW YORK STATE NON DISTURBANCE.NATURAL VEGETATION .............. EDUCATION LAW. • _ __ _ _ _ _ __ \ TION — —••••••••••••• UNDERGROUND TELEPHONE 5 - RETENTION Bl/FFER T � ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND r t 150.00 /n Q .............'DRAINAGE MANHOLE SURVEYORS EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. tit • Q 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN N / •""""""'CATCH BASIN /0 ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE /-4) —E—••••••••••• ••UNDERGROUND ELECTRIC 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 —W—.........••.••UNDERGROUND WATER THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO y/ ■ ••••..•••••.••CONCRETE MONUMENT ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. - x48.5 ••..•..•••••••SPOT ELEVATION 7, UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON TC TOP CURB THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL '""""""' UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE \ T.F,EL.•......•.•••••TDP FOUNDATION ELEVATION RESPECTIVE UTILITY COMPANIES. t e4.71 CONOC. POOSTS 4 7 ch \ O •••••••••...• DECIDUOUS TREE 8. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. t \ P7 9. THE SURVEY CLOSES MATHEMATICALLY. Nb 237' r 17.0, 4! / FOUNDA TION 73' 3 14 1f f 37 N b a �f►I lU 0 9.1 0 0. 271 / b I` d 1 ?l�1y1�, ' N oN do o /�81 80, (;:Z> fes,+. \ 1 �� Z /g3'Sri i Ri N 9.1' Ri X84, ti MAY 2 0 2021 t I NEW? ' • - t '�__ / , �tiPP�p L. S Tile��,� 'R=300 L=200,00' _ � / Oo / RIM=49.87 L`\. . BOTT:'45.8 CONCRETE CURBS r - 48.5 =48,74 46.4 _ r �• • j- DESCRIPTION APPROV. BY DATE BY STANLEY PosT REVISIONS 49.8 X 48.8 X46.8 ROAD 44.7 .� *, .•S_ O� pSpNpLT PpyEHENT (PRIVATE ROAD 50' X503 , * Town of Southold X 452 vrDE� Poo � '•:s� .—r T �� ••\•;�;n C50528 ` � Suffolk County, New York f •� �'� �C (%5 Stanley Road N/F r`r J7 ``��,'/4 A NQ SIGNATURE FIVE LOAN TRUST Mattltuck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP \ / I hereby certify that this map was made from an actual survey Survey of Property DISTRICT 1000 completed by me on 05/12/2021. L. K. McLEAN ASSOCIATES, P.C. SECTION 106.00 CONSULTING ENGINEERS & LAND SURVEYORS BLOCK 08.00437 �Q 437 S0. COUNTRY ROAD, BROO-- 40' N, NEW YORK LOT 067.000 TAMARA L. STILLMAN,P.L.S. surveyed By. KG/JL Scale: 1•= 40' Sheet No. Drawn By. DM Date: 05/14/2021 Il ll NYSPLS No. 50528 ll Pi\20099.000 Fields 2 Mattituck£ngr 8 Survey\Survey Dept\Drawings\LOT 13\20099.000 lot 13 As-BuItt Found..dwg 6/29/2011 4117 PM Tamara Stillman J Approved By. TLS He No. 20099.000 ` SURVEY OF PROPERTY LEGEND ON THE \ O ELECTRIC MANHOLE SUBDIVISION MAP OF WATER VALVE THE FIELDS AT MATTITUCK \ � ® WATER METER LOT 13 `: ©� DRYWELLLE V BOX FILED MARCH 31, 2006 AS MAP NO. 11370 'CATCH BASIN SITUATE AT \ �,p —T— UNDERGROUND TELEPHONE , MATTITUCK OT TELEPHONE MANHOLE —E— ' ' 'UNDERGROUND ELECTRIC ; TOWN OF SOUTHOLD / \ . / —W— UNDERGROUND WATER SUFFOLK COUNTY,NEW YORK \' N ■ - CONCRETE MONUMENT O PIN W/CRP SET AREA OF PARCEL = 51 ,437± SQ.FT. OR 1 .181± ACRES o�yNOTES S Q /v \ i. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. AS—BUILT SANITARY Z, BEARINGS AND DISTANCES AS SHOWN ON"THE FIELDS ATMATTITUCK,FILED MARCH 31,2006AT h \ DISTANCES FROM CORNERS OF BUILDING HE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO.11370. A B 3, ELEVATIONS REFERENCE NA VD 1968. �Z ST 36' 37' CENTER OF COVER LP 44' 44' CENTER OF COVER 4. UNAUTHORIZED ALTERATION OR ADDITION TOA SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL ISA VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE EDUCATION LAW. 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. / fDW� \ ✓ Z 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT HIS SURVEY WAS PREPARED IN P y ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS / �. L�G .,- SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO a THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND I � � ,s (E�..� _�_� D / ' �� •O TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ,9r ELECT�tIC SE iCE '9 i ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. G C P y ` '6 pEL� F'F,O i �o:�.� 7 THEDERGROUND UTILITIES SHOWN ON THIS SURVEY ARE FROM UTILITY GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALLOUT ON 0 \DW/ `\ �p 9' UNDERRESPEGROUND UTILITY UTILITIES COMPANIES. BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE r Sr �y� y� epSt 6�. M� �^ ?;s.� , �?•? f F _ 6. RIGHTS-OF-WAYNOT SHOWN ARE NOT CERTIFIED. 9. THE SURVEY CLOSES MATHEMATICALLY. S. p,G�0 _ _ \ fo / GfR / ` SUFFOLK COUNTY REAL PROPERTY TAX MAP G \,—/ / DISTRICT 1000 J n \\ SECTION 106.00 —4- A �J \ BLOCK 08.00 3 _ o LOT 067.000 \ FES 2 2 2Q2 C �y' ti BUILL7INUUEPT 0 . . " IGWNOFSOM THOLD ti❑\ - /81 G� N,F LOAN TRUST SIGNp1u PU81CLWp1LR SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR 7/11/22 MF AS PER COMMENTS DATED 7/9/22I J_ CFO c - ASINGLE FAMILY RESIDENCE DATE BY DESCRIPTION APPROV. BY 0 1 o N❑ REVISIONS 01 0 SITE PLAN Date 7/20/22 H.S. Ret No. R-21-0046 _ TOWN OF SOUTHOLD N SCALE: 1"= 40' SUFFOLK COUNTY NY The sewage disposal and water supply facilities at this location have been a inspected and/or certified by this Depariment or other agencies and found THE FIELDS AT MATTITUCK o to be satisfactory FORA MAXIMUM OF 4 BEDROOMS. ; ,��., �. �P�EO`rslly" LOT 13 SANITARY AS—BUILT I ------ -------- - N CRAIG KNEPPER, RE,CIIIEF N— Office of Wastewater Management L. K. McLEAN ASSOCIATES, P.C. 0 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BRO°KNAVEN,NEW TORR 11719 rcm,m"er.io srmraos.oars m u '° Designed By: MF/CFD sr°Ie: AS NOTED Sh- No. o NEW r,�` �.< <+ asosza hyo °"'""°°"semn °"� "' £D(A�S Dr°wn By: MF Date: JUNE 2022 S A 3 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Approved By: RGD Ho No. 20099.000 SURVEY OF PROPERTY QS.0 VA VELL SITE ON TIIE \\\ SUBDMSION MAP OF \ THE FIELDS AT MATTITUCK \ ' LOT 13 \ FILED MARCH 31,2006 AS MAP NO. 11370 \ SITUATE AT \ MATTITUCK \ I TOWN OF SOUTHOLD \z / SUFFOLK COUNTY,NEW YORK \o / N/F SUFFOLK COUNTY WATER AUTHORITY N/F AREA OF PARCEL = 51,437± SQ.FT. OR 1.181± ACRES z / DANIEL V AND MARIA T \ BRISOTTI c NOTES S I�2-00,50- E 3 A� 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. --' \ • r l �� �� 2 TTITUC ILEO MARCH 006 AT •" ELECTRIC MANHOLE THE SUFFOLK COUNTY CLERICS MAP NO.11370 LEGEND BEARINGS AND DISTANCES AS SHOWN ON THE FIELDS AT MA K'F 31 2 I / .. ...... EAS ••'•.....••... CABLE TV BOX 3. ELEVATIONS REFERENCE NAVD 1988. '"""•'••'•' LOT NUMBERS UNAUTHORIZED ALTERATION OR ADDITION TOA SURVEY MAP BEARING A LICENSED LAND ...•..•...•. BUFFER AREA 4 ISA VIOLATION OF SECTION 72 SUBDIVISION F THE NEW YORK STATE 2 I � SURVEYOR'S SEAL 09 S H 2 O NON DISTURBANCE.NATURAL VEGETATION . EDUCATIONLAW. m RETENTION BUFFER —T—.•....•..•.... UNDERGROUND TELEPHONE 5 ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND V11 n QD """""""DRAINAGE MANHOLE SURVEYORS EMBOSSED'OR'INKED'SEALSHALLBECONSIDEREDTOBEVALIDTRUECOPIES. 1 N \ i Q 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN „• —E—••••••••••.•••UNDERGROUND ELECTRIC NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS fid° \ I / SHALLRUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO \ \OCK PATIO —W—••••••••••••••UNDERGROUND WATER ED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TTRANSFERAABLE TO � BL 1 / ■ ••••.•......•.CONCRETE MONUMENT ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 1 39.7' i o x48.5 •• SPOT ELEVATION 7, UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON / THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL IN-GROUND SVINMIy6 POOL '�iS� ./ TC .•..••...•..•.TOP CURB UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE \ T.F.EL.••••••.•.•.•••TOP FOUNDATION ELEVATION RESPECTIVE UTILITY COMPANIES. VDe BLOCK PATIO BLDC STagp \ ••..••.•••••••DECIDUOUS TREE 8. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. 1 S53-- 53'' v JN 27 1 \ 9. THE SURVEY CLOSES MATHEMATICALLY. lal i i PROP. COVG CELLgp \ TAW 16 EL.51.3 EM u� 2 STORY FRAME 84.9' \' a NOTE.ALL BURIED UTB.ITIES(WATER,ELECTRIGTELEPHONEAND GAS)SHOWN ON THIS SURVEYARE BASED UPON 14 vat ® FIOI/SE b GARAGEAS-BUILTINFORMATION PROVIDED BY THE OWNEPIDEVELOPER OR THEIR DULYAUTHORRED REPRESENTATIVES ECSC VELL N `g (INSTALLER)MEASUREMENTS WIG ?Ay ' RDS OVER DELI R V, � TOi yS'V —83.3 Ir'' B3T\S '� v 1 Q B�.�LP.i m � g /O• •I FEB 2 2 2023 13U9WINGOEPT L. Si, TOlf NOF'30W OLD R=300.00' ® RIM 49.97 p I L I� BOTT.=458 CONCRETE CURB BLOCK gppON •OQ� { ,` 8' E t 48.5 - 46.4 0 7 f DATE BY DSSCRTPTION JAPPROV. BY STANLEY RpAD 44'7 4�98REVISIONS 49.8 X 48.8 X 46.8 = � / O psPHALT PAVEMENT (PRIVATE RO PO0 0 `-6 050528 Town of Southold AD 50' WIDE) `X503 xas2 `r Suffolk County, New York N/F •� _ ��`��Q���pS\�`�� 3225 Stanley Road -` SIGNATURE FIVE LOAN TRUST Mattituck, New York \r SUFFOLK COUNTY REAL PROPERTY TAX MAP \ i I hereby certify that this map was made from an actual survey Final Survey DISTRICT 1000 completed by me on 01/14/2023. L. K. MCLEAN ASSOCIATES, P.C. SECTION 106.00 CONSULTING ENGINEERS & LAND SURVEYORS BLOCK 08.00 Z / a�Q 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK \V/ LOT 067.000 3 surveyed By. JL/JPL sheet No. TAMARA L. STILLMAN,P.L.S. Scale: 1'= 40' nra.r By. GLB Date: January 19, 2023 Il Q ¢ NYSPLS No. 50528 ll SAShared Wlth Me\Projects\20099.000 Flelds P Mattltuck Engr 8 Survey\Survey Dept\Drawings\LOT 13\20099.000 lot 13 Flnal ABdwg 1/23/2023 1042 PM Glenn Brewster J Approved By. TLS He No. 20099.000 § 2113 Kidd 1) SITE PLAN DATA : .. ..... - H 1� .... ZENITH PROPERTY GROUP LLC 0 VIP 2 g - SL3225 STANLEY RD., MATTITUCK NY 11952 14 ...................... TRU�f N LOAN jv� OPED 1000-106.00-08.00-067.000 .mu W TU D�VF-i Q, Ic \,IATER SITE AREA: 51 ,437 SF /1 .181 ACRES TO B rR 2, pUBL v LIMITS OF GRADING: 27,660 SF /0.6,35 ACRES ...... . ....... 51 NO WELLS LOCATED WITHIN 100' -7 7 LIMIT OF GRADING N, 13 A 4. Mattif6tk Hills 45 m C-49 r- bi Z SEDIMENT ON SITE -41 SILT FENCING -.5 I'1 48 ell 0 t 47 5 ---------------- G3 :N, 86 ............. 14x Win A 0 [if SOIL STOC q� ILE PROJECT I AREA 50CY S A LOCATION p _j \Z..ENTRANCE-FOUNDATION STONE BLEND OR N.Y. OF COMPACTED 3/4 STATE D.O.T.APPROVED RCA FILLTO 1W -� ,51\ LI yCC) r ,a.lABOVE EXISTING GRADE FOR uj g Iota 1Vk. '20"X40'/� < PLAN VIEW 2 4�. (0 77' . .... P: z DW3 *% POOL INGIRO0,NDry IIT _- " I \ -I\ - _ � / / / ' 1 `,\ •' R 0 A D 3/4-STONE BLEND OR KY.STATE D.O.T.APPROVED RCA'=---�=DNSTRUCr*N ENTP*410E-FOUNDATION Of COMPACTED LO CATION MAP Fp—.Zl IF FILL 7018-(kiln.)ABOVE DMING MADE FOR DRAINAGE. WASWW SLT FIENCI is= 1 ,000, AREA As LDELAIFj SCALE: 1 _j CROSS SECTION uj tj 2.,S TY Om - ------ 4 BEbR0 FE TEMPORARY CONSTRUCTION ENTRANCE SCALE; NTS ou in RESIDENCE 0 W X V/ UNFINISHED 7 BASEMENT 8" THICK REINFORCED r N -F.F. CONCRETE COVER LP �-§T-,\ F.F.=0.8 CONCRETE SLAB 0 BELOW GRADE --ROOF LEADER PROPOSED--- ----- - D.E SURFACE AS PER SITE PLAN TRANSITION C t= X E E 00*01 CAST IRON CLEANOUT "T" A CONSTRUCTION ENTRANCE BRANCH WITH BRASS OR PERSPECTIVE VIEW 00 0" BRONZE THREADED PLUG tzi F.F.=45. ST 8, TO— GARAGE/, Q I i711 RECAST CONCRETE 4" CAST IRON PIPE 36" MINIMUM 2 x 2 FENCE PO V CHIMNEY L 11% MIN. PITCH. GRADE - -= ' b � � ,: ., ��, � ��''t '1/;I// fl � i I /'/ , ' // •/ � �^' I, - , I WOVEN WIRE FENCE 7 I( Q VIII13 IN Ill co 15�1 E�q (6 x 6 - 10 10 VWF)-� 2 (A) z —w— 0 W— IM1111 FILTER CLOTH PROPOSED SILT LOWER 8" ADS DRAINAGE PIPE 0 CN FENCE AT ENTRANCE 6" ADS DRAINAGE PIPE FOR 0 1212®® THAN GARAGE < TRENCH DRAIN ONLY. Lu 0 m m rf�j E�] 8" ADS SLOP,E, TO (DRAIN 2 EMBED FILTER CLOTH n SLOPE 0 1% MIN. 6" INTO GROUND --46'-PROP. SILT FENCE tx z 10.x AS DETAIL (TYP. ®1203 ® ROOF LEADER DOWNFALL DETAIL NOTE: Q) Of C3 CA N.T.S. MAXIMUM DRAINAGE AREA IL E 1/2 ACRE / 1100 LINEAR FEE (A C-- bc ry,tri< 1212 SECTION DETAIL 0 C 3N um It, SILT FENCE DETAILS SCALF CLEAN SAND & GRAVEL FILL. I GROUND Alp. WATER 2'-0" M4 8'-0" Diameter CLEAN SAND & 2'-0" Mir, GRAVEL FILL. E 0 -41 - , ! -- U) , TYPICAL SECTION 0 LEACHING POOL (DW) y "b SOOW.NTS 0 CY) 100 8.j°,¢�,3` � _" _ ,,// "_ ,�/ ;, ( �, �) / 4 I 1 _ 4/ 4- fzLle '94 1-/, SITE PLAN 4-1 IcREAT£iRViFA ED RUST SCALE: 1"= 20' 0 404 00 0 4' 0 0 20 40) Feet DEPTH 3- EXISTING GRADE *..7777. 48' DARK BROWN LOAM 0+5' 47.5' LEGEND: STORMWATER DRAINAGE NOTES: BROWN AND PALE GRAY SILT (TYP. PROPOSED BUILDING CALCULATIONS: 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED 4* 44' O O O AS A MINIMUM. PROPOSED ASPHALT DRIVEWAY REQUIRED DRAINAGE CALCULATIONS: 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES y V— (2- RAIN EVENT) SHOWN, THE CONTRACTOR SHALL COMPLY WITH ALL ADDITIONAL MEASURES DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE BROWN CLAYEY SAND U > 0--,SAND BAG IMPERVIOUS (ASPHALT) - 2.100 SF COURSE OF THE CONSTRUCTION. PROPERTY LINE C=(1.400 X 1)= 1,400 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLAINS SHALL BE < IMPERMEABLE DATE BY DESCRIPTION APPROV. BY pI 1,400 X 2"/12" (RAINFAW= 233.33 C INSTALLED PRIOR TO DISTURBING ANY SOIL OR MILLING OF ASPHALTO C: PROPOSED CONTOUR PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS 40' IMPERMEABLE 11 IMPERVIOUS (ROOF) = 2,020 SIF WITHIN THIS CONTRACT OR AS DIRECTED BY THE ENGINEER. THE A A REVISIONS 11.0 - EXISTING CONTOUR C=(2.020 X 1)= 2,020 CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND REMOVE COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY THE 2,020 X 2-/12- (RAINFALL)= 336.67 CF ENGINEER. COLLECTED MATERIAL SHALL BE DISPOSED OF PROPERLY TO AN TOWN OF SOUTHOLD ,/`6+l6 SECTION IF 1 '� PROPOSED SEPTIC TANK OFF-SITE LOCATION AS DIRECTED BY THE ENGINEER. A-A PROPOSED DRAINAGE CALCULATIONS: 4, NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL PALE TO BROWN FINE TO / A OR FLATTER SUFFOLK COUNTY, NY PROPOSED SANITARY LEACHING POOL SEDIMENT CONTROL MEASURES DEPICTED ARE IN PLACE, AND APPROVED MEDIUM SAND WITH GRAVEL INO SIDE SLOPE ASPHALT DRIVEWAY (DY = = = 0 E BY THE ENGINEER. LAYERS 233.33 CIF REQUIRED ELAR 0 FE THE FIELDS AT MATTITUCK PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL 8'0 DRYWELL= 233,33 CE/42,25 CF/VF= 5.5 VF 5. STABILIZED CONSTRUCTION ENTRANCE SHALL REMAIN FOR THE DURATION PROVIDE: (1)80 LEACHING STRUCTURES 03' DEPTH OF THE SITE WORK UPON COMPLETION OF WORK IN SEQUENCE. PROPOSED SANITARY PIPE EOE (DW2 & DW3) CONCRETE WASHOUT DETAIL 0— PROPOSED 8" ADS ROOF DRAINAGE PIPE 333.33 CIF REQUIRED 17 31' N.T.S. NEW LOT 13 STORMWATER 8'0 DRYWELL- 336.67 CE/42,25 CF/VF- 7.97 VF Q) PROVIDE: (2)80 LEACHING STRUCTURES 03' DEPTIJ \wf) PROPOSED 8'0 DRAINAGE STRUCTURE (SOLID COVER) MANAGEMENT SITE PLAN LE TEST HOLE BY MCDONALD GEOSCIENCE71 (N CD —W PROPOSED WATER SERVICE DECEMBER 23, 2020 L. K. McLEAN ASSOCIATES, P.C. Cil 00 0 13 PROPOSED SILT FENCE (NO WATER ENCOUNTERED) CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 0(5 rn EX. UNDERGROUND WATER HIGHEST EXPECTED GROUNDWATER @ EL. 0.50' THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet No. 0 ANY PERSON FROM ALTERING ANYTHING ON TW, DRAWINGS Designed By: MF/CFD Scale: AS NOTED 0 AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS rrs 39 UNDER THE DIRECTION OF A LICENSED PROFESSIONAL 0 TEST HOLE #4 ENGINEER. WHERE SUCH ALTERATIONS ME MADE,THE PROFESSIONAL ENGINEER MUST SIGN, SM, DATE AND S1 Drawn By: MF Date: FEBRUARY 2021 N.T.S. DESCRIBE THE FULL DCTENT OF THE ALTERATION ON THE LL DRAWING MD/OR IN THE SPECIFICATION (NYS ED. LAW swi n SECTION 7209-2). Approved By: RAS File No. 20099.000 pppF t � , TONN COMMENTS z o RETAIN STORM WATER RUN F ' ' THE I — AURORA ' ' PURSUANT TO CHAP ER 23 OF THE TOWN CODE, z PPR VED AS NOTED ° DATE: B.P.# S ,� A QUAL 1 TY NEN HOME: MODEL 5Y , � COMPLY WITH A L CO -S FEE: � E NOTIFY BUILDING Dt ''AiTMEPJT AT NEW YORK STATE & TOW OASIS AT MATTI TUCK, GORE. 765-180 8 AM TO 0%A FOR THE AS REQUIRED AND ,ONDI I I�, 3D_ FOLLOWING ;NSPFC,^NS: z - z 1. FOUNDATION - T1'd0 RFOUIRED N O FOR POURED CONCPFTE SCI Y � ' 8FE _ 2. ROU H - FRAMING & PLUMBING �T: ! �-- T ! '� 3. INSU AVON T SSE ,- 4. FINAL - CON Tf:�� _;CN MUST N. BEC MPLETE r,. �,.0• #' > ALL CO JSTRUCTION SHALL MEET THE - LU REQUIREMENTS OF THE CODES OF NEW OCCUPANCY 0 YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. U 5 E IS U N LAWF L CERT FICA E � ' DON T PROCEED WITH OF OCCUPANC � 12 FRAM NG UNTIL SURVEY LJ ---- OF FO NDATION LOCATION >HAS EEN APPROVED. O ELECTRICAL -- INSPECTION REQUIRED NI - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - PLUMBER CERTIFICATI DN ON LEAD CONTENT BEF)RF TRUSS PLAC ARfDIN'O RFQJ1RED CERTIFICATE OF OCCUR INDl LU SOLDER USED IN WA T-R All exterior lig h 79 i SUPPLYSYSTEM CAN OT installed,replac or o ; ?„1 I PA D;i"I G EXCEED 2110 OF 1% L E4 D. repaired shall co "n N ALL F,UMBING ti^>rAsTE to Chapter IT: ;&1N ,TER LINES NEED �` EFpE?gF.COVERING of the Town C c TE Fla aF - _ Blower door - - - - - - - - FINI5HE 5E N -FL- -- D GO D OOR - - - - - - - - - - --- -- -- - - - - - - - - - - - - ------ - - - - and ducttivor Must rovide Manuals testing required. - D, and S as per IV Energy Code � o Lu Iv W0 El 1:1 El Z Z < z 0 - EFLOOR AREA TABLE: � }- ��- � 0EDElE] ® ® ® z lu °z � oZ 0 �I FINISHED FIRST FLOOR FIRST FLOOR 15 sf -I� -� - - - - - - - SECOND FLOOR 1,202 sf ly _I m V� 552 sf7-7Ej El IL O } 0 Q ® ® ® FINI5HED GRADE-- N BASEMENT 1,22 sf �/ N Q 0 ., PORCH 2411 sf ^^ z La Q I I I I I I I I I I I I I I I I TOTAL LIVING SPACE 2,417 sf 1-1 I I I I I I I I ( I CONDITIONED FLOOR AREA 5043 sf z I I I I I I I I I I I (INCLUDES BASEMENT) - ' -1- - - - - - - - - - - - - _- INFILTRATION VOLUME 3'7,200 cf _ _ _ _ _ _ _ _ _ _ _ -r (INCLUDES ATTIC 4 BASEMENT) - - - - - - - - � - - - - - - � - - � - I - - - L - - - - - - � - - - - - - � INDEX TO DRAIN I NC 5 _ DRAWING No. „�i /Pi; COVER 4 ELEVATIONS A-I • ' FOUNDATION PLAN A-2 FIRST FLOOR PLAN t` FRONT ELEVATION A- d`�p ;� t.,-z.. � .�,�. 2nd FLOOR PLAN A-4• "�`�{”r°�=���""�" SCALE: 1/4" = 1 ft SECTIONSA4IDETAILS PLAN A-6 DE�IVEREB FEB 1 1 2021 NOTES A-T TJI-DETAILS A-a D p r O ' r 00 ci (� m z o � � m 5.25 nO' O < 1L �- Q ILl O ' < o z LU D z FE71 ❑ F-1 ❑ a<� - W� < 12 < I_- -.I -1 5.25 Q < a OL lu � LL IL O �- 0 �m o ------------ ----- — --------------------- --- — ------------ ------ ----- ----------- --- --------- — ---- -------- ---- ----- ------------ -------- ------------ DATE: FEBRUARY 2021 COVER 4 SIDE ELEVATION REAR ELEVATION SIDE: ELEVATION ON ELEVATIONS SCALE: 1/8" = I ft SCALE: I/8" = I ft SCALE: I/8" = I ft DRAWING NUMBER A - i A A-6 235# ASPHALT 5HINOLE5;MIN. (4)-FA5TENER5 PER Z STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE 24'-411 No. 15 ASPHALT FELT UNDERLAYMENT[Rg05.1.1] V 14'-8 I/4" 7'-5 I/2Ir TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 j + " SELF-ADHERING POLYMER-MODIFIED 2x 1- BITUMEN ICE SHIELD BARRIER [R405.1.2] ZO 8 [UG3B] P.T. LEDGER _ _ _ __ _ _ - - - I/21/2"d) x 4" 6ALV. LAG SCREWS AT 16" O.G. 24 INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES 5TA66ERED [R50-I.q] - - - P.G. FTG - - - 36" INSIDE EXTERIOR WALL LINE FOR> 8:12 SLOPES V 4'-6" O -I -I 1/2" STRUCTURAL PANEL SHEATHIN6[R803.2] BASEMENT ENTRANCE STAIRS IL (2)-2x10 P.T. 6OR I 8" REINFORCED CONCRETE RETAINING WALL R-3q CLOSED-CELL SPRAY FOAM (5PF) INSULATION (� L J L J #4 REBAR AT 12" ON-CENTER EACH WAY Ij j W OSTANDARD HOOK AND LAP INTO 16" x 8" P.G. I- m DECK a FOOTING. 2" MIN REBAR GOVERZ SOLID WOOD BLOCKING O N ABOVE 'z - z - 0 m N O O - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -- I GEILINGJOIST Q - - _ - -- F - - 3°24 SL DRIP EDGE [Rg05.2.8.5] ' Ix8 WOOD FASCIA 11" T 1/2" 6YP5UM WALLBOARD I SOFFIT VENT DOUBLE 2x TOP PLATE j VINYL 51DIN6. ATTACH THROUGH RIGID L - - - - - - - - - - - - - - d) MINIMUM 24" LAP SPLICE LENGTH [R602.3.21 I INSULATION TO WOOD FRAMING PER i MANUFACTURER'S INSTRUCTIONS FOR HIGH-WIND EMERGENCY ESCAPE a RESCUE OPENING I - _ A A-6 NOTES INDEXED TO THE 2020 ENERGY GONSERVATION CONSTRUGTION 7'-10 1/2" 101-61/2" 12'-7" 6'-4" O CODE OF NEW YORK STATE v R1015 COMPLIANCE: This building was designed and shall be constructed to meet the 2020 E00GNY5. Both RE5check (US. PROVIDE RESERVED SPACE IN SERVICE PANEL TO CODE N Department of Energy) and REM/Rate (Noresco) computer FOR FUTURE SOLAR ELECTRIC INSTALLATION [TI03A] Z software was utilltzed to demonstrate compliance. All mandatory provisions of the 2020 ECCCNYS - Residential WOOD STEPS O Provisions are In force. ATTIC PATH Y FOR SOLAR ELECTRIC [TIO3.8] v INSTALL 2"P VEIZTIGAIL SCHEDULE 80 PVG CONDUIT RI05.2.2 WRITTEN STATEMENT: To the best of my knowledge, b'_O" WALL LINE THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLUGS WO ~ belief and professional-judgement,these plans comply with the ABOVE OR G PS AT EACH TERMINUS [E3802.3.2]. La O5ED-CELL 5PF s Energy Gode. Furthermore,as a RC-SNET certified rater (I.D. s_ No. 2614341'), 1 certify that these plans comply with the Home O O O O O {- W / o �' Energy Rating System (HERS) program. A signed certification � A A A H B y 4 � � -- - - - - - of compliance with the HERS program (NERC) will be submitted PIG RE — I;T of the constructed bullding to demonstrate compilane. N Q z o o e t GYPSUM BOARD z (3)-3°5 bob,, -- - ---- I 1 ' --L------ -- N I 8301.1 CLIMATE ZONE: 4A Suffolk,NY Q - (2)-1.75x11.25 LVL HDR (2)-1.75x11.25 LVL HDR --- -- --T---J ® L______ N II' fl` CONTINUOUS BEAD OF +"r W U (ENGINEERED DESIGN) (ENGINEERED DE51ON) I (V j DW j I SEALANT R401.2 COMPLIANCE: This project complies with 2) Section R405 Q Q� = L _ __1____J_____ ___--__ I - - 51muloted Performance Alternative,and the provisions of O J Q 6YP5UM BOARD Sections R401 through R404 labeled "Mandatory." Q� I j _J u EXTERIOR I Mandato requirements-. z} IR INTAKE 1 # Mandatory a ` _ KITCHEN i ' R4013 CERTIFICATE, Builder to post per Code. p [RI006] m 1 I i --------------------- -------- c0 („ CONTINUOUS BEAD OF R402.4.1 THERMAL ENVELOPE: To be tested 4 verified to 3 - 36 GUARD [8--- O r SEALANT AGH by HERS rater. See Table R402.4.1.1 In plans. z 10 _ m , I r 3 " H ND I [R 11.7 8] O R402.4.2 FIREPLACES: Factory built with UL 12-1 doors. z _____--- -- 8 CONTINUOUS MINIMAL R402.4.3 FENESTRATION. See window/door schedule N �, O ~ 8402.4.4 FUEL-BURNING APPLIANCES: All room heating and z_ FAMILY ROOM BREAKFAST o p w BA EM NT EN GE O EXPANDING FOAM AT WINDOW g J, I_� I I UNIT PERIMETER hot water heating appliances to be direct vent with both �� * 7'-O" 4 4 O p Q <_ ?OVN , Intake and exhaust pipes Installed continuous to the O ' - ---- ----------- 2 O �u� UL 127 LISTED AND '— j outside. Q- LABELED 36" Q j 00 WINDOW UNIT R402.45 RECESSED LIGHTING: IG-rated and labeled as ~R' O FACTORY-BUILT NOTE: q'-O" CEILING HEIGHT FIREPLACE [81004] having an air leakage rate of not greater than 2.0 cfm THROUGHOUT FIRST STORY � Go �-' O i i (v '. er de. +s-- R40f5 MAX. U-FACTOR 4 5H6G: See window schedule. - 25 cfm GONT. ELEG. PANEL — s R403.1 CONTROLS: See plans for thermostat Information. Prol TECHNOLOGIES ~ N TO ERV R403.3.2 DUCT 5EALING: All duct joints shall be MODEL T705 tl [M1505 41 +' mechanically fastened and sealed with duct mastic PROGRAMMABLE j CONTINUOUS MINIMAL sealant. Apply mastic to duct seams. r THE8M05TAT a EXPANDING FOAM AT WINDOW R403.3.3 DUCT TE-5TING, A duct air-leakage test is not I� UNIT PERIMETER required under exceptions 1 and 2. ( )-1.'15 x 14 LVL F U5H (37 LONG) R40305 BUILDING CAVITIES: Framingcavities shall not be (2)-2x10 HDR � i e used as ducts or plenums. �� 6 INTERIOR GARAGE WALLS: 6'-6" II'-4° REF j-_ j e o R-15 BATT INSULATION R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate ` - 0 4x4 POST i J Y2" 6YP5UM BOARD ! mechanical system piping carrying hot water to an p 36"GUARD [R312.1] I tt F- i ' R-value of not less than R-3. G G ILI G: R4035.1 HEATED SERVICE HOT WATER(SHV) CIRCULATION m 24TQ Y2" GYPSUM BOARD CONTINUOUS BEAD OF SYSTEM, Not in project. _ 4x4 POST I Q PDR 3 O" LOAD BEARING LL 56" RAILING HEAT DETECTOR 0 [TABLE 8302.61 R403.6 MECHANICAL VENTILATION: ERV continuous N_� cV 1 4" O x I� I� SEALANT ventilation system specified In the plans exceeds the m 10 R m I 4'-6" minimum efficacy of 1.2 cfm/watt. ! R403.'1 HVAC EQUIPMENT, 51zed in accordance with ACGA 4x4 POST Manual J and Manual S. SELF-CLOSING 20-min GYPSUM BOARD Iv 20 cfm CONT. To ERV 287° F.R. DOOR [R302.5.1] 8403.8 MULTIPLE DWELLING SYSTEMS: Not applicable 1 36 GUARD [R3I2.1] R403A SNOW MELT, Not in project, s I 7'-6" _ 3'-2" 1 -1 N G [MI505.4] - -- -- -- -- -- -- -- R403.10 POOLS AN 5PA5: Not In project. u� o - ! - CONTINUOUS BEAD OF 8403.11 PORTABLE 5PA5: Not In project. I 2¢7Q m (3)-1.75 x 14 LVL DROP HDR N i ADHESIVE 'N m 2' O" 2'-6" (ENGINEERED DESIGN) N R404 LIGHTING: Builder to Install high-efficiency lamps in at o least BOAS of permanently installed fixtures. m — CONTINUOUS BEAD OF O I� t t GARAGE SEALANT R405 SIMULATED PERFORMANCE ALTERNATIVE: This method was N 1-7 DOUBLE -7 �� Q 5 P.G. SLAB u X j used to show compliance with the Energy Code. REM/Rate , (� i!_ FL HDR I� O PITCHED TO DOOR o �I� - software was used to model the building performace - see .-1 SMOKE 4 G.O. 1 Q f n C)(� -- - -- �--__----- 2020 IEGG Energy Cost Compliance report provided with I It DETECTOR (TYP) _ DINING ROOM , 2" CL05EP-GELL SPF Permit Application. REScheck was used to model the building O ` I X LIVING ROOM _ 1= o _ Id- I T -' F r-_______ ___________ ________Q __________ z performance based on national standards - see RECcheck ry - FOYER I — Compliance Certificate and Inspection Checklist provided with (11"L Permit Application. N �_ HAZARD G _ZING [R,O8.4] 14'-O" 4 1 i I x i O m 11 LU I 1 1 _ N 1 O I IN US EAD OF 4.. I t'-O,. t� I� Oj i i i 4" V W t� Z Z SEALANTCONTINUOUS B - 24'-0"I I — V Z_ I I I 1 � � .`.— (� — JiT' OJIU h+ GYPSUM BOARD 1 O (2)-2x12 HDR R.A.G. O O V 0)} O I N 30'7°/(2)-1°l° SL m I I I (2)-2x12 HDR ' O Z W =_----__ - tt �t ---(2)_2x12 HDR I I > O- � (2)-1.75 x 14 LVL FL (2)-1.75 x 14 LVL FL 1L CONTINUOUS BEAD OF Q o X— (AfL/ < SEALANT (2)_3050 ry PORGH laJ-3°5° � 0 } Q I `fl 5/4x6 DEGKING (� (� O a Q CONTINUOUS MINIMAL O +�- " " Z Q O 31 ` UNITNDINO PERIMETER M AT WINDOW 2'-q" O q'-2" 2 q" U 8'-O" 2'_41" O 41'_2" O 2'-q" 6'-10" 10'-0" 7'-6" Q X C) N � Z WINDOW UNIT(OR TABLE R402.4.1.1 -2020 Cn 4x4 P.T. POST WEATHER-PROOF DOOR) AIR BARRIER AND INSULATION (TYP-6) INSTALLATION (3)-2x12 HDR (ENGINEERED DESIGN) (3)-2x12 HDR- !) -- - COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION �—-- -- -�- -- -- - -- -- --®—-- -- -�- II CRITERIA I A continuous air barrier shall be installed in the "�'G�,rt•_ a�;s' 3I CONTINUOUS MINIMAL building envelope. WOOD STEPS i 1 EXPANDING FOAM AT WINDOW General requirements The extedorthermal envelope contains a Air-perm Insulation shall not be used as h`. a sealing material. a`• �« ,^�. 13 era" Cam f UNIT PERIMETER continuous air barrier. �• r:. IV:J Breaks or joints in the air barrier shall be seated. 15'-2" 7'-O" 15'-2" 24'-4" The air bard erin an dropped ceilm ng/soffit shall be - ai'gned with the Insulation and any gaps in the air f' The insulation in an dropped ceilin /soffit „ 'I Ceilinglattic barrier shall be sealed. shall be aligned with the air barrier.g 61-8 g ii CONTINUOUS BEAD OF Access openings,drop down stairs or knee wall ,'' doors to unconditioned attics aces shall be sealed. '� j`r.. .,. °°' •�` +; III SEALANT Cavities within corners and headers of frame +'IRS" •s,`r, The junction of the foundation and sill plate shall be walls shall be insulated by completely filling sealed. the cavitywith a material having a thermal A resistance of R-3 per Inch minimum. �I ®E�;,VEREQ FEB 1 1 2021 GYPSUM BOARD Walls The Junction of the top plate and the tap of exterior F I RST FLOOR FLAN � walls shall be sealed. Exterior thermal envelope insulation for A-6 - CONTINUOUS BEAD OF SCALE: 1/4" = 1 ft e ADHESIVE Knee walls shall be sealed, framed walls shall o installed in substantial contact and continuous alignmentwith the air �i barrier. 0 II CONTINUOUS BEAD OF The space between window/doorjambs and 1- SEALANT Windows,skylights and doors O framing,andskylights and framingShall be sealed. Rim joists Rim Joists shall include the air barrier. Rim joists shall be insulated. -. –. -. .. -- .--_-.-_-77"-'. Floor framing cavity insulation shall be �i'..., 2 CLOSED-CELL SPF Installed to maintain perm anent contact with Q � � / the underside of subfloor decking. O O (1 r !, Floors Including cantilevered floors The air bardershall be installed at any exposed Alternatively,floor framing cavity Insulation it- shall be in contact with the top side of and floors above garages. edge of insulation. sheathing or continuous Insulation installed O O on the underside of floor tram ing;and extending from the bottom to the top of all V {� erim eter floor framing m embers. O m n!� `��\ Exposed earth in unvented crawl spaces shall be Crawl space Insulation,where provided (3 ") % m �- CONTINUOUS 51LL SEALER - Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be O �L overlapping joints taped. ermanentl attached to the walls. _� FULL WIDTH OF SILL O Z Duct shafts,utility penetrations,and flue shafts Shafts,penetrations opening to exterior or unconditioned space shall be O< 1L �- FOUNDATION WALL sealed. Batts to be installed In narrow cavities shall O ° 6 with cut to fit or narrow Installation shall a filled O �[ Narrow cavities with insulation that on Installation readily., Q CONCRETE SLAB conforms to the available cavi space. �� ' •�' d between th STRUCTURAL DESIGN NOTE W Z Air sealing shall be provide e garage � v Garage separation and conditioned spaces. (� v Recessed fight fixtures Installed Intoe building Recessed light fixtures installed Intoe In accordance with the 2020 RGNYS; Structural � a� �— / Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be aittight ' ` '` r` surface. and IC rated. elements such as engineered wood, steel and X � _ steel/wood composite columns beams headers and �- In exterior walls,batt insulation shall be cut i' : <Q neatly to fit around wiring and plumbing or girders that: F N (n �I Plumbing and wiring insulation that on installation, readily ' conforms to available space,shall extend J behind i in and whin () resist gravity loads, And W The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs J 1L Showerltub on extedorwall showers and tubs shall separate the wall from the shall be insulated. 2) are not contained In the prescriptive design O W shower or tub. provisions of the 2020 RGNYS t--- The air barrier shall be installed behind electrical NOTE: IT 15 THE INTENT TO PROVIDE FOR A Electrical/phone box on exterior walls and communication boxes. Alternatively,air-sealed llf 0 CONTINUOUS AIR BARRIER ALIGNED WITH THE boxes shall be installed. were designed In accordance with 0 THERMAL ENVELOPE. TH15 DETAIL SHOWS HVAC supply and return register boots that TYPICAL METHODS OF AIR-SEALING USING penetrate building thermal envelope shall be sealed AN51/AWG NDS-2018 with 2018 supplement. p VARIOUS BUILDING ELEMENTS,APPROVED HVAC register boots to the subfloor,wall covering orceiling penetrated ADHESIVES AND SEALANTS. FRAMING by the boot. Structural elements such as walls and fenestration CONFIGURATIONS NOT SHOWN, SUGH AS Where required to be sealed,concealed fire that: CANTILEVERS AND STAIRWELLS,SHALL BE sprinklers shall only be sealed in a manner that is SEALED IN A SIMILAR MANNER TO PROVIDE FOR recommended bythe manufacturer. Caulking or A CONTINUOUS AIR BARRIER ALIGNED WITH THE Concealed sprinklers other adhesive sealants shall not be used to fill DATE: FEBRUARY 2021 THERMAL ENVELOPE IN ALL LOCATIONS. I) resist wind IOads, and wads between fire sprinkler plates and walls orceiun s. 2) are not contained in the prescriptive design FIRST FLOOR provisions of the 2020 RGNYS PLAN AIRA -/� I I I i� G I I were designed In accordance with ASCE 7-I6 wind ,05E �L.I I VO DETAILS A I I` DEAL I I O NOTES provisions and acceptable engineering practice. DRAWING NUMBER SCALE: -5/4 = 1 ft where such elements occur in the plans„ they are annotated "ENGINEERED DESION." A - 5 m Z O A vv A-6 ---------------------- F-------------- I --------------------iF-------------- I P I Z � O I I z p_r 8'-0" 1 7'-2" 2'-6" 6'-10" 4'-4" z r, LL u� Q Q O � O _ O ° B ° o � 3 O 4 Z ° ' AW INC PIG 3°5° 3°5 RE d 2'- 9'-8.. 4" WW Q a 5._0 .. F- i- (V A 6°I b .� Q M BATH O- TRANSOM - BEDROOM 3 CIL 8'-O" G Ht BEDROOM 4 - - - -- 8'-O" G Ht 8'-0" G Ht O O N O LU -e- iV cV 11J ED I r-_— — --1 O ---- HVAG EQUIPMENT IN ATTIC O W \x 20 cfm GOVT. e WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] GAS OR PROPANE FURNACE: LENNOX ELIa6UHO70XE36B -� It —\�I _ ~ MO 05.4]ERV 20 cfm GON LENNOX HEALTHY CLIMATE ERV5-1'15-TPD ENERGY RECOVERY VENTILATOR CLASS IV DIRECT VENTED TO OUTSIDE;AHRI 201849570 -�i Pro I TECHNOLOGIES ; [ TO ERV ------------------------------------------INSTAL-L-E�UNIT-{N-GONDIT4ONED-AT'TIG. HEATING GAP: 64,000 Btuh;AFUE = 96.1 1 BATH O (M1505.41 DUCTS SHALL NOT BE CONNECTED TO THE HVAC, SYSTEM. S MODEL T705 u� v , INDOOR COIL: LENNOX CH35-3OB+TDR ----- PROGRAMMABLE 0) d - OUTDOOR UNIT: LENNOX ML14XGI-036-230C;AHRI 203374690 THERMOSTAT N • I ^� IL HEALTHY CLIMATE HRV/ERV VENTILAITION PUSH BUTTON CONTROL ` `1 COOLING GAP: 34,800 Btuh;SEER = 15.10 2'�(o 26'10 24-703'-O' 3'-O" INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY HALL. INSTALL IAN MANUFAGTURER'5 5PEGIFIGATION5 HER I STALE AIR TO OUTSIDE AND FRESH �IR FROM OUTSIDE: 6" d1a. DUCTS CONNECTED TO HEALTHY CLIMATE HEATHERHOOD KIT MODEL 95PO7 C� SMOKE 8 G.O. ��— — 1 HALL ® �DETECTOR (TVP) C� A.G.R TURNI ° N 2410 207 : • FRESH AIR TO INSIDE DIFFUSER IN Hf#LLWAY: 6" dia. DUCT 10'-0" HALF HALL m L m 2a�o STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. - O (2)-2x10 HDR -- — LIN IN STALE AIR DUCT FROM KITCHEN HINdED EXHAUST GRILLE MODEL 18N48 O (2)-1.75x9.25 LVL FLUSH _________________________ -_ ALL DUCTS INSULATED TO R-4.2 i iv 3050 (ENGINEERED DESIGN) H NDI tt BI-FOLD BEARING WALL _ _ _ SYSTEM TO BE SET AND BALANCED 'rO CONTINUOUSLY PROVIDE [MI505.4.4]: m _ ® m 2610 / m MINIMUM 20 cfm EXHAUST FROM EAGH BATHROOM D -> N RYER WASHER �-x AND MINIMUM 25 cfm EXHAUST FROM(KITCHEN. m 5' I�- - -� 36 H ND i [ 31 . .8] I -- - - - 3'-2" 4'-b" DRYER EXHAUST 2(r1Q 4" 4" [MI502] 12 x 12" AIR TRANSFER GRILL IN CEILING r m v, z o y I N cJ " o O DOUBLE FRAME 1Zn, Q p OPENING I i I � I px 4" O N 2410 BEDROOM 2 N V N GL W.I.G. MASTER BEDROOM 8'-O" G Ht .� Q 8'-0" G Ht n L 4" I OO 14'-0" 2'-2" 5'-6" 4" 14'-O" m W O (2)-1.7_5x14 LVL_w/HT530 M_TL STRAP EACH END (2)-1.7_5x14 LVL_w/HT530 MTL STRAP EAGH E Z 1LI Z _ _ � z (ENGINEERED DESIGN) (ENGINEERED DESIGN) — -j V- O W 2x8 GJ AT 16" o.c. _ 2x8 GJ AT I6" o.c. i (� ,- < t- O Z 4 (2)-2x10 HDR (2)-2x10 HDR d LLJ 'I ' Ix l L-1 Z I- Z I 3" CLLU OSED-CELL SPF ------------------------------- J 1I , BETWEEN RAFTERS D- �-1--1 <-J O I � 2' q"_ O q._2.. O 2'-q" 8._0.. 2._q.. q 0 .. O 2�_a�� Z p 0 I I — I I QI I I I ----------------- I L-----------------------J ." :. 7f--- : ; 37-4:� 1, Lwti<. t. "3 '�'�lf�. . •.e. ACs " fib''. DF., NERED FEB ] 1 2021 SEOCNr1 ) FLOOR FLAN � SCALE: 1/4" = 1 ft O p O ' r 00 l� m z o � � m I ""is 111=111 R= o m OtL 50 AR-READY CERTIFICATE :D 13u� tL – v 4 f– Q Z This home has STRUCTURAL DESIGN NOTE tuZ incorporated features at u the time of Initial in accordance with the 2020 RGNY5; structural 4 4 (� construction to enable the o elements such as engineered wood, steel and 0- 1 f' installation of solar steel/wood composite columns, beams, headers d < Q an electric. girders that: 1- N (n cv 60 The solar-ready roof I) resist gravity loads, and v w zone is shown on this UIT Y IL construction plan excerpt 2) are not contained in the prescriptive design p w O O GO UIT and Is free of GOFUIT �qc-o provisions of the 2020 RGNY5 g IL obstructions that would limit placement of solar were designed In accordance with m panels. ANSI/AWG NDS-2018 with 2018 supplement. p Plastic conduit for futureo uctural elements such as walls and fenestration electric wiring has been tr 5 that: Installed through walls at DATE: FEBRUARY 2021 SOLAR-READY the locations shown to 1) resist wind loads, and ROOF ZONE facilitate the installation of wiring between the 2) are not contained in the n prescriptive design electric service panel and P p 9 2nd FLOOR roof mounted solar provisions of the 2020 ROWS 2nd panels. were designed to accordance with ASCE: '7-I6 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur In the plans„ they are annotated "ENGINEERED DESIGN." A - 4 CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TI03.10] z O E3HL B BNL A ROOF LINE F­ TABLE R802.5.2 RAFTER/CEILING JOIST HEEL -------- a,b,c,d,eq g 7 ------ JOINT CONNECTIONS IL GROUND SNOW LOAD (psf) lu 20' 30 OL RAFTER SPACING RAFTER Roof span(feet) z Ii < (inches) 3ry SLOPE 12 20 28 6 12 20 28 36 IL AG E�-55 R06F � Required number of 16d common < < nailsa°b d,e per heel joint splices', U X i r /', N , l / � 12 4 6 8 10 4 6 8 11 3:12 16 5 8 10 13 5 8 11 14 X 24 7 11 15 19 7 11 16 21 12 3 5 6 8 3 5 6 8 4:12 16 4 6 8 10 4 6 8 11 24 5 8 12 15 5 9 2 16 r < P05T DOHN P05T 0OHN POST DO 12 3 4 5 6 3 4 5 7 0 M RAL RIDGE ROOF V 5:12 16 3 5 6 8 3 5 7 9 24 4 4 7 10 1.15 X 16 LVL 5TRUr.TU AGGE55 F 7 9 12 13 ill 1.15 L�River= i_j 12 3 4 4 5 3 3 4 5 ! i / ' i 7:12 16 3 4 5 6 3 4 5 6 j. 24 3 5 7 9 3 5 7 9 ROOF BELCH 12 3 3 4 4 3 3 3 4 9:12 16 3 4 4 5 3 3 4 5 L 24 3 4 6 7 1 3 4 6 1 7 1 2x10 RIDGE KI 12 3 3 3 3 3 3 3 3 12:12 16 3 3 4 4 3 3 3 4 ! , ;E Y I ATTIG PATHWAY FOR SOLAR ELECTRIG [TI05.51 24 3 4 4 5 3 3 4 6 < < INSTALL 2"411 VERTICAL SCHEDULE &0 PVC GONDUIT THROUGH ALL HALLS TO ATTIC, WITH TEMPORARY PLUGS OR GAPS AT EAGH TERMINUS For SI: I inch 25.4 mm, I foot 304.8 mm, I pound per 0 [E3e5023.21. 'R square foot=0.0479 kPa. 4( N for 16d ------- a. 40d box nails shall be permitted to be substituted E3HL 2 _q I X 6 common nails. 1z ACGE55 ROOF b. Nailing requirements shall be permitted to be reduced 25 z z percent if nails are clinched. C. Heel joint connections are not required where the ridge is supported by a load-bearing wall,header or ridge beam. ------- X d. Where intermediate support of the rafter is provided by vertical struts or purlins to a load-bearing wall,the ._2xIO RR AT 16" o.c. 2AO RR AT 16" o.c. �Xlo RR AT 16" o.c. 2XIO RR 'AT 16" ox, 0 - tabulated heel joint connection requirements shall be ROOF LINE z HALL LINE permitted to be reduced proportionally to the reduction in span. e. Equivalent nailing patterns are required for ceiling joist ROOF LI _J L LU o to ceiling joist lap splices. (b f. Applies to roof live load of 20 psf or less. tu SOLAR-READY ZONE [TIO3.31 PROVIDES 5611 HIDE AGGE55 PATHWAYS g. Tabulated heel joint connection requirements assume SECOND STOR)O' E3NL PLAN z Z <'t d� b" I ft FROM SAVE To RIDGE WHERE SHOWN that ceiling joists or rafter ties are located at the bottom d) 50ALE: 5/1( M 0111H tY [R324.fo]. THE SOLAR-READY ZONE SHALL z REMAIN CLEAR OF OBSTRUCTIONS SUCH AS of the attic space. Where ceiling joists or rafter ties are PORCH ROOF BELOW 0 X VENTS, ETG. [TIO3.41 located higher in the attic,heel joint connection IL t- 43 Z (TYPICAL-5) < LU > - o tu requirements shall be increased by the following factors: V tu 0 o <-1 < HC/HR Heel Joint Connection Adjustment Factor > < < 1/3 1.5 1/4 1.33 < < 115 1.25 C, 1/6 1.2 7- ROOF PLAN 1/10 or less 1.11 < 50ALE: 1/4" 1 ft where: E3HL E E3HL D Bl,_L G Hc=Height of ceiling joists or rafter ties measured vertically above the top of the rafter support walls. HR Height of roof ridge measured vertically above the itop of 0e 51-01/211 the rafter support walls. 3'-4 112" 41-411 7 - ---------------------- BRACED WALL PAN E L CALCULATIONS f r Wind Adjustment Factors-Table R602.10.3(2) (p.187) Upper Story MIVERED FEB 1 2021 Numbered Lettered Wall Lines Wall Lines Comment -I 3II i; i;r; i I Exposure Category 1.00 1.00 Exposure B: 2-Sty Roof Eave-to-Ridge Height 0.84 0.84 T-4" C-, j Wall Height 0,90 0.90 8'-0" BNL 4 Number of Braced Wall Lines 1.00 1.00 2 00 Additional 800 1b Hold Down 1.00 1.00 N/A Gypsum Board Fastening 1.00 1.00 N/A %D tL Wind Factor Totall 0.756 0.756 Braced Wall 140 mph Total Bracing Braced Wall Bracing Wind Factor Line Spacing Required Required Length Status Line Method Total .ate rr _WSP p 1 CS 30.67 7.13 0.756 5.39 23.33 OK Bracing (ft) Bracing Provided (ft) -/ ; I g (( I, I I ( 2 CS-WSP 30.67 7.13 0.756 5.39 1900 OK A CS-WSP 37.00 8.40 0.756 6.35 31.00 OK LL d) -1 -1 B CS-WSP 37,00 3.40 0.756 6.35 23.00 OK iz 6 < z _J CL Wind AdjustmentFactors-Table R602.10.3(2) (p.187) STRUCTURAL DESIGN NOTE lu Lower Story z Dwelling Garage Comment In occordance Hith the 2020 RONY5; s'trvrturol < OL Exp B; 2-Sty (Dwelling): 1-Sty(Gar) elements such as engineered Hood, steel and Exposure Categoiry 1.00 1.00 X steel/wood composite columns, beams, headers and OL Roof Eave-to-Ridge Height 0.93 0.76 << T-8" (dwelling); U-0" (garage) girders that: Wall Height 0.95 100 9'-0" (dwelling); 10'-0" (garage) til Number of Braced Wall Lines 1.00 1,00 2 (dwelling& garage separate talc) 1) resist gravity loads, and Additional 800 lb (Hold Down 1.00 1.00 N/A < �z IL WW Gypsum Board Fastening 1.00 1.00 NIA -1 2) are not contained in the prescriptive design lu Wind FactorTctall 0.884 0,760 LL ------- BV4L 5 provisions of the 2020 RON%rSIi 11 , IL were designed in or-cordance, with Braced Wall 140 mph Total Bracing V) Braced Wall Bracing Wind Factor AN!51/AHC, NDS-2015 with 2018 supplement. ji ; Line Method Line Spacing Required Total Required Length Status (ft) Bracing (ft) Bracing Provided (ft) Structural elements such as Halls and fenestration 3 CS-WSP 31.67 13.67 0.884 12.08 18.33 OK that: DATE: FEBRUARY 2021 5 CS-WSP 31.67 13.67 0.884 12,08 17-33 OK 1) resist wind loads, and 4 CS-WSP 22.33 5.47 0.760 4.16 24.33 OK C CS-WSP 24.33 5,87 0.760 4.46 22.67 OK D(gar) GB 24.33 11.73 0,760 8.91 9.00 OK 2) ore not contained In the prescriptive design WALL EMAOINO D (dwelling) GB 37.00 16.80 0.884 14.84 20.33 OK provisions of the 2020 Rr_,Nr5, ROOF PLAN E CS-WSP 37.00 1580 0.884 13.96 32.00 OK were designed in or-r-ordance. with ASCE -T-16 Hind K -_InF I FIRST STOR%T" 5AL PLAN provisions and acceptable engineering (practice. DRAWING NUMBER 50ALE. 3/16" = I ft where such elements occur in the plans, they are annotated "ENGINEERED DE516M." A - 5 m 2x4 COLLAR TIE AT 48" O.G. TYPICAL ROOF R-3q Z (OPTIONAL) ASPHALT ROOFING 5HIN6LE5 OVER 15# FELT OVER O I.-I5 x 16 LVL STRUCTURAL RIDGE Y2" STRUCTURAL PANEL SHEATHING OVER F- (SEE ROOF PLAN FOR P05T LOCATIONS) 2x10 RAFTERS AT 16" O.G. ROOFI R-3q 6" THICK GI05ED-CELL SPRAY POLYURETHANE FOAM (SPF) ---------------------------------------------- -------------------1-----------------------------------------------------------------------------'I WITH Y2" 6YP5UM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] OR WITH AN APPROVED FOAM PLASTIC, A55EMBLY [R316.6] WOOD BLOGKIN6 Z ----- I 2' SOLID Q I ix j 2x12 GR055-RIDGE Q - - - - - - -- - - - - - - GABLE WALL INSULATION: 12 12 I CONTINUOUS R-5 I-INGH RI61D FOAM XP5; FALSE GABLE 5.25 ----- -" 5.25 IL - - - - - - - � ) -- - � I � GAVITYR-132" SPF 11.. - - W FULL-HEIGHT a SHEATHING O 0 f n -------- ---------- --------L------------------------------------------------------- ' BEHIND LEDGER SEALED ATTIC, (INDIRECTLY GONDITIONED) _ -------------------------- CEILIN6 _ I 2x6 RAFTERS AT 16" O.G. 12 2x8 GJ AT 16" O.G. SMOKE 8 G.O. 2" SOLID W MASTER BATH - - '- -�- - - - - - - - I LAUNDRY }I I - - -- - - - - - - FAMILY BATH 1x8 TRIM BOARD 8� O CN DETEGTOR IN ATTIC, WOOD BLOGKIN6 I- ry } }� I > ' }� i i ( I } I > i SOFFIT VENT I Q u, I U) I in IWC I I I WASHER I I I I WG I TYPICAL INTERIOR WALL 4" LAV. I 2x4 STUDS AT I6 O.G. (2)-1.75x14 LVL FL HDR 1/2" 6YP5UM # Q LAV. LAV. I I I NOTCH TOP SIDE UNDER ROOF BOARD FINISH - I i I I I (2)-2x4 TOP PLATE;2x4 SOLE PLATE MAX. NOTCH DEPTH = 5-Y2" I Y2"GYPSUM WALLBOARD ON BOTH SIDES NOTE: ALL DUCTS SHALL BE TUB I I TUB 1 (2)-2x10 HDR LOCATED IN THE ATTIC, INTERIOR TYPICAL EXTERIOR WALL R-20 p SECOND STORY WALL CAVITIES ,^ SHOWER I I I 2x4 STUDS AT 16" O.G. �' z AND SECOND FLOOR PLATFORM. v) I (2)-2x4 TOP PLATE;2x4 50LE PLATE MIN. R-4.2 DUCT INSULATION. 2nd FLOOR 1 (2)-2x8 HEADERS UNLESS OTHERN15E NOTED ON PLAN iil ------------------ --------- 1-1/2" N --_--L--" ---- -� R-15 UNFACED FIBERGLASS BATT CAVITY INSULATION BEDROOM 2 w HALL BEDROOM 5 O i-I/2" W I-I/2" W1 3" W 2" W 2" W I 2� I -I 2' W 3' W I-I/2 W 2� W i VINYL SIDING OVER HOUSEWRAP OVER R-5, i XPS INSULATION cn — 2" W 3" W 2" W I 2" W I 3" W G.O. I OVER 1/2" E-TRUGTURAL PANEL 5HEATHIN6 G5-W5P WOOD FLOORING OVER N , G.O. I-- I (2)-1.75 x 14 LVL FLUSH HDR ff 314 PLYWOOD 5UBFLOOR N ` -----------------------------------------------------------------------i-- ------------------ - -----------------------------------------------------J 1- v CEILING - - _ _ R-13 2" GLO5ED-CELL 5PF 11 II POWDER I KITCHEN AT RIM JOIST I, 14" TJI-560 FJ AT I6" O.G. I' ;; 14" TJI-560 FJ AT 16" O.G. 3 y I 7 I 1 3 }1 j (2)-1.75 x 14 LVL FLUSH HDR Q j STAIRS Q (3)-I.?5 x 14 LVL - 1/2" 6YP5UM ul I i I j 1 j BOARD FINISH z d LAV. I WG I KIT SINK I i ON I -QQa11 11-� I 1 311 1 '� LIVING ROOM z i 11 z FAMILY ROOM Q11 1i,� I Ist FLOOR PLATFORM Ist FLOORI WOOD FLOORING OVER -------------------------------- ---------------------- ----------I-- ------------------ ------ -------- ------- -------------------------------j 3/4" PLYWOOD 5UBFLOOR 1-112" W 3" W I 2" W I 2x10 FLOOR JOISTS AT 16" D.G. G.O. 2" W 3.. IN 3" W 2 W G.O. OR055 BRIDGING AT MID5PAN ---------------------------------------------------------------------- ----------------------------------------------------------------- I GEILING I R-13 2" GL05ED-CELL 5PF AT RIM JOIST STAIRS „I r I-- 4:: I (3)-1.75 x 11.85 LVL GDR � BASEMENT -j (4)-3/8"LA6 5GREW5 FINISHED GRADE I FINISH GRADE (INDIRECTLY CONDITIONED) 00 SILL CONSTRUCTION: 1 SLOPE 6" IN 10' MIN. AWAY FROM BUILDING 216 P.T. (UG11 SILL ON TERMITE SHIELD G.O. '4" W 1 Q � ON SILL SEAL WITH 1/2" ANGHOR BOLTS N (SEE TYPICAL WALL DETAIL) V HOUSE TRAP j TO APPROVED r QI O SANITARY SYSTEM 8" POURED GONCRETE FOUNDATION STEM WALL 1/2" GYPSUM _ FULL HEIGHT R-II BLANKET WALL INSULATION U) W V BASEMENT FLOOR I BOARD FINISH iv AS MANUFACTURED BY GERTAINTEED CORP. ----------------------------------------------------------------------------------------------------------------------------------------------------J UPON I6" x 8" Ht CONTINUOUS P.G. FOOTING [R302.'f] i ASTM E84 MAX. FLAME SPREAD INDEX 5 25 W " Z Z MINIMUM 3'-0" BELOW GRADE m MAX. SMOKE DEVELOPED INDEX S 50 Z W FLUME3 I NO RISER D I AORAM. 4 P.G. FLOOR SLAB TOP OF BASEMENT SLAB � z z J ly 13 z W 50ALE: NTS uQ �— 4 F Q Z 4 Z az hoz lu 30"x 30"x12" DEEP P. GONG. SPREAD FOOTING OL >` p/ W w/(3) #5 REBAR E.W. <J ^Q rl ly O 1-D o> �4x 1LZ 0 D RIDOF TENSION STRAP: SECTION A < Q < WRAP STRAP OVER RAFTER SCALE: 1/4" = 1 ft (5) 10-d COMMON NAILS AT EACH END OF STRAP RAFTER TO STUD : WRAP STRAP OVER RAFTER �t:.r�"ae.•+" (4) 8-d COMMON NAILS AT EACH END OF STRAP ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED IAW MANUFACTURER'S SPECIFICATION CEL VEREO FEB 1 1 2021 WHERE RAFTER ALIGNS WITH STUD Q � r 2x ROOF RAFTERS AT 16' O.G. Q dJ0 USE 6ALV. HURRICANE TIE BETWEEN OQ EVERY RAFTER AND THE ROOF BEAM O U) r 2x CEILING JOISTS AT 16" O.G. Q IL Q !� USE (3)-16d NAILS AT RAFTER HEEL JOINT CONNECTION ROOF BEAM (SEE PLAN FOR SIZE) l�l>�LL STUD TO l�l>�LL STUD : A55E PRESERVATIVE TREATED 0 V m ASSEMBLE WITH 10-d NAILS 2x EXTERIOR WALL Q STRAP OVER OR UNDER SHEATHING 12" O.G. STAGGERED ALONG LENGTH O V (4) 8-d COMMON NAILS AT EACH END OF STRAP MT550G STRAP-TIE SEE WIND COMPLIANCE PATHWY VENTED VINYL SOFFIT ANOTES ON SHEET -i -IxB TRIM BDARD EAGH RAFTER 1X z IL UPLIFT CONNECTIONS: G51b 6ALV. COIL STRAP (4) R-30 BATT INSULATION 1-1/4" WIDE 20-GUAGE -_ USE (2) AT EACH POST, TOP d BOTTOM 5/4"x6" DECKING -10d NAILS AT EACH END STUD TO FLOOR J015T Q SIMPSON COIL STRAP GALVANIZED STEEL STRAP J V Z PERPENDICULAR TO JOISTS (4)-8d NAILS AT EACH END EAGH SIDE OF WINDOW AND W '0. Z (2)-Sd THREADED NAILS OR DOOR OPENINGS. INSTALL ju � r a (2)-No. 8 WOOD 5CREW5 AT 4x4 WOOD COLUMN 2x 50LID BLOCK d AIR-SEAL BETWEEN FJ STRAP FROM TOP OF TOP < <PLATES TO .1AGK 'STUD. IL � p- V EACH 5UPPORTIN6 MEMBER UO3B PRESERVATIVE TREATED 2x RIM BOARD [11 � I-- [R501.7] REST DIREGTLY ON FLOOR BEAM MINIMUM LENGTH BELOW �-- x E-HEADER = LENGTH ABOVE d — FLOOR BEAM(SEE PLAN FOR SIZE) CANTILEVERED FLOOR J015T �- FLOOR JOISTS UG313 PRESERVATIVE TREATED BOTTOM OF HEADER 0 N (SEE PLAN FOR SIZE) ASSEMBLE WITH TWO ROW5 OF IOd NAILS 0 _ STUD TO SILL. FLATS : U05B PRESERVATIVE TREATED 16" O.G. ALONG EACH EDGE [R50-7.5] -- - �l X �LI WRAP STRAP UNDER SILL PLATE PER GORE GRADE -.(b" 05B b VINYL SOFFIT `�• Q IL (6) 8-d COMMON NAILS AT EACH END OF STRAP J SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 7 4x4 wooD POST FLOOR J015T TO WALL: u- ~ O _ UG3B PRESERVATIVE TREATED 2x EXTERIOR WALL 51MP50N H2;(5)-8d NAILS TO FJ d (5)-8d NAILS TO 5TUD ° m a e • O PB44 HOT-DIPPED 6ALV. ALTERNATE WHERE FJ/STUD M15ALIGN5: m • POST BASE ANCHOR FLOOR J015T TO PLATES: v SIMPSON H2.5;(5)-8d NAILS TO FJ,(5)-8d NAILS TO PLATES a PLATES TO STUD: ° 12"4) x 6'-O" H16H P.G. COLUMN WITH (2)-#4 SIMPSON H2.5;(5)-8d TO PLATES, (5)-5d TO STUD ° VERTICAL REBAR ON 24" x 24" x 12" DEEP P.G. FOOTING WITH(2)-#4 DATE: FEBRUARY 2021 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM SECTIONS 4 DETAILS H I OSI-lel I ND UPLIFT STRAPP I NO T%rP 10AL POIRC.H DETAIL DETAIL L AT FLOOR CANTILEVER TENSION ST AP I NO AT NALL OPEN I NOS DRAWING NUMBER SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS NOTE: ALL. METAL 5TRAPPINC SHALL BE 1 1/4" x 20 GAGE (SIMPSON 0520 COILED STRAP). A == & STRAP LENGTH SHALL BE SUFFICIENT 70 PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RESIDENTIAL CODE OF NEW YORK STATE RIOI.I UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and Building code - Iq NYCR TABLE 8301.2(1) HIND COMPLIANCE PATHWAY NOTES and publications Incorporated by reference therein. O CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA R105.2 BUILDING PERMIT: A building permit shall be Issued by the t- WIND DESIGN SUBJECT TO DAMAGE FROM WIND DE51C-�N STANDARD: 2020 RGNYS Town prior to the start of work. A copy of the building permit V and approved construction documents shall be kept on-site GROUND SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN ULTIMATE DESIGN WIND SPEED: OBTAINED FROM ��' until po ect completion. h SNOW DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL https:/Aiozords.atr-ounc.1l.org FOR THE PROJECT LOCATION: project p Speed Topographic Special wind Windborne HAZARDS p 9 � Weathering Termite TEMP REQUIRED INDEX TEMP o ZO LOAD (Mph) CATEGORY depth N 41.0031 W 72.5665 TH15 NEW RESIDENTIAL 5TRUGTURE UTILIZES RlObfiilled with TheN eRState EducationlDepartment entitling DAmoros A Certificate of Authorization ls ( p ) effects region debris zone p WIND DESIGN 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE • 20 psf 127 None No No B Severe 36" M to H 15 -F Yes I None 599°F-DAYS 51.0° F R301 2(5)B PRE-ENGINEERED WOOD CONSTRUCTION Engineering and Surveying,P.G. ("Designer") to provide FOR FLOOR FRAMING AND ROOF FRAMING. professional engineering services. However,the Designer has MANUAL J DESIGN CRITERIA-Central Islip MEAN ROOF HEIGHT 15 NOT GREATER THAN 50 FEET [TABLE not been retained to provide construction engineering, R301.2(5A THE OWNER 5HALL NOTIFY THE TOWN AND supervision nor Inspection,and therefore Is not responsible IL Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXP05URE CATEGORY: EXPOSURE B AFFIX THE ABOVE SIGN IN ACCORDANCE for work performance of the builder. The builder shall Q Elevation Latitude temperature COOIIn r " Immediately notify Designer, In writing, If there Is any tlI heating cooling factor p g difference WITH TITLE 19 NYGRR PART 1265 COMPONENT AND CLADDING LOADS [TABLE 8301.2(2)] DO NOT discrepancy found between field conditions and plan 50 ft 410 North 150 99% outdoor DB 850 1% outdoor DB 0.998 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENT5 [TABLE 8301.2(3)] dimensions,especially with regard to existing construction. 0 N Cooling temperature Wind velocity Wind velocity Coincident Winter Summer - MAIN ROOF UPLIFT CONNECTION FORGE = 228 plf (30'-0" roof 8301.2.1 WIND DESIGN: In accordance with Figure R30I.2(5)5,wind N Daily range humidity humidity span, 140 mph, pitch less than 5:12) [TABLE 8802.11] design Is not required. This building is designed In W O difference heating cooling wet bulb Y Y WALL-TO-WALL UPLIFT CONNECTION FORGE = 165 plf accordance with the wind provisions of the 2020 RCNY5. I- ry 10°F 15 mph 7.5 mph 72°F Medium 16°F to 25'F N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 108 plf R30I2.12 PROTECTION OF OPENINGS= This building is not located Q i UPLIFT METAL FRAMING CONNEGTOR5 ARE REQUIRED AT TOP In a Windborne Debris Region. ry AND BOTTOM OF ALL BRACED WALL PANEL5 [R602.3.5]. R3012.4 FLOODPLAIN: This building Is not located In a flood hazard area. } - v,I ,i R301.5 LIVE LOADS: Minimum uniformly distributed live loads: 111Y! UA Attics without storage 10 psf,Attics with storage 20 psf, 1� Balconies d decks 40 psf,Rooms other than steeping rooms O TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) R301.6 psf,Sleeping rooms 30 psf, Stairs 40 psf � R301.6 ROOF LOAD: Roof Design Load Is based on the greater of the Ground Snow Load (20 psf,applied per A5GE--i) 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 a,b'° SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER''b,, SPACING AND LOCATION NOMINAL MATERIAL a h design corresponds to the 30 psf ground snow load column to THICKNESS DESCRIPTION ' OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load conditions. Roof Floor (inches) (inches) (inches) support 83012 NOMINAL SIZES: Dressed lumber dimensions specified on 1 1 „ „ (inches) these plans are nominal sizes. Engineered wood dimensions 4-8d box(2 x 0.113 ), or 4-8d box(2 x 0.113 ),or 9 3-8d common(2 Y2"x 0.131"); or 3-8d common(2%"x 0.131"); or Wood structural panels,subfloor,roofs and wall sheathing to framing and particleboard wall sheathing to framing (t.-vL,P5L, I joists, 9lv-lams, etc) are actual dimensions. 1 Blocking between ceiling joists or rafters to top plate 3-1 Od box(3"x 0.128");or Toe nail 21 Joist to sill,top plate or girder 3-10d box(3"x 0.128");or Toe nail Staple 15 ga. 1 3/ 4 g 8302.1 FIRE-RESISTANT EXTERIOR WALLS: All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131"nails 1 1 projections shall be located at least 5 feet from lot Imes and Up to 0.097-0.099 Nail 2/ 3 6 are not fire-resistance rated. 4-8d box(2%"x 0.113");or 8d box(2Y2"x 0.113") 4"o.c. toe nail Staple 16 ga. 13/4 3 6 R502A FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common(2%" x 0.131");or Rim joist,band joist or blocking to sill or top plate 8d common(2Y2"x 0.131"); or 0.113 Nail 2 3 6 WALLS AND CEILING5: Gypsum wallboard is a Glass A finish 2 Ceiling joists to top plate Per joist,toe nail 22 roof applications also ++ ++ • ++ I9 s having a F51 = 15 (req.'s max. 200) and a 5DI = O (req'd max. 3-1 Od box(3 x 0.128 ),or ( pp ) l Od box(3 x 0.128 ), or 6 o.c. toenail /2 and/ Staple 15 and 16 ga. 2 4 8 450);and complies with Code. 3-3"x 0.131"nails 3"x 0.131"nails 0.097-0.099 Nail Y4 4 8 Staple 9 a 2 R302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter, laps over 4-10d box(3"x 0.128");or 3-8d box(2%"x 0.113"); or P g 4 8 INSULATION: Exposed Insulation that is not Installed in 3 partitions [see Sections R802.3.1,R802.3.2 and Table 3-16d common(3 %" x 0.162");or Face nail „ 2-8d common(2%"x 0.131");or Staple 15 ga. 1 4 3 6 concealed spaces having substantial contact with cavity R802.5.1(9)] 4-3"x 0.131 23 1 x 6 subfloor or less to each joist 3-10d box(3"x 0.128")• or Face nail 232 and 3/ 1 surfaces shall have a F51 < 25 and a 5DI - 450. See plans ( )] ) ' 0.097-0.099 Nail 2/ 4 8 for exposed Insulation values. 1 4" long 16 ga. Stale 16 V crown, , a Ceiling joist attached to parallel rafter(heel joint) 2 staples, p g • 2 4 8 R302.11 FIRE BLOCKING: Use approved material to fireblock 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail3-16d box(3 Y2"x 0.135");or Staple 14 ga. 2 4 4 g around all penetrations of the floor and ceiling plaines,and R802.5.1(9)] 24 2 subfloor to joist or girder 1 „ Blind and face nail 2-16d common 3/ x 0.1620. 1 where otherwise specified by the 2020 RGNYS. ( ) 113 Nail 2/ 3 6 4-1 Od box(3"x 0.128");or 3-16d box(3%"x 0.135");or 1 Staple 15 ga. 2% 4 8 R302.12 DRAFTSTOPPING: Not needed for this project. Collar tie to rafter, face nail or 1 Y4"x 20 ga, ridge strap „ „ . 25 2 planks(plank&beam- floor&roof) 2-16d common 3 1 " At each bearing,face nail 5 3-1 Od common(3 x 0.148 ),or Face nail each rafter ( / x 0.]62) 0.097-0.099 Nail% 4 g R302.13 FIRE PROTECTION OF FLOORS= Not needed for this to rafter 4-3"x 0.131") 1 „ • project under Exception 4. 3-16d common (3/2„x 0.162 ),or SPACING O FASTENERS 4-10d box(3"x 0.128");or NOMINAL MATERIAL a,h 8302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed 3-16d box(3%"x 0.135");or 26 Band or rim joist to joist „ :: End nail THICKNESS DESCRIPTION OF FASTENER AND LENGTH d luminaires shall be IG-rated I/A/W N1102.4.5 with separation „ 2 toe nails on one side and 1 toe 4-3 x 0.131 nails;or inches Edges Body of panel p 3-1 Od common(3 x 0.148 ) or ruches (inches) from insulation per listing. Z 6 Rafter or roof truss to plate nail on opposite side of each rafter 4-3"x 14 ga. staples, %6' crown (inches) (inches) (inches) - 4-1 Od box(3"x 0.128");or or truss' 8308.4 HAZARDOUS GLAZING LOCATIONS= Tempered glass or 4-3"x 0.131"nails Nail each layer as follows: 32" o.c. Floor underlayment; plywood-hardboard-particleboard f-fiber-cementh other approved safety glazing material shall be Installed in 1I ' O 20d common(4"x 0.192"); or and adjacent to door panels;within 60 Inches of wet surfaces; LU m V at top and bottom and staggered. Fiber-cementand at locations where shown on the plans. w m Wiz O 4-16d box(3%" x 0.135"); or Z 3-10d common(3"x 0.148"); or l Od box(3"x 0.128"); or 24"o.c. face nail at top and bottom 3d,corrosion-resistant,ring shank nails R3001.1 GARAGE FLOOR SURFACE: Garage floor shall be 5-Inch Z Z Q d d) V4-1Od box(3"x 0.128");or Toe nail 3"x 0.131"nails staggered on opposite sides (finished flooring other than tile) 3 6 thick poured concrete sloped 1/4-Inch per foot toward vehicle Ip -f� - -t�" O -t tU 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 2 1 entry doorway. 0 V 0 - F 0 Z And: Staple 18 ga., /long,/crown v Ul },• 1 O 7 " 2-20d common 4"x 0.]92" or (finished flooring other than tile) 3 6 R310 EMERGENCY ESCAPE AND RESCUE OPENINGS: It Is the Z j J O z dJ to minimum 2 ridge beam z 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 .� � p'- � O LU 2-16d common(3 0. x ");or );or 3-10d box(3"x 0.128");or 1 4 long x .121 shank x .375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for Q � (Y End nail 3-3"x 0.131"nails 8 8 emergency escape and rescue openings where required. n/ Q O 1)C 3-10d box 3"x 0.128");or (galvanized or stainless steel)roofing nails(for tile finish) 1L m V 3-3"x 0.131"nails ) _ ,: :: . 1 1 Ion No. 8 x .375 head diameter,ribbed wafer-head screws R311.1 5TAIRWAY5: Interior stairways shall be re-assembled O � O > d 4-16d box(3 3 x 0.135 ), or a g> g g wood units. The maximum riser height shall be a-1/4 Inches and fy ry O Q < Wall 3-16d common(3 Y2"x 0.162")' or (for tile finish) the minimum tread depth shall be q inches,plus nosing where Z Q 28 Ledger strip supporting joists or rafters + At each joist or rafter, face nail Q 16d common(3Y2"x 0.162") 24"o.c.face nail 4-10d box(3"x 0.128");or Plywood required. Provide handrails per Code. !__1 X 8 Stud to stud(not at braced wall panels) l Od box(3"x 0.128");or4-3"x 0.131" nails 14 ring or screw shank nail-minimum R3I2.1 6UARD5: Walking surfaces more than 30 Inches above 16" o.c. face nail 3 6 grade,and steps leading thereto,shall have guardls that x Z 3"x 0.131 nails 2-10d box(3 x 0.128 );or 2-8d common 4 and%6 12%ga. (0.099")shank diameter conform to Code. '�t� 29 Bridging or blocking to joist 2 YZ"x 0.131" • " ++ Each end,toe nail 1 „ ( ) or 2-3 x 0.131 nails Staple 18 ga. %,%6 crown width 2 5 16d box(3/2 x 0.135 )'or � 83122 WINDOW FALL PROTECTION: Windows with sills Mess than 1-1 9 Stud to stud and abutting studs at intersecting wall 12 o.c. face nail corners(at braced wall panels) 3"x 0.131" nails SPACING OF FASTENERS I1 3 is i 1 4 ring or screw shank nail-minimum a 24" above finished floor and greater than '72" above grade 1 + 11 Y32, /, /2 and/ 1 „ 6 8 shall be protected per Code. 16d common(3/2 x 0.162 ) 16 o.c. face nail TEM DESCRIPTION NUMBER AND Edges Intermediate 12/ga. (0.099 )shank diameter 16d common(3 Y2'x 0.162") 16" o.c. each edge face nail OF BUILDING ELEMENTS TYPE OF FASTENERg h supports',' 1%ring or screw shank nail-minimum 8314 SMOKE ALARMS AND HEAT DETECTION= Interconnected •ti,«..•..�..rq 10 Built-up header(2"to 2"header with%" spacer) (inches) (inches) I9 s zs 3 1 :: smoke alarms,carbon monoxide alarms,and heat detection 16d box 3%" x 0.135" 12" o.c. each edge face nail ( ) 12/ga. (0.099 shank diameter 3 6 alarms shall be Installed at all locations shown on the laps. ,• ( ) g /2, /, /z and/4 ) p �, f 5-8d box(2 y" x 0.113")• or Wood structural panels,subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 ga., 1 % 6 8 8315 CARBON MONOXIDE ALARMS: Install at all locations 11 Continuous header to stud 4-8d common 2%"x 0.131 or Toe nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] f specified on the plans. Hardboard p ' FS 4-1 Od box(3"x 0.128") 3 �+ -1 6d common(2"x 0.113")nail f 1 %long ring-grooved underlayment nail 6 6 8311 WOOD DECAY PROTECTION: Lumber specified In the plans ; " i; l+r ;y► :_' 30 / /2 subfloor,wall)' 6 12 as pressure preservative- treated (h.T) shall be in } :j. j. 16d common(3 YZ x 0.162 ) 16 o.c.face nail ( ) 0.200 4d cement-coated sinker nail 6 6 r„ �i.x. '-," r,';•; accordance with AWPA UI for the Intended use and location. 19 „- ,: 1 „ „ f 3/8 }l'� °. "77•�tin «w`Rarlgd 12 Top plate to top plate l Od box(3"x 0.128");or 31 /2 1 8d common nail(2/ x 0.131 ) 6 12 Staple 18 ga., /long(plastic coated) 3 6 Fasteners shall be hot-dipped galvanized steel,stainless 12 o.c.face nail „ steel,silicon bronze, copper or 1/2" diameter or greaterrir 3 x 0.131 nails IOd common 3 x 0.148 nail; or ( ) Particleboard >;,, . f:--'' 32 1 g„- 1 Y4" 1 „ ,: ' 6 12 steel bolts. ,:,•,,,¢1«„,a'.,..r 8d(2/ x 0.131 )deformed nail 4d hg-grooved underlayment nail 3 6 9 4 3 R401.4.1 6EOTEGHNIGAL, Footings and foundations shall rest on ��C,w�RED FEB 1 1 2Q21 8-16d common(3 %"x 0.162");or Other wall sheathing Staple 18 ga., /long, /6 crown 3 6 undisturbed soil with a minimum load-bearing value of 2,000 Face nail on each side of end joint 1 „ psf. Visually graded soils that have this load-bearing value 12-16d box 1/2 galvanized roofing nail, /6 head 6d ring-grooved underlayment nail 6 10 13 Double top plate splice 12-lOd box(3'x110 0.835"o�or (minimum 24"lap splice length 33 �" structural cellulosic fiberboard sheathing diameter,or 1"crown staple 16 a. 1 1/" ion 3 6 % 1 3 Include 6W d GP-gravel and sandy gravel;6M d 6G-silty and ( ) p g : g Staple 16 ga., 1 /lop /g crown 3 6 cl a gravel;SW d 5P-sand and gravely sand;SM d SG-silty ' each side of end joint) g' `� Q 12-3"x 0.131"nails 3 „ :: an c oyey sand. Unsuitable subsoil material encountered g 1 /4 galvanized roofing nail, /6 head 6d ring-grooved underlayment nail 6 10 durtnq excavation shall be excavated and replaced In-situ O t- 34 2%2" structural cellulosic fiberboard sheathing diameter,or 1"crown staple 16 a., 1 1 3 p g /4 long 3 6 2' s Staple 16 ga., 1 s long,%crown 3 6 with /4" crushed stone to a minimum depth of 8 Inches or AOSE. 00 tl- dJ 16d common(3 V"x 0.162") 16" o.c.face nail 1 „ d 1 Y2"galvanized roofing nail; staple galvanized, 8402.2 CONCRETE: Basement walls, foundation walls,exterior = , Bottom plate to joist,rim joist,band joist or 35 / gypsum sheathing 1 „ 7 7 walls and other vertical concrete work exposed to thet- 1 YZ ion 1 /4 screws Type W or S For SI: 1 inch=25.4 mm. p r .0 14 blocking(not at braced wall panels) 16d box(3 Y2" x 0.135"); or 12"o.c.face nail 3 11 g' ' weather shall be air entrained stone concrete with a minimum L r 3 x 0.131 nails compressive strength of f'c,=3,000 sI at 28 days. Porches, 5 �+ d 1 /4 galvanized roofing nail; staple galvanized, 'Y'p g p � • O O - 36 / gypsum sheathing s „ s :: 7 7 a. Nail is a general description and shall be permitted to be T-head modified round head or round head. carport slabs and steps exposed to the weather,and garage Z m 3-16d box 3 V"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 clays. Q 15 2-16d common(2 Y2"x 0.162")• or 2 each 16"o.c. face nail Wood structural panels,combination subfloor underlayment to framing p P p 9 pO 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. t- 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 m ( ) 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. systems shall extend below the frost line, e.,to a minimum OI v % m 37 3/" and less 1 „ y t. 8d common 2/ x 0.131 nail d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 3'-0" below finished grade. O t- 4-8d box(21/2"x 0.113");or 3-16d box 3%"x 0.135" • or 2 „ - „ 8d common(2 Y2"x 0.131")nail;or e. For 5-ply panels intermediate nails shall be spaced not more than 12 inches on center each way. - ( )� 38 / 1 •' 6 12 8404.1.-1 BACKFILL: Backfill shall not be placed against � Z W 4-8d common(2%"x 0.131");or Toe nail 8d deformed(2Y2"x 0.120 )nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minlmum of 1 days. Brace top 0 .�- 4-10d box(3"x 0.128");or lOd common(3"x 0.148")nail;or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speer is less than and bottom of wall during backfill placement. O< IL - 4-3"x 0.131"nails 39 1 8"- 1 Y4" I :, „ 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using O O ' 16 Top or bottom plate to stud 8d deformed(2/ x 0.120 )nail R502.1 WOOD FLOOR FRAMING: Load bearing dimension lumber 131 �- 1L 6 the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer - V < < Z 3-16d box(3 Y2" 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 i b=3,100 psi and modulus W p Q For SI: 1 inch=25.4 mm 1 foot=304.8 mm 1 mile per hour=0.447 m./s; 1 ksi=6.895 MPa. E=2.o x l0 6. 0 - O Z 2-16d common(3 %"x 0.162");or End nail p pC 3-10d box(3"x 0.128");or 8602 WOOD WALL FRAMING: Load bearing dimension lumber shall W Q < 3-3"x 0.131"nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and TABLE R602.3(3) RE REQUIREMENTS FOR WOOD STRUCTURAL PANEL be Douglas fir-larch No.g2 or better. Studs shall be a minimum IL I No. 3,standard or stud rade lumber. - sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of 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 100 a,b,c R'102.3 GYP5UM BOARD: All Interior walls to be covered with J2" H (f 17 To plates,las at corners and intersections WALL SHEATHING USED TO RESIST WIND PRESSURES Top p P 2-16d common(3 y"x 0.162");or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped,sparkled and painted;unless otherwise Q - ry 3-3"x 0.131"nails 2 noted on plans. 0 J � _ b. Staples are 16 gage wire and have a minimum /6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN V W 1 " +: . c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or eater. MINIMUM NAIL MINIMUM WOOD MAXIMUM PANEL NAIL WIND SPEED V R`703.3 SIDING: 3-8d box(2/ x 0.113 ),or p pP p �' NOMINAL uic Exterior wall covering shall be vinyl siding tested �� � 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 po 2-8d common(2 Y2"x 0.131"); or Y Y p pp Y• PANEL (mph) tU with fasteners in strict accordance with the manufacturer's O O D� 18 1 brace to each stud and late ,: ,: . Face nail PANEL SPAN SPACING LL.p 2-10d box(3 x 0.128 ),or e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). Penetration THICKNESS Edges Field Wind exposure category Instructions for high-wind regions. Use stainless steel nails for IL RATING (inches) g p g Y fastening vinyl siding on buildings located within 5,000 feet of � f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 Size orches g y 9 g 2 staples 1 4'� (inches) (inches) (inches o.c.) (inches o.c.) B C D the ocean line. 3-8d box(2/ x 0.113");or i+ thaincn 130 mph as of roof nd shall be ges and spaced 41in hes on center where the ultimate design s shall be spaced at 6 inches on center rwind peed is 1130e the ultimate 1mph or gn greater but speed is ss 2 0'Cx 0 m3" 1.5 24/0 4 16 6 12 140 115 110 R502.1for ra OD OF FRAMI f6. Lood and ceilingdi mists dimension lumber O m 1 „ ,: 2-8d common(2/ x 0.131 ) or less than 140 mph. ( ) J hall be 19 1"x 6" sheathing to each bearing 2-1Od box(3"x 0.128");or Face nail g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Common � 16 6 12 170 140 135 Douglas fir-larch No. 2 or better. 2 staples, 1"crown, 16 ga., 1 %4" long sheathing shall conform to ASTM C 208. (2.5 x 0.131" 1.75 24/16 /6 24 6 12 140 115 110 880minimum net free ventilatinoarea of Xso of the area of the DATE: FEBRUARY 2021 6 ROOF VENTILATION: Soffit vents shall be provided with a 1 h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required 3-8d box(2 �� �� vented space within the soffit. Attic is unvented.x 0.113 ), or blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges p 3-8d common(21/2"x 0.131");or supported b framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to For SI: 1 inch=25.4 mm, 1 mile per hour=0.447 m/s. Rgo5.2 ASPHALT SHINGLES: Asphalt strip shingle wrappers shall pP Y g q g g g P g p � �' � g IPP 3-10d box(3"x 0.128"); or be labeled to Indicate compliance with A5TM D-1156 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 Y4" long supported by framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 acco,or rda�Twith the manufactV-3161 Class urer's and nsshall tructionnsfastened to achieve P g p P pp pypY g p i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule provide two toe nails on inches on center shall be applied with panel strength axis perpendicular to supports. that rating. Use a minimum of six nails per strip shingle. Use 20 1"x 8" and wider sheathing to each bearing Wider than 1 x 8 Face nail p g ' b. Table is based on wind pressures actin toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 3,000 feet of 4-8d box(2Y2"x 0.113" ;or one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on p g Y g saltwater. ( ) the opposite side of the rafter shall not be required. Lateral bracing requirements shall be in accordance with Section 8602.10. DRAWING NUMBER 3-8d common(2%" x 0.131");or j. the opo l is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. c. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 RIo06.2 AIR SUPPLY= All combustion air for factory-built 3-1Od box(3"x 0.128"); or span rating. Plywood siding rated 16 o.c. or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be provided from the exterior of the dwelling A -7 4 staples, V crown, 16 ga., 1 4" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. In accordance with the UL listing. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDINGIF ppp JOIST DETAILS ( ) Load bearing or braced/shear wall Plate nail-16d 0.135"x 3Y2" at above must stack over wall below)) Load bearin or braced/shear wall above Plate nail, 16d(0.135 x 3 Y") 3/8", 12"on-center � 9 R Plate nail, 16d(0.135"x 3 Yz") When sheathing thickness exceeds/ , 2x stud wall at Floor ane/nail- Blocking panel: 1/8"TJ®Rim Board,1 (must stack over wall below when present) ALLOWABLE HOLES - TJ I O Joists at 16"on-center at 16"on-center g P v No load bearing trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2Yz")at 6"on-center �4"TimberStrand® LSL or TJI®joist. g 1Y2"hole may be cut Z Blocking panel: 1 Web stiffener 1Y8'TJ®Rim Board,1/a" Plate nail-16d(0.135"x 3%2") wall above Min.distance from Table A Min.distance from Table B Y Web stiffeners required on Blocking panel: anywhere in web out- required on both q 2x4 minimum Web stiffeners , g P Do NOT ~ TimberStrandO LSL or at 16"on-center* 1/8"TJ@ Rim Board, side of hatched zone 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- g 1/a"TimberStrand® LSL bounds nails, at B3W ONLY 8d(0.131"x 2Y2")at 6"on-center* 0' 1 , " or TJI joist 8d 0.131"x 2/2" a 1/a TimberStrand® •• A 1A Rim-to-joist Web Stiffeners required 4"on le ) LSL rim board. Ys Web stiffeners 6" O 6' O 1 required on both nail each side at A3._W B 1 B 1 W sides of both joist 6" L, 2 x D, D, Closely grouped round L 2 x L D Toe nail-10d(0.131 1 2 2 2 s^ s" Toe nail, Toe nail, 1Y8"TJ®Rim Board A3/A3W When sheathing ends at B4W ONLY No field cut minimum holes are permitted if minimum No field cut Do not cut O ( x 3")at 6"on-center 10d(0.131"x 3") 10d(0.131 x 3") TJI®rim joist only)or thickness exceeds 7/8", 12" Web stiffeners required DO NOT holes In (applies to all holes the group perimeter holes In holes larger at 6"on-center at 6"on-center min. End of joists at hatched meets requirements for hatched + - IL 1Y4"TimberStrand® LSL. trim sheathing tongue 3 " on both sides at B1 W cut holes In cantilever except knockouts) q than 1/ r For rim board thicker than 1/ centerline :ones round or uses 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 Table A - End Support w Toe nail-10d(0.131"x 3") required on both Must have 13/4"minimum * Installproper blockin to nail.Top nail from TJI joists into rim board. Blocking panels may be required pp a at 6"on-center g g P Y q * sides at Al W ONLY * joist bearing at ends. Attach �c 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 L e O O j p a O O 63 B3W 64 B4W TJI® Z Al A2 A2W elm joist per A3 detail. A3.1 A3.2 A3.3 nail from side of parallel closure into rim board, walls above or below-seg detail B1 below-see detail B1 Jolsr ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 A3.3 *For additional installation specifications see Rim Board A3.4 t * DEPTH 2" g•• 4" 5" s�" 7" a'/a 11~ 13' 2~ 3' a~ 5" 6y~ r e/' t1~ ,3^O Nail through 2x cantilever,wood backer and 110 r-o" r-s" 2'-0" T.0" s'-o" r-0" 1'-6" 2'-6" T-6" 4'-6" N V 1 Weyerhaeuser Installation Guide fol-Floor and Roof Framing,TJ-9001. O O O W Details and Installation in Weyerhaeuser Installation Guide 1%"TJ®Rim Board or 1Y4"TimberStrand® LSL. TJI®joist web with 2 rows 10d 0.148"x 3" Blocking 1 ( ) 9�„ 210 r-o" r-s^ 2'-6^ 3'-0" s-s" r-o" r-o° r-s^ a'-o^ s'-o^ Q 1 ,_ for Floor and Roof Framing,TJ-9001. Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 230 1'-s' z'-o" 2'-6" 3'-6" 5'-6" 1'-0" z'-o" 3'-0" a'-s" 5'-0" Q - top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3%")nails with 3%"TJI® 360 1'-6" 2'-0^ T-0" 4'.0" F-0" 1'-s" 2'-6" T-6" 5'-0" 5'-6" (V (r with connections equivalent to floor panel joist flange widths. 560 r-6" 2'-6" T-6" s-o" T-0^ 2'-0" T-0^ 4'-0" 5'-6" 6'-0" 110 1'-0" 1'-0" 1'-6" 2'-0" 2'-6" •- " 5'-s" 1'-0" 1'-6" 2'-0" 2'-6" 4'-6" 5'- " 6'-0" # 1--- 6'-0"length of TJI®joist 8"diameter maximum hole for 11%"- 1Y8"TJI Rim Board 1%"TimberStrand® schedule. z10 ,'-o° ,'-s° r-o" 2•-0° 3'-0" 3'-s" s'-o" r-o° ,'-s" z'-s" 3'-0" s'-o" 5'-s" s'-6" _ reinforcement and filler 16"deep blocking panels;6"diameter 11'' 11 4'-0"length of 8"diameter maximum hole for 11%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 111/" 230 1'-0" 1'-6" 2'-0^ 2'-6" T-0" T-6" 6'-6" 1'-0" 2'-0" 2'-6" T-6" 5'-6" 5'-6" T-o" J-�-1 with one 8d(0.131"x 2/ ) 360 r-6" 2'-0" T-0" 3'-s" 4'-s" s-o" T-0" n6" 2'-6" T-s" 4'-6" 6'-6" 6'-6" T-6" (� 3/4" 1 „ 7 „ one each at top and bottom flange. 1 " i-•1 reinforcement on 16"deep blocking panels;6"diameter with 9/ and 11/ TJ I0 or shorter than 12"long. Attach reinforcement to joist nail at each corner F1 applies to 560 1'-6" 2'-6" T-0" 4'-0" 5'-6" 6'-0" e'-0" 2'-s" T-6^ 4'-s" s'-6" T-0" T-6" 8'.0" 8"diameter maximum hole for 11 one side at E2,both joists. Do not cut flanges. 1 7 maximum for blocking panels 9Y2" J 110 T-o" r-o° r-o" r-o^ r-s" 2'-0^ 3'-0^ 5'-6~ r-o" r-o• r-s" z'-o" 3'-s" a'-o" s'-o~ e'-o^ Web stiffeners /"-16"deep blocking panels;6" sides at E3 deep or shorter than 12"long. with one 8d(0.131"x 2Y2") Horizontal blocking uniformly 210 1'-0" 1'-0" 1'0" 1'-s" 2'-0" z'-6" 3'-s" s'-o" 1'-0" 1'-0^ z'-o" 2'-s" a'-o" a'-6" 6'-s" s'-s" Load from above required on both diameter maximum for blocking Do not cut flanges. 1Y8"TJ®Rim Board 1Y4" nail at each corner panels between each loaded joists 14' z3o 1'-0" 1'-0" 1'-0" 1'-s" 2'-s" z'-6" a'-o" 7'-0^ 1'0" 1'-0" 2'o" 3'-0~ 4'-0" 5'-0" T-0" 9'-0" sides at E1 W ONLY panels 9Y"deep or shorter than TimberStrand®LSL. Nail with joist. Nail to top plate with only. 360 1'-0" 1'-0" 1'-6" 2'-s" 3'-s" 4'-0" 5'-6" 8'-0" 1'-0" 1'-6" 2'-6^ 4'-0" 6'-0" 6'-6" 8'-0" 9'-6" r 12"long. 10d(0.131"x 3")nails,one 12"length of 3/a" connections equivalent to Wood A �t<` 5so 1'-0° r-o" z'-o° 3'-0" 4'-s" 5'-0• 6'-s" s'-a' 1'-6" 3'-0" a'-o° 5'-0" 7'-a' r-s° s'-o" 10'-0" )1 Do not cut flanges. 1Ye"TJ®Rim Board or 1Ya° each at top and bottom flange. reinforcement on floor panel schedule. backer ad-`�e4e. o���� z10 ,'-o" r-o° ,'-o" 1'-0" 1'-0" r-6• z•-s° 3'-s" 6'-0" r-0" 1'-0" r-o" 2'-0° T-0" T-s" s'-6" 8'-#11"I" O TimberStrand® LSL. Nail with 12"length of 3/" o vie et ca���00r 16 iso 1'-0" 1'-0" 1'-0" ,'0" 2'6" 2'-6" 4'6" 6'-6" 9'0" 1'0" 1'-0" 1'6" T-0" 5'-0" V-6" 9'-o-- 1 10' ' one side at E5, 0d(0.131"x 3")nails,one Attach reinforcement to both sides at E6 X12 eI ��` each at to and bottom flange. Full depth vertical reinforcement on one side �ti`� �Eo 560 r-o" r-0" 1'-0" r-o" 2'-s" T-0" s-0•' T-6" 10'-0" r-0" 2'-0" 3'.0" 4'6" 6'-6" T-o" 10'0° t P g joist web with 3 rows P at E7,both sides at E8 F1 Ga e�0�r lVn 4" 5" 6" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 8•' 10•• 12" 15~ 17" ' l Old(0.148"x 3")nails at 6" blocking between � � Attach reinforcement „ on-center,clinched.Use 2 each joist iso 1'-o" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 5'-6" 10'-0" 1'-0" 1'-6" T-0•' 4'-6" 6'-0" 10'-0" 1r-0" 13•-6" 2x4 minimum 0 O O Less than 5" ts" to joist flange with 2'. (<` rows with 9y2"and 117/8" Less than 5" E7 E8 5so 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-6" T-0" 11'-0" 2'-0" 3'-6" 5'0° 6'-6" 8'-0" 11'0° 12'0^ la's" squash blocks p„ 8d(0.131"x 21/2")nails at 6" ad`s TJI©joists. 360 1'-0" ,'-o° r-o^ r-o" r-o° z'-o" 4'.0^ 14'-0" 15'-6" ® 2'. O O 1 Gap*: WEB STIFFENER ATTACHMENT 20 560 ,'-o" r-0" r-o^ 1'-0" r-0" 2'-0" 4'-s" s'-o" 1r-s° 1'-0 -s" -0^ T-o" 1o'-s° 13'-0' ,a'-s° 1s'-o" 1Ys"TJ Rim Board or �� on-center.When reinforcing E5 E6 I- CS Use 2x4 minimum squash bhtcks to 1Y4"TimberStrand® LSL. Face grain mak both sides,stagger nails. Y8"minimum 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•. 23/4"maximum Table B - Intermediate or Cantilever Support nails,one each at top and (1%"for TJle Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support bottom flange. Option#1. 560,560D) See sizes below. JOIST rJl® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subfloor TJI®joist blocking with end DEPTH 2•' 3" 4" 5" s%~ 7" 8%'• 11'• 13" 2" 3" 4'• 5~ 6%- 7" 87/~ 1r• 13" blocks installed at 1 joist-span Web stiffener both sides. adhesive to all /j p See sizes below. *With point load from above,and no support 110 2'-0" 2'-6" T-6" 4'-6" T-6" 1'-6" 2'-6" T-6" 5'-6" 6'-6" Flush bearing plate required. Structural exterior sheathinglocations using p pp contact surfaces g below,install web stiffener tight to to flange y,Z. 210 2'-0" 2'-6" 3'-6" 5'-0" 8'-0" 2'-0" 3'-0" 4'-0" 6'-6" T-6- be height muse Double TJI®Joist Filler Block: Hanger Backer Block: Install ti ht Maximum Y4"overhang g p g be a minimum of 60% g g Flashin two 8d(0.113"x 2)i") Ti ht fit 230 2'-6" 3'-0" a'-o" 5'-6" e'-s" z'-o" 3'-s" a'-s^ s'-s" 7'-6" Attach per the table.Clinch to to flange(tight to bottom permitted at beam. g g (gap at bottom flange) ofjoisrdepth P P 9 ( 9 P � nails or NailingRequirements iso 3'-0" a'-o° s-s" 6's" s'-o° 3'-0" a'-s° s'-s• T-s° e'o" nails when possible. flange with face mount hangers). Treated 2x_ "'aQa 2y"screws, ® Depth Minimum Web q 560 T-6" F-0" 6'.0" T-6~ 10'-0" 4'-0" 5'-6" 6'-6" 8'.0" 9'-0" Clinch nails when possible. , led er o 1 atypical TJI Joist Series (in.) Stiffener Size Type Number Nails 110 r-o" r-o" r-6" T-s" a'-o" 4'-6" 8'-6" r-0" r-6" 2'-6^ 4'-0" T-0" T-0" 91-6" g �� (�` End Intermediate 210 1'-0" T-0" 2'-0" T.0" 4'-6" F-0" 9'-0" 1'-0" 2'-0" T-0" 4'-6" 8'-0" 8'.0" 10'-0" �• See fastener , $ 110 All 5/"x 2516"(" 117/8" 230 1'-0" 2'-0" 2'-6" T-6" 5'-0" 5'-6" 10'-0" 1'-0" 2'-6" T-6" 5'-0" 8'-6" 9'-0" 10'-6" �''• 1/8"TJ®Rim Board or 1Ya" 360 2'-0" 3'-0" 4'-0" 5'6" T-0" T-6" 11'-0" 2'.0" 3'-6" S-0" T-O" 9'-6" 9'-6" 11'-0" table below.Maintain 210 All 3/a"x 25/6"l" 8d Top mount 2"distance(minimum)from TimberStrand LSL. 230&360 All 7/"x 25/16'"' (0.113"x 2%") 3 3 110 r-0" 1'0° ,o^ V.0" r-0° 2-s" �a's" 8'-6" 3'-0^ ,'0" 6=0" 2'-6. 1s-0" X6'0^ X9'0" 12'-0• hanger edge Of ledger t0 fastener. Option#2: ' 210 T-0" T-0" 1'-0" 1'-0" 2'-6" T-0" 5'-6" 9'-6" P-0" 1'-0" 2'-0" T-6" s'-0" T-0' 10'-0" IT-0- Face noc installed at/ 16d 14" 230 T-0" T-0" 1'-0•' 2'-0" T.6" 4'.0" 6'.0" 10'6" 1'-0" 1'-0" 2'-6" 4'-0" 6'-6" T-6" 11'-0" 13'6^ Backer block joist-span locations using two 2 560 All 2x4'2' (p.135"x 3%") Face mount Allowable Load(Ibs) 360 1'-0" 1'0" 2'-0" T-s" 5'-6" 6'-0" 8'-6" 12'-6" 1'-0" 2'-0" 4'-0" 5'-6" 9•-o" ,0•-0" 12'-0" 14'-0" hanger both sides of web Fastener 1y4"TimberStrand® Yz"screws per joist,typical with single TJI®joist lye'TJ®Rim Board 18" 4 4 560 1'-0" 1'-D" 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 2x4'2' 16d 5 5 z10 r-o" r-o° r-o° 1'-0^ r-o" r-0" 3'6" 6'-0" ,o'o" 1-0" ,'-0" r-0" r-6" 4'-6" SAY 10'.0" 12'6" 16'-0" Web stiffeners required if sides of j,"lag bon 610 480 22"(3) (0.135"x 31z" 16„ z3o r-o" r-o° r-0" r-o° r-s^ '-0^ a'-o" 6•-6" ,r-o° r-o" r-o" r-o" z'-s" s'o" s'-o" 1o'-s" 13-6" ,s'-s° With top mount hangers,backer block required only Directly applied ceiling ) 6 11 iso 1-0" r-o^ r-o" r-o" 3'-0" a'-o" s'-s" 10'0^ ,3'-s" 1-0" 1"-0" r-0" 4'-0" T-s" 6'-s" 13'-6" 14'-6" 1T-o^ H1 hanger do not laterally support at HZ H3 24'(3) 6 13 g for downward loads exceeding 250 lbs or for uplift • Corrosion-resistant fasteners required for wet-service applications. PB1 560 ,'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-6" 7'-0" 11'-0" 15'-0" 1'-o" 1'-0" 3'-6" 5'-6" 9'-0" 10'-0" 14'-6" 16'-0" ,8'-0" O least/"of TJI"joist top flange conditions.For nailingrequirements see page 5,TJ- LA When specified on the layout, One of W (1)PS1 or PS2 sheathing,face grain vertical ((� q P 9 V 9001 Weyerhaeuser installation Guide for Floor and O the bracing options above is required (2)Construction grade or better 4~ 5" 6" 7" 8~ 10" 12^ 15" 17• 4" 5^ s" r a" 10^ 12^ 15~ 1r y 3 Web stiffeners are always required for 22"and 24"TJI®560D Joists 360 1'-0" r-o" r-0" r-6" 3'0" 6'-0" 9'-0" 15'-0" r-o^ r s' 4'-0" s'-6" s'-o" 1a'-6. 16'-6" 166" Roof Framing, TJ-900L 1s~ 560 1'-0° „o^ 1'-0" r-o" z'-o° s'-o" 10'-0" 1s'-s" 1-0" 3'-s" s'-o" BEAM DETAILS FASTENING of FLOOR PANELS 360 r-0" r-o" r-o" 1'-0" 3'0" 6'-0" 1r-o" 15'-6" r-0" r-0" Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES *'- 20" 560 1'-0" 1'-0" 1'-0" 1'-0" ,'-0" 1' t► 1 \ m t•-- O TJI0(1)(2) Rim Board 1y2" TJIqD Joists 110 210 230 or 360 560 Rectangular holes based on measurement of longest side. t 1-J tJL BEARING FOR DOOR Nail Size 110,210, 360 and a"TJ®Ri 1Y" TimberStrand®LSL Microllam® Parallam® Depth 14" 9%"or 14"or 18"or 7 14"or 18"or • (minimum) p j g 1 •U Z BEARING AT WALL BEAM TO BEAM BEARING AT 9�"or 9/z"or 14"or Leave Y"of web minimum at to and bottom of hole. DO NOT cut oast flan es. w to OR WINDOW HEADER CONNECTION CONCRETE WALL and 230 560 Board TimberStrand®LSL or wider LVL PSL p 117/8,• 11l/s" 16" 11,/'• 16'• 20" 11 16" 20" . Tables are based on uniform load tables in current design literature. Z Z < d� Z lY 8d(0.113"x 2y2"),8d(0.131"x 2�") 4" 3" 6" 4" 3" 3" 3" Filler Block(1) 2x6+3/'• 2x8+3/" 2x6+jz" 2x8+h" 2x12+y" Two Two Two J T- 43-J w 1 s"TSD Rim Board Or Strap per code if top plate 2x6 2x8 • For simple span(e minimum),uniformly loaded joists used s residential applications,one maximum size round hole maybe located - Z w IOd 0.148"x 3" ,12d 0.148"x 3y4" 6" 4" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 1Ya"TimberStrand® LSI_or IS not continuous Over ( ) ( ) 4" 4" at the center of the joist span provided that no other holes occur in the joist. (� � � 'd 16d 0.162"x 3Y" 6" 6" Cantilever 2x6 2x10 2x6+38" 2x10+%" 2x6+yz' 2x10+yz" o blocking for lateral support header ( ) a 8 6 Filter 4'-0" 6'-0" sheathing sheathing sheathing sheathing Not Not applicable ��►yJ LU (3Z 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) tong long 4'-0"long 6'-0"tong 4'-0"long 6'-0"long applicable ALLOWABLE HOLES - Headers and Beams < I'Z' a Z t- O LU panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block(1) 1.55E TimberStrand® LSL Headers and Beams Q- `U > (Z w ® O Strap per code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI 0 joists. 2 For non-diaphragm a applications,multiple rows of fasteners are permitted if the rows are offset at least M."and staggered. (Detail F1 5/"or 3/" 3/a"or z/" %"or V Net 2x6 2x8 2x12 N plate is not continuous ( ) pp p p gg or H2 ++- Y_- m V < over column (3)With 10d(0.148"x 1'/P)nails,spacing can be reduced to 3"on-center for light gauge steel straps. ) 2 x diameter of the j� O LD } �Q d Top mount (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1 %8°(to avoid splitting). (11 If necessary,Increase finer and backer block height for face mount hangers and maintain'/e"ggap at top ofjoist;see detail W.Fillerand backer largest hole(minimum) O t� ���ccc--- b//ock dimensions should accomodate required nailing without splitting(12"minimum for backer locks and 24"minimum for filler blocks). Q hanger Protect untreated (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 %s"(to avoid splitting). Y depth ■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 9 9 P 9 9 q 9 9 � ,� �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,TJ-9001. o O O ■Nailing rows must be offset at least Y"and staggered. 0 0 0 0 0 literature for framing connectors ®. 1.55 E TimberStrand LSL ■14 ga,staples may be substituted for 8d(0.113"x 2 yz")nails if minimum penetration of 1"into the TJI foist 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 panels,hangers,or direct attachment to 9Ya„-9Y2" 3" Multiple-Member Connections for Top-Loaded Beams ® • a rim board or rim joist. 8„ 6° 11y4"-11%" 3%"' TJI joist framing does not j Fastener Installation Requirements j g 14"-16" 4% Pie,e #of Fastener require bridging or mid-span El General Notes See illustration for allowed hole zone ,,•••>*tep.,, Width Plies (1i blockin • Allowed hole zone suitable for headers and beams with °°•! 1" °' *' Type Min.Length #Rows O.C.Spacing Location When fasteners are required on both g .d"' a4 ^ uniform and/or concentrated loads anywhere along the member. �:`.. �,• "••_•t-:t/A`;^,• � sides,stagger fasteners on the second ti ,+, G�,,• 10d nails 3" 3(2j • Round holes only e.. +•s'. t C� r BEARING AT 12" side so they fall halfway between • No holes In headers or beams in lank orientation. Imo`=^C' •''1""/ f°34! J COLUMN 2 12d-16d nails 3 Y4" 2j2' One side fasteners on the first side. p •+�: 1��. f t , j Screws 33/8"or 3Y2" 2 24" (2) DO NOT bevel cut joist 10d nails 3" 3 + 12" Both sides AlO H2 joint Other Trus Jaist® Headers and Beams ��- 12d-16d nails 3 Y4" 2(2) beyond inside face of wall. Rim board Microllame LVL B ) +r E2 between joists t'�).• r 1 3 1 DO NOToverhangseatcuts 1.3E TimberStrand® and Parallam®PSL 3 3 1 ✓, i n ..+ a ••"� w".41;x' 1✓a" 3/8"or 3/2' Both sides On beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y depth Screws 2 24" Load must be applied evenly across 3 face ofsu ort member, largest hole(minimum) P 5" One side entire beam width.Otherwise,use pP DO NOT cut,notch or drill ,,..,' ,y•+ Verify column capacity 10d nails"' 3" 3'2' One side connections for side loaded beams. `r r� FEBand beam bearing 12" (per I 'I Y ERED 3 1 , ���� L5 length.See current 4 ply) o 0 0 illustrationslnand tables. 12d-16d nailsj3' 31/a" 2'2jd holes In headers or beams O Weyerhaeuser literature. 5"or 6" Both sides y o 0 0 Screws 2 24 Multiple pieces can be nailed or bolted together to CS 6 3/" One side form a header or beam of the required size,u to a TJI®rim joist L6 q P Microllam® LVL and Other Trus Joist Beams 5"or 6" Both sides maximum width of 7" 1Y8"TJ®Rim Board or 1X4" Parallam®PSL 0 Header or Beam Maximum Round 1 2 Screws 6 3/4" 2 24 One side O L3 TimberStrand® LSL. allowed hole zone Depth Hole Size 3/2' A2 �"bolts 8" 2 24" - middle Y3 spar, 4%" 1" O It 5Y2" 13/4, d 1.3E TimberStrand® LSL allowed hole zone d (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SOW,WS,or Truss-LOK-EWPr"". .,• B1 L1 7ya-20 2 i" COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 See illustration for Allowed Hole zone n (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 Q Q n m B2 I 1L BEAM ON • Allowed hole zone suitable for headers and beams with uniform loads only. O Z 10 • Round holes only O COLUMN CAP NAILING AT BEARING FLOOR LS No holes in cantilevers. m TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist B3 • No holes in headers or beams in plank orientation. x 01 m , o (Load bearing wall above) IV'TJ" Rim Board or 1 Joist may be shifted u to 3"if Use B1 or B2 at • 1/4"TimberStrand LSL. One 10d(0.128"x 3") p r ® Y P B4 9 WARNING � �floor panel edge Is supported O Intermediate bearings One 8d(0.113"x 2%") nail into each flange and span rating is not exceeded. Joists are unstable until braced laterally nail each side.Drive Do not cut joist flanges. with load bearing or O Q 1L nails at an angle at Plumbing Drop braced/shear wall Bracing Includes: O I Q O j r Strut Lines O �[ O least 1Y"from end. End of joists from above • Hangers • Rim Board • Rim JoistLL P1 • Blocking • sheathin 3Yz"minimum at centerline L2 < J V < < Q Z COLUMN BASE intermediate bearing Also see detail e2 of support w �_ IL 1Y4"minimum end bearing g single-family applications 5%"may be required P I Z V for maximum H1 , �� _ � < < I._. Shear transfer.Connections equivalent capacity o r X E _1 to floor panel nailing schedule . �, ry I-- F- `I. n Rim to TJI®Joist O ° DO NOT walk on joists DO NOT walk on joists DO NOT stack building QAJ 1� di until braced. that are lying flat. materials on unsheathed N 1'/a"TJ®Rim Board, TJI®560 rim joist:Toe o ;•z.;,:;f, Additional joist is required if 1Y4"TimberStrand® LSL or nail with 10d(0.128"x 3") floor panel edge is unsupported L4 O INJURY MAY RESULT. joists.Stack only over V - TJI®110 rim joist: nails,one each side of or ifs an rating is exceeded. !' •, WARNING NOTES: beams or walls. w P2 One 10d 0.131"x 3" nail TJI®joist flange TJ 560 P g O LA Exterior Deck DO NOT use sawn u O ( ) 1 g '•. .. Lack of proper bracing during construction can result in serious --► into each flange floor joist :� O Attachment P accidents.Observe the following guidelines: _ g Structural /umber for rim g g O w TJI®210,230,and 360 rim ° O 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. I1-. O 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 t(j d) 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. - O 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 F' m Top View Locate rim board joint between joists. O Safety bracing(1x4 engineered/umber. joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a 0 •Squash blocks and blocking panels carry stacked Protect untreated wood o minimum)at Won-center(6' worker or one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJI®110 joists)and 4.Sheathing must be completely attached to each TJI 0 joist before additional loads can be placed on the system. of a TJI®joist(with web stiffeners)is not a substitute concrete 1Y2"knockouts at O H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. :,::.-,• 1Ya"TJ®Rim Board or 11/a" for squash blocks or blocking panels. approximately Fasten at each joist with 6.The flanges must remain straight within 112"from true alignment. TimberStrand® LSL. 12"on-center 1 Warning: Drilling,sawing, DATE: FEBRUARY 2021 ",;>«: ?: ,••, two 8d(0.113"x 2/")nails minimum g: g, g,sanding or machining wood products generates wood dust.The paint and/or coating on this •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit w .comfinform. Optional plumbing or HVAC. P3 non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or of wall or beam 1-J0I5T DETAILS grout One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microliam, Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. ©2014 Weyerhaeuser NR Company. All rights reserved. 1Y"minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJIJoistlnsta/liation Guide, TJ-9006, which should be referenced for additional information. - i TONN COMMENTS �■ o z II AURORA ' ' o W A GUAL I TY NEN BIOME MODEL 3Y OA51 S AT MATTI TUCK, GORE. z 1 11 Z � 0 Q N O #' > UA 1� — 12- tO El V R w O N dJ i dJ --- - - - - - - - - - - FINISHED 5EGOND FLOOR V OL 1�. p El 0 �® El ■ ■ 00 ua (b z, Wz o �- �: 2Zw 3EElE ® ® ■ E �- o � — — J�- OJw FLOOi, AREA TABLE tw°u iu o 4 wz rpw FINISHED FIRST FLOOR LOOR Q W pFIRST FLOOR 1,215 sf Q � �` p I 1H EI-0 EL— Eim-11 - - - - - SECOND F 1,202 sf GARAGE 552 sf U O 5 > �Q ® ® li El ElEl BASEMENT 1,226 sf / p < d FINISHED C�RliD PORCH 241 sf z I I I I• la I � ^^ � � TOTAL LIVING SPACE 2,411 sf I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I CONDITIONED FLOOR AREA 5,645 sf I 1 I I I I I I I (I NGLUDE5 BASEMENT) - INFILTRATION VOLUME 31,200 at I I I I I I I I I I I I I I I I I (INCLUDES ATTIC, 4 BASEMENT) I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ■ ■ �—■ ■ — ■ ■ ■ ■ ■ ■ — ■ ■ ■ ;wa�� �i•�,s j°.""*• Esc��(' •'" e°nl - - - - L ■ — �I— J — - - - - � - - - -� - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ IIID (]'rAf�.� �.: � - -� _ - - - - - _ _ _ _ - - I �X TO L�i��l�l11�Cs DRAWING No. NU COVER 8 ELEVATIONS A-I swi'�: ± �r, . , . FOUNDATION PLAN A-2 ✓' "� ;?' 4'� �•'' �'';_� FRONT FIRST FLOOR PLAN A-3 2nd FLOOR PLAN A-4 3., HALL BRACING 4 ROOF PLAN A-5 D�_IV�RED OCT 2 6 202( SCALE: 1/4" = 1 ft SECTIONS 8 DETAILS A-6 NOTES A-1 TJI-DETAILS A-a ° p r O r O O Q" c i O 43 m r 12 O 0 Z —�5.25 � 0� Q o ac �-- a Z w � � Z F0_1 F-11 << OL < 12 p-I _ 15.25 d OL - - -------------- ---------- ----- -- --- ------- ---------------------------- —--—--—--—-- -- -----------—--—--—--------- ------ ---------—-- (s)_ 611) 5 uw uLu < � 13 uj 0 to �m o ----------- ----- — ------------------ ---- ------ ------------ ------ ----- ------------------------ — ---- --------- -------- ----- ------------ -------- -------- ------------------ - J 43 DATE: FEBRUARY 2021 COVER 4 SIDE ELE�IAT 101 REAR ELEVATI 011 SIDE ELEVATION ELEVATIONS - SCALE: I/8" = I ft SCALE: I/8" = I ft SCALE: I/8" = I ft DRAWING NUMBER JL__ A == I A F- A-6 235# ASPHALT 5HIN6LE5;MIN. (4)-FA5TENER5 PER z Z STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE " [RgO5.2.6] O 37'-4' 24-4 No. 15 ASPHALT FELT UNDERLAYMENT[RG05.1.1] TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 8" CONCRETEES STEM WALL ON 14'-8 I/4" -7'-5'-5 I/2" E&REWINDOW WELL SELF-ADHERING POLYMER-MODIFIED 16" x 8" P.G. FOOTING 24 I j 2x8 [Ur-3B] P.T. LEDGER BITUMEN IGE SHIELD BARRIER[RCIO5.1.2]_ - - -- - - - - - PROVIDE FALL PROTECTION �� INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES I/2' x 4" GALV. LAG SCREWS AT 16" O.G. r - - - (NF, LH \ STAGGERED [R507.g] I - - - P.G. FTG 4-6 IL 36" INSIDE EXTERIOR WALL LINE FOR > 8:12 SLOPES -i I/2" STRUCTURAL PANEL SHEATHING [R803.2] 0 - BASEMENT ENTRANCE STAIRS W t -I -- 1 -- , 8" REINFORCED CONCRETE RETAINING WALL R-3g CLOSED-CELL SPRAY FOAM (SPF) INSULATION (2)-2x10 P.T. 6DR� Q t � � J I I #4 REBAR AT 12" ON-CENTER EACH WAY (Lj W W -{ �t o STANDARD HOOK AND LAP INTO 16" x 8" P.G. F- m DECK F _ �p I I FOOTING. 2" MIN REBAR COVER 0 N 1W10" ABOVE CL � SOLID WOOD BLOCKING z" - - - - - - - - - CEILING JOIST Q cI- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - DRIP EDGE [Rg05.2.8.5] N2 6 GASEME I6'-O"ERE pWIx8 WOOD FASCIA II T 1/2" GYPSUM WALLBOARD ISOFFIT VENT - N POURED CONCRETE FOUNDATION STEM WALL I I 7X6"R 1 I UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING I DOUBLE 2x TOP PLATE I VINYL SIDING. ATTACH THROUGH RIGID L - - - - - - -' - - - - - L - - - - - - dJ MINIMUM 24" LAP SPLICE LENGTH [R602.3.2] (( INSULATION TO WOOD FRAMING PER MINIMUM 3'-0" BELOW 6RADE - -- - -- - _ -- - -- _ - � MANUFACTURER'S INSTRUCTIONS FOR HIGH-WIND EMERGENCY ESCAPE +€ RESCUE OPENING I �- - - - - � AREAS AND TO RESIST A MINIMUM 28 psf GAS WATER HEATER [R31O] GONG PLAT 611 A D IL I .7.8 SUCTION LOAD (EXPOSURE B) OR 40 psf { } J HW A. O. SMITH o I AND 5TEP5 _ GPVT 50 200 3068 I O <- DN 13 RISERS O (EXPOSURE G). I- CAPACITY = 50 al BASEMENT C 9 F- 4" P.G. SLAB I I DRYWELL `r in i i - � in 0 i L 4_411 - L LL PLASTIC HOUSEWRAP INSTALLED OVER FOAM � 0 1 NOTE: INSULATION. INSTALL AND TAPE ALL SEAMS PER OL N I - - - - - - - - - - - - - - - - - - -- -- - - - - - i 2x4 WALL STUDS AT 16" O.G. MANUFACTURER'S INSTRUCTIONS [R703.2] L _- I m HOLDOOWNS ARE AFGO ZIP MODEL 4X F 23'-6" 1 1 R-15 UNFACED FIBERGLASS BATT INSULATION O NOT REQUIRED FOR 4" STEEL COLUMN I R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XPS) 2' ON 2'-6"x2'-6"x12" DEEP P.G. FTG. I 1/2" GYPSUM WALLBOARD R1610 FOAM INSULATION. INSTALL U51NO 1 THIS PROJECT. w/(3)-#5 REBAR EACH WAY I I I I GAP-HEAD NAILS WITH A MINIMUM 5/4" I (3)-1.75 x 11.875 LVL GDR (TYPICAL-4) R-13 2" CLOSED-CELL 5PF INSULATION 16" O.C.TIOd SPACED 12' O.G. PERIMETER AND (ENGINEERED DESIGN) FLOOR PLATFORM JOIST NOT SHOWN) 1/2" STRUCTURAL PANEL SHEATHIN& i- r I � I ... �_ I ,.�, ' I ��,.__ I � 3/4" STRUCTURAL PANEL SUBFLOOR 2x SOLE PLATE U L - J L _ J L _ _ J BEAM POCKET I i 2x BAND JOIST m I 0 1 I 1 (TYP-2) 2x6 PRESERVATIVE TREATED SILL [UG2] FLOOR JOISTS -- � -- - - I I - COPPER 51LL RMITE SHIELD I(3)-2x10 FL HDR i(3)-2x10 FL HDR SEAL- L - 11I 1 010 i _ „ I U XGAVATED I cV EXTEND 51DINO TO WITHIN 12" OF FINAL AFGO ZIP MODEL 4X 1 0O o WOOD SILL PLATE TO FOUNDATION ANCHORAGE GRADE FOR HISTORIC DISTRICTS v 4"0 STEEL COLUMN 0. I I I I [R4O3.1.6] Ip" I o ON 2'-O"x2'-O"x10" I N O 10" I I 10" MINIMUM Y12" d1a. ANCHOR BOLTS SPACED NOT DEEP P.G. FTG. -- 1 m 1 I I I I GREATER THAN 6 FEET ON-CENTER EMBEDDED (� ' (TYPICAL-2) 7 1 (2)-2x10 NOT LE55 THAN 7" INTO CONCRETE OR &ROUTED FINISH GRADE `►J - - - - I < U_ 1 FL HDR 1 I 1 I GELLS OF CONCRETE MASONRY UNITS. THE Z O I I O I I ( BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD OF THE WIDTH OF THE PLATE. A NUT AND z 0 p N I I Q N I I I WASHER SHALL BE TIGHTENED ON EACH ANCHOR 6 I I Q cv N 1 I I I I I ( BOLT. THERE SHALL BE NOT FEWER THAN TWO 1 1 1 U) H N X 2 6 I BOLTS PER PLATE SECTION WITH ONE BOLT 1J-1 4 uN� ( I I 1 LOCATED NOT MORE THAN 12 INCHES OR LESS z _p�V)v i� z m W z 1 tY DECK LATERAL CONNECTION [R5O7.q.2] I I I 13'-O" I I 1 i THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH (3 O ul 3 0. 't z- END OF THE PLATE SECTION. WALLS 24 INCHES - .. N } Q _l W N 51MP50N DTT2 1 I I I I TOTAL LENGTH OR SHORTER SHALL HAVE NOT N Q z z W 1 INSTALL IAW MANUFACTURER'S I- - - - - - - - - - I I FEWER THAN ONE ANCHOR BOLT LOCATED IN THE - 3J - I SPECIFICATIONS J` J Q �" 0 r O z _ -I I I CENTER THIRD OF THE PLATE SECTION AND =i N Lo -8" 1 (TYPICAL-6) I I I I DROP FOUNDATION BELOW SLAB DROP FOUNDATION BELOW SLAB I I SHALL BE ATTACHED TO ADJACENT WALL Q w u m J O z z AT DOOR OPENINGS _ - - - - - AT DOOR OPENINGS- I PANELS AT CORNERS AS SHOWN IN ITEM g OF Ca Q N V �;U Q < a'Iii 0 W TABLE RbO2.3(1). Q [A 0 z�-r p- � ® � r- - - r - - - -- 1-4, -- - - - - - - -� i o3 wo�oaa ,�cYt� < '�OtX -- -- -- I DEGK I __ - mIY (2)-2x10 FLUSH z - 0 1X < (2)-2x10 FLUS+I O w L _ � � AaovE - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - Q �� � �Q � d - - - - - - - o - - - R-fl BASEMENT WALL BLANKET INSULATION O v w 0.�� O w O � } �Q '� �J r P.G. FOUNDATION WALL O O N z Q i I I I CONTINUOUS HORIZONTAL REINFORCEMENT: ONE No. 4 z r !Y (� Q , - _ _ _ _ _ _ _ _ _ BAR WITHIN 12 INCHES OF THE TOP OF WALL STORY `� O O1Ul-! a'-2 2'-q t� 8-O 2'-a a-2 2-1 2_5118-4 I-8" 8-4' 3'-4' AND ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL _ _ N z " .xD EXPANSION JOINT Ad 7r STORY [TABLE R4O4.1.2(I)] <0 N 2x8 [UG3B] P.T. LEDGER z - rO dJ 1/2"(P x 4 &ALV. LAG SCREWS AT 16 Q O.G. STAGGERED [R507-g] F - -1 I- - -1 F - __1 _ _1 _1 4" P.C. FLOOR SLAB 1 (2)-2x10 GDR -- - 2_2x O GD I POURED CONCRETE FOOTING - _J L L_ ON UNDISTURBED 501L [R403.1] _ _ J L _ _�___�_ _ J L_ _ J _ J P.G. FTG _..p' rt.. -`A"-,i R 6 MIL POLYETHYLENE FILM _ CONTINUOUS UNDER STEMWALL '" ' ' TY I G L J2" 2' MALL SECTION f IT-1 3/4" 61-6 3/16 7-01, 24'-&" SCALE NTS k 4" DF. IVERED QCT 2 6 2021 4"x4" [UG4B] PRESERVATIVE TREATED P05T WITH &ALV. METAL POST BASE ANCHOR ON 12"(P x 6-0" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON Q 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM P MAXIMUM SUPPORTED LOAD AT 7' DESIGN DEPTH = 18k IN PRESUMPTIVE 2k SEARING SOIL (TYP-g) A-6 (ENGINEERED DESIGN) F- < n Q � r O O OL FOU`Nr1 )ATION PLAN °oz O SCALE: 1/4 = 1 ft O O V m 0 0< LL d- • < < o z STRUCTURAL DESIGN NOTE LU « k w WINDOW AND DOOR SCHEDULE In accordance with the 2020 RCNYS; structurald Q No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL elements such as engineered wood, steel and < WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS steel/wood composite columns, beams, headers and Q � A UNITED WINDOW 3900 3050VA 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.31 -22.0/-26.6 psf[20 sf] 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE girders that: �- 1j)0 - N B UNITED WINDOW 3900 4040V N/A N/A 11.96 sf N/A 16.0 sf U=0.28 SHGC=0.32 -22.0/-29.7 psf[20 sq 48"x 48" B PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE C UNITED WINDOW 6000 3020V N/A N/A 4.30 sf N/A 6.0 sf U=0.28 SHGC=0.32 -20.0/-27.0 psf[50 sq 36"x 24" C AWNING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE 1) resist gravity loads, and v W -L LL. D UNITED WINDOW 3900 2050VG 18 7/8"x 26 13/16" 3.51 sf 6.76 sf 3.51 sf 10.0 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sf] 24"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE 2) are not contained in the prescriptive design O ILI E UNITED WINDOW 3900 3050VGA 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.28 -22.0/-26.6 psf[20 sf] 36"x 60" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE provisions of the 2020 RGNYS IL H F UNITED WINDOW 4500 3131TR6016V N/A N/A 6.04 sf NIA 9.0 sf U=0.28 SHGC=0.32 -26.0/-35.1 psf[20 sq 72"x 18" F PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE LLQ G UNITED WINDOW 6000 2836^ 24"x 35 3/4" 5.96 sf 6.29 sf 5.96 sf 9.1 sf U=0.28 SHGC=0.25 -22.0/-29.7 psf[20 sf] 32"x 42" G CASEMENT EGRESS WITH HARDWARE,VINYL FRAME,LOW-E GLASS,ARGON(BASEMENT) were designed in accordance with 10 H UNITED WINDOW 4500 PD6068V N/AV N/AV N/AV N/AV 40.0 sf U=0.28 SHGC=0.31 -20.0/-27.0 psf[50 sf] 72"x 80" H PATIO DOOR,LOW-E GLASS,ARGON,NO GRILLE ANSI/AWG ND5-2018 with 2018 supplement. p I THERMA-TRU FIBER-CLASSIC FCM65/FCM65SL 36"x 80" 20 sf 5.0 sf 20 sf 34 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sf] CHECK UNIT I FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS J J C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x 8'± 64±sf - 64±sf 64±sf N/A N/A -23.0/-27.8 psf[50 sf) CHECK UNIT J RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS Structural elements such as Halls and fenestration K THERMA-TRU SMOOTH-STAR SSF220 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.18 SHGC=0.01 NIA CHECK UNIT K SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR that: L THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sq CHECK UNIT L HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR i) resist wind loads, and DATE: FEBRUARY 2021 MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[_sf] ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 2) are not contained in the prescriptive design FOUNDATION PLAN 4 provisions of the 2020 RCNYS TYPICAL WALL SECTION were designed in accordance with ASCE 7-ib wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DESIOIN." A == 2 A A-6 F- NOTES INDEXED TO THE 2020 ENERGY CONSERVATION GONSTRUGTION -t'-10 1/2" 10'-b 1/2" 12'-1" b'-4" O � CODE OF NEW YORK STATE O RIOTS COMPLIANCE= This building was designed and shall be [I1 constructed to meet the 2020 EGGGNY5. Both RE5check(U.S. IIF--- OOOO�CCC PROVIDE RESER Department of Energy) and REM/Rate t'Noresco) computer RESERVED SPACE IN SERVICE PANEL TO GODS Z 0 software was utllitzed to demonstrate compliance. All FOR FUTURE SOLAR ELECTRIC INSTALLATION [TIO3.q] mandatory provisions of the 2020 EGCGNY5 - Residential WOOD STEPS 1 i Provisions are In force. W K RI0522 WRITTEN STATEMENT, To the best of my knowledge, 8:_O: WALL LINE IL - belief and professional Judgement,these plans comply with the ABOVE f CLOSED CELL SPF Energy Code. Furthermore, as a RESNET certified rater (I.D. UJ z J No. 26143q"i), I certify that these plans comply with the Home Q Q 6 ATTIC PATHWAY FOR SOLAR ELEGTRIG [T103.8] 0tu i J Energy Rating System (HERS) program. A signed certification fY� A A O O 4 ° INSTALL 2"� VERTICAL SCHEDULE 80 PVG CONDUIT z � - --- - of compliance with the HERS program (NERC) will be submitted �u Q PIG RE THROUGH ALL WALLS TO ATTIC WITH TEMPORARY PLUGS „ \ of the constructed building to demonstrate complione. N Q r OR GAPS AT EACH TERMINUS [E3802.3,2]. N (V `- GYPSUM BOARD lY z (3)-3°5° Gobs -- - ---- 1 ---1 I --L------ -- O O ' -�s•-� R301.1 CLIMATE ZONE: 4A Suffolk,NY Q Lu- (2)-1,'15x11.25 LVL HDR (2)-1,'75x11.25 LVL HDR --- -- -- ---� ® ------ N tV CONTINUOUS BEAD OF w(p v (ENGINEERED DE51C�N) (ENGINEERED DESIGN) I I ON I I < ! �D i. !;. SEALANT R4012 COMPLIANCE: This project compiles with 2) Section R405 Y Q Q Q L - --1J--------------, I - Simulated Performance Alternative,and the provisions of U Q r I lR- .� GYPSUM BOARD Sections R401 through R404 labeled "Mandatory." -a J in EXTERIOR Ib' i. Mandatory requirements: z 1 IR INTAKE KITCHEN R4pr3 GERTIFIGATE, Builder to post per Code. p [RIO06] m ! i 36' GUARD [8312.1] CONTINUOUS BEAD OF R402.4.1 THERMAL ENVELOPE= To be ested d verified to 3 23'-4" luKl O ---------------------� ;) SEALANT AGH by HERS rater. See Table 8402.4.1.1 In plans. _m i rL-- ----------- ----------------------------- � R402.42 FIREPLACES: Factory built with UL 12-1 doors. z r- -------------- SEALANT - ------------ nI O CONTINUOUS MINIMAL R402.4,3 FENESTRATION: See window/door schedule II R402.4.4 FUEL-BURNING APPLIANCES: All room heating and Z_ FAMILY ROOM BREAKFAST o 1 d) i D w B E ENT ENTRANCE EXPANDING FOAM AT WINDOW g _J= = 7'-O" 4-4 O� I OQ Q LL tI UNIT PERIMETER hot water heating appliances to be direct vent with both O O X)-O ____ O <- :?OKN �t ----------- intake and exhaust pipes installed continuous to the ! O ul tt) f- 1 UL 127 LISTED AND f outside. '� �� LABELED 36" Q zW WINDOW UNIT R402.4.5 RECESSED LIGHTING: IG-rated and labeled as !Y FAGTORY-BUILT NOTE: q-O GEILING HEIGHT O 7 O I 1 v ) having an air leakage rate of not greater than 2.0 cfm w FIREPLACE [RIO04] THROUGHOUT FIRST STORY O O O { per Code. _ 25 Gfm GOVT. 1 - I ELEG. PANEL Iyi R4025 MAX. U-FACTOR 4 SH6G= See window schedule. � � R403.1 CONTROLS: See plans for thermostat Information. Pro] TEGHNOLOGIE5 ~ cv TO ERV _ 1 R403.32 DUCT 5EALING: All duct Joints shall be MODEL T705 tt [M1505.4 mechanically fastened and sealed with duct mastic PROGRAMMABLE 1 ! e $ ,ONTIN000S MINIMAL sealant. Apply mastic to duct seams. #I EXPANDING FOAM AT WINDOW R403,3.3 DUCT TE5TIN6: A duct air-leakage test is not THERMOSTAT JNIT PERIMETER required under exceptions I and 2. (3)-l.75 x 14 LVL FLUSH (3?' LONG) F e I R403.3.5 BUILDING CAVITIES: Framing cavities shall not be NO WALL (2)-2x10 HDR —-- c 6 INTERIOR GARAGE WALLS: used as ducts or plenums. 6'-b" 11'-4" F e o R-I5 BATT INSULATION i R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate O )�" GYPSUM BOARD 4x4 POT • mechanical system piping carrying hot water to an p 36" GUARD [R312.1] ° i - -- 71 _ _ 74 -- -- - -- - - -- - Q GARAGE CEILING: R-value of not less than R-3. _ ii 84035.1 HEATED SERVICE HOT WATER(SHW) CIRCULATION m 2¢iQ jDDR 6'-8" 2' b" -� Ys" GYPSUM BOARD I. SYSTEM: Not In protect. _ 4x4 POST I HEAT DETECTOR v [TABLE 8302.6] j CONTINUOUS BEAD OF p 3 " RAILING � R403b MECHANICAL VENTILATION: ERV continuous N-> (V I Q x SEALANT ventilation system specified in the plans exceeds the m U 10 R m I 4'-6" 4 6" F cv K minimum efficacy of 12 c Sized in 4x4 P05T SELF-CLOSING 20-min 8403.7 HVAC EQUIPMENT: Sized In accordance with AGGA Manual J and Manual 5. - SYPSUM BOARD 8403.8 MULTIPLE DWELLING SYSTEMS, Not applicable 1 36" GUARD [R3I2.1] I z 20 Gfm G NT. TO ERV �° F.R. DOOR [8302.5.1] Q j R403A SNOW MELT, Not in project. • v 1 3'-2" cv G [MI505.4] - 8403.10 POOLS AN SPAS, Not In protect. N 2"12 cn (3)-1.'15 x 14 LVL DROP HDR I CONTINUOUS BEAD OF R403.11 PORTABLE SPAS, Not In project. N NO WALL m I 2' O" 2'-b" (ENGINEERED DESIGN) •W ADHESIVE R404 LIGHTING: Builder to install high-efficiency lamps in at I o least cIO% of permanently installed fixtures. CONTINUOUS BEAD OF O 1� GARAGE SEALANT R405 51MULATED PERFORMANCE ALTERNATIVE: This method was 1 �-7 DOUBLE I-7 C� 5" P.G. 5LAB 13 X used to show compliance with the Energy Code. REM/Rate , I u- FL HDR IU_ PITCHED TO DOOR o software was used to model the building performace - see -i SMOKE B G.O. _L rr� -"-- - - - } }DETECTOR (TYP) DINING ROOM 1z V (� ---- - C --- - _ 2020 IEGG Energy Cost Compliance report provided with 1 d J-1 2' CLOSED-CELL SPF Permit Application. REScheck was used to model the building O d I x LIVING ROOM �-' performance based on national standards - see RECcheck - p Itt Int in ~ ------- ------------ -------- -----------_ P � r I- - FOYER I I 1 � 1 Compliance Certificate and Inspection Checklist provided with - - Ix r I I I vOL �J Permit Application. U') HAZARD GJ)xZIN. [8308.4] „ 4 1 1 1 i +'�I-' - - - - - - (� I i i 14-O I I I N I J 4-! m 1- _=:`_:_:A 4° I I N I I I 4" I i i V to iV CONTINUOUS BEAD OF J t-1 V SEALANT - 1 24'-O"I I — W Z dl Z W 0 -I1- O -1W �... 1 B.A.G. m i i i J v �- GYPSUM BOARD I Q I- O Z (2)-2x12 HDR O O N � • '~ I 3°1°/(2) i°7° SL �------------------- ----- 2)_2x12 HDR ---- z W < L OOLO 1..1—J -- — � N � -- —•� -- 1 -- (2)-2x12 HDR -- 1 I -- -- -- 1 < � �W � O n/ (2)-1.'75 x 14 LVLL (2)-1.75 x 14 LVL FL I SEALANT BEAD OF o ° ORGH (2)-3°5° 3 (2)-3°5 5/4x6 DECKING N Q I () EXPANDiGONTINU�G FOAM AAT WINDOW �O E E Q E E Q Q IUNIT PERIMETER 2'-q" O q'-2" 2 q" V 8'-O" 2'-q" O q'-2" O 2'-q" 6'-10" 10'-O" 7'-b" 1 X 41 iI _ i WINDOW UNIT (OR TABLE R402.4.1.1 •2020 4 4x4 P.T. P05T ' i bJEATHER-PROOF DOOR) AIR BARRIER AND INSULATION (TYP-b) - INSTALLATION (3)-2x12 HDR (ENGINEERED DESIGN) --®- (3)-2x12 HDR- u ii INSULATION INSTALLATION - COMPONENT AIR BARRIER CRITERIA CRITERIA ' A continuous air barrier shall be Installed in the j CONTINUOUS MINIMAL building envelope. WOOD STEPS jI t EXPANDING FOAM AT WINDOW Air-perm eable Insulation shall notbe used as General requirements The exted or thermal envelope contains a •!� �, RO7••Y•••�•�I y p I a sealing material. 't,° "?•`, F t, f UNIT PERIMETER continuous air barrier. '�*�•'_�`- �.U, ,c l j Breaks or joints in the a]r barrier shall be sealed. 15-2 7-O" 151-211 24-4' c• ;,t;�yf rr t The air barderin any dropped ceiling/soffit shall be s^ aligned with the insulation and any gaps in the air � ,, •�* l�, �� � �'a i:" '.: . ,. barrier shall be sealed. The insulation In any dropped ceiling/soffit Ceilinglattic 61-8 I shall be aligned with the air barrier. � fel;.. c, "•` r,";r CONTINUOUS BEAD OF Access openings,drop down stairs or knee wall l r; •'_ 7� 1,, t� "4r r' I doors to unconditioned attics aces shall be sealed. SEALANT Cavities within corners and headers of frame ! walls shall be insulated completely filling The junction of the foundation and sill plate shall be �` p y g sealed. the cavitywith a material having atherrnal A DE1 wEREo ear 2 s 2021 resistance of R-3 per inch minimum. FIRST FLOOR FLAT� � GYPSUM BOARD Wails The junction of the top plate and the top of exterior I' walls shall be sealed. Exterior thermal envelope insulation for A-6 I; CONTINUOUS BEAD OF framed walls shall be installed in substantial SCALE: I/4" = I ft ADHESIVE Knee wails shall be sealed, contact and continuous alignment with the air barrier. Q j; CONTINUOUS BEAD OF The space between window/doorjambs and SEALANT Windows,skylights and doors framing,and sti hts and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be Insulated. j Floor framing cavity insulation shall be 2" OL05ED-GELL SPF Installed to de of s!n permanent contact with r N Q the underside of subtloor decking. Alternatively,floor framing cavity Insulation IL r Floors including cantilevered floors The air barrier shall be installed at any exposed shall be in contact with the top side of m and floors above garages. edge of insulation. Z ____"_______.___ sheathing or continuous insulation installed ........•;,,,,,,,, _ on the underside of floor fram ing, and extending from the bottom to the top of all 06 erimeterfloorframingmembers. nn Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided < 0 V j r- 11, CONTINUOUS SILL SEALER - Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be 0 �[ - I overlapping joints taped. permanentlyattached to the walls. FULL WIDTH OF SILL O k O Z Duct shafts,utility penetrations,and flue shafts Shafts,penetrations opening to exterior or unconditioned space shall be O sealed. 11 I� FOUNDATION WALL (� O Batts to be installed in narrow cavities shall O be cut to fit or narrow cavities shall be filled O �[ Narrow cavities with Insulation that on installation readily 'J o Z CONCRETE SLAB Jp LU Air se all provided between t conforms to the available cavi space. STRUCTURAL DESIGN NOTE u sealing shall be prov d he garage - _ Garage separation and conditioned spaces. (�Q � Recessed lightfixtures installed in the building Recessed light fixtures installed in the In accordance with the 2020 RGNYS; structural << O /•, j """'� -:.,' ;'-"::, Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight elements such as engineered Wood, steel and —� surface. and IC rated. g /! j In exterior walls,batt Insulation shall be cut steel/wood composite columns, beams, headers and ,! ! \/ neatly to fit around wiring and plumbing or girders that: N (� \� - j",`; , ,j// Plumbing and wiring insulation that on Installation,readily �i / conforms to available space,shall extend O-I behind piping and wiring. I) resist gravity loads, and v w The air barderinstalled at exteriorwalls adjacentto Exteriorwailsadjacent to showers and tubs IL zi Shower/tub on exteriorwall showers and tubs shall separate the wall from the shall to insulated. 2) are not contained In the prescriptive design O W 0 shower or tub. W = The air barrier shall be installed behind electdcal provisions of the 2020 RGNYS tL H O NOTE: IT 15 THE INTENT TO PROVIDE FOR A Electrical/phone box on exterior walls and communication boxes. Alternatively,air-sealed CONTINUOUS AIR BARRIER ALIGNED WITH THE boxes shall be installed. were designed In accordance with l­_ iOTHERMAL ENVELOPE. THIS DETAIL SHOWS HVAC supply and return register boots that TYPICAL METH005 OF AIR-SEALING USING penetrate building thermal envelope shall be sealed ANSI/AWG NDS-2018 with 2018 supplement. VARIOUS BUILDING ELEMENTS, APPROVED HVAC register boots to the subtloor,wall covering or ceiling penetrated O ADHESIVES AND SEALANTS. FRAMING by the boat. Structural elements such as walls and fenestration CONFIGURATIONS NOT SHOWN, SUCH AS Where required to be sealed,concealed fire that: CANTILEVERS AND 5TAIRWELL5,SHALL BE sprinklers shall only be sealed in a manner that is SEALED IN A 51MILAR MANNER TO PROVIDE FOR recommended by the manufacturer. Caulking or A CONTINUOUS AIR BARRIER ALIGNED WITH THE Concealed sprinklers other adhesive sealants shall not be used to fill D EBRUARY 2021 THERMAL ENVE'_LOPE IN ALL LOCATIONS. voids between fire sprinkiercoverplates and walls I) resist wind loads, and or ceilings. 2) are not contained in the prescriptive design FIRST FLOOR provisions of the 2020 RGNYS PLAN / ' - were designed In accordance with ASCE 1-I6 wind I �� � I�C I7T I LS 15 , 1-11�C MOTs provisions and acceptable engineering practice. DRAWING NUMBER SCALE: 3/4 - 1 ft where such elements occur in the plans, they are annotated "ENGINEERED DESIGN.," O O A v A-6 i-------------------- R y OWi I Z �--------------------�I W I v u- 8'-6" 8'-0" i 7'-2" i 2'-6" b'-10" 4'-4" O 1L I I W O i O i O HAZARD GAZING W 0 o N 3°2° B 4°4 Z 10'-8" 305 2'- " 3°5 q'-g" - AWNING PICTURE W ry OZ 4 FREE-STANDING TU 0 ' 6016 ry O ---t -: -� in ++(} - TRANSOM BEDROOM 3 GL BEDROOM 4 M BATH – ry - - 8'-O" G Ht 8'-0" G Ht a 8'-O" G Ht x �- - -� o F 20 cfm GOVT. CC. 1 20 cfm GON TO ERV --1 HVAC, EQUIPMENT IN ATTIC _ \x ;fl WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] GAS OR PROPANE FURNACE: LENNOX ELI96UHO7OXE36B _ a TO ERV [MI505.4] ' LENNOX HEALTHY CLIMATE ERVS-175-TPD ENERGY RECOVERY VENTILATOR GLASS IV DIRECT VENTED TO OUTSIDE;AHRI 201849570 -a = d [MI505.4] O d I Pro I TECHNOLOGIES — N F — -----------------------------------------9,15TALL-E-Ra/—UW-T—IN--0OW]TI-ONE1P—A(TIG. HEATING GAP: 64,000 Btuh;AFUE = 96.1 i MODEL T705 in N v BATHDUCTS SHALL NOT BE CONNECTED TO THE HVAC, SYSTEM. INDOOR COIL: LENNOX CH35-30B+TDR SSL---- PROGRAMMABLE d) CC. OUTDOOR UNIT: LENNOX MLI4XGI-036-2300;AHRI 203374690 THERMOSTAT GL O HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL , `1 GOOLI NG GAP: 34,800 Btuh;SEER = 15.10 2670 267° O 2470 31-O:: INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. INSTALL IAN MANUFACTURER'S SPEGIFIGATIONS STALE AIR TO OUTSIDE AND FRESH , IR FROM OUTSIDE: 6" dia. DUGTS CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL 95PO7 HALL `ODETE TOR (TYP) O IA.G. RTURN� FRESH AIR TO IN51DE DIFFUSER IN H4LLWAY: 6" dia. DUCT b'-6" -O" 10'-O" RAILING m L - 2 247° STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. O (2)-2x10 HDR - N HONER STALE AIR DUGT FROM KITCHEN HIN(5ED EXHAUST GRILLE MODEL 18N48 O (2)-1.75x9.25 LVL FLUSH r .� .. __ _ _ ALL DUCTS INSULATED TO R-4.2 �Nn 3050 (ENGINEERED DESIGN) H N 1 4x4 BI-FOLD BEA INC WALL _ _ SYSTEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE [MI505.4.4]: ® P05T m 267° � -11 m MINIMUM 20 cfm EXHAUST FROM EAG IH BATHROOM 01, p WASHER / AND MINIMUM 25 cfm EXHAUST FROM,KITCHEN. m 5' - - -� 36 H ND I [ 31 . .8] 3'-2" 4'45" DRYER EXHAUST 2�7Q 4" 4" [M1502] 12" x 12" AIR TRANSFER GRILL IN GEILING _ �' z m N O QDOUBLE FRAME Q p OPENING I �N Q - I Q x x V� x 4" I .. N 2'to x N V N BEDROOM 2 G� '. W.I.G. 65 E OM _ 10'-0" TRAY G Ht I -O" TRAY G Ht 4" 14'-0" 21_21 51_61 41 14'-O" i LU LU 11II '' WW V Wim Z IV Z (2)-1.7_5x14 LVL_w/HT530 M_TL STRAP AT EACH END (2)-1.7_5x14 LVL_w/HT530 MTL STRA_P_AT EACH EN Z Z Q't Z (ENGINEERED DESIGN) (ENGINEERED DESIGN) j jr Z W 2x8 GJ AT 16" ox- 2x8 GJ AT 16" o.c. I l(!�� � �-- 'd t- 6 Z (2)-2x10 HDR __ __ (2)-2x10 HDR __ `r --J lK Z � 00Z ( z - -------------------------- ''II '' _ 3.1 CLOSED-CELL SPF I --------------------- < ■�. >' p/ W ® LU O BETW�2)-3°EN RASoTERS (2)-3°5° } Q d (� ryO �x-< /,'_2i1 O 2'—Cf" 8._0.. 21_gii O Q_2R O 2'—q" Q� Q —I '—I1 �—II I I I � � Z I �I I I I I I -------------------------------------- ----------------- L ---------------- I -----------------------J �-b � p ` •",��1 yet�.��Zw f•R`'R�`_a �E IVERED OCT 2 6 2021 SECOND FLOOR PLAN � SCALE: 1/4" = 1 ft O O 0 OL ti nn0 0 IL SOLAR-READY 0 O CERTIFICATE O Y � � ~ o z This home has STRUCTURAL DESIGN NOTE Iu W�W Z Incorporated features at 0 k QC the time of Initial In accordance with the 2020 ROWS; structural T < construction to enable the o o elements such as engineered wood, steel and X Installation of solar steel/wood composite columns, beams, headers and Q p- electric. girders that: (n _ (V The solar-ready roof 1) resist gravity loads, and v w < zone is shown on this GO UIT Y IL ' 0 UI construction plan excerpt GoFT 2) are not contained in the prescriptive design 0 tuand is free ofprovisions of the 2020 ROWS LL obstructions that would m limit placement of solar were designed In accordance with m panels. ANSI/AWG ND5-2018 with 2018 supplement. p J Plastic conduit for futureluLL�, o Structural elements such as walls and fenestration electric wiring has been that: Installed through walls at DATE: FEBRUARY 2021 50LAR-READY the locations shown to 1) resist wind loads, and ROOF ZONE facilitate the installation of wiring between the 2) are not contained in the prescriptive design electric service panel and provisions of the 2020 RGNYS 2nd FLOOR roof mounted solar p PLAN panels. were designed in accordance with ASCE 7-I6 wind provisions and acceptable engineering practice. DRAWING NUMBER ® ® ® ® ® ® ® where such elements occur in the plans, they are GONTRAGTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TI05.10] annotated "ENGINEERED DESIGN." A - 4 m N ' O O BNL B BWL A to ' __"._.._.-.....,,.___...........�.__.....__....____..___.:, ,. -w.._._.-._..._.._.__.._.__...._._ ROOF LINE -011 I1 _ ...._..._.... is . :-------- -, O tu - 4 21-4t' ; VY ____ �,-- - - , ? TABLE R802.5.2 RAFTER/CEILING JOIST HEEL IL abcdeg p z i-_-_-_-_-''----- S --- -- BWL 1 _� �; �, d JOINT CONNECTIONS , , ' , I ` GROUND SNOW LOA (psf) a LU W i Ij ---- -- 20' Ul - J o RAFTER 30 O I RAFTER SPACING Roof span(feet) - i SLOPE N C4 LL ch O SRO (inches) 12 20 28 36 12 20 28 36 O F Required number of l 6d common Q � � (V I ►- nail per per heel joint splices°a'e A GESS ROOF �) 12 4 6 8 10 4 6 8 11 # l� I I l i,; l 3 12 - 10 13 5 8 11 ]4 tV 24 7 11 15 19 7 11 16 21 , r 12 ' 6 8 3 5 6 8 I P I 1 \ 4:12 1 6 4 6 } 8 10 4 6 8 i I1 3 _ - - - � 24 5 8 12 15 5 9 12 16 , \ POST DOWN POST DOWN P05T DOI ~ Q 12 3 4 5 6 3 4 5 7 V 1.75 x 16 LVL STRUCTURAL RIDGE ! / \ , AGGESS ROOF 5:12 16 3 5 6 8 3 5 7 9 1 ` 24 4 7 9 12 4 7 10 13 i s --- -- - -- - - - a _ 11, i it , 12 3 4 4 5 3 7:12 16 3 4 5 6 3 4 5 6 24 3 5 7 9 3 5 7 9 ROOF BELOW 12 3 3 4 4 3 3 3 4 9:12 16 3 4 4 5 3 3 4 5 117 24 3 4 6 7 3 4 6 7 I �? - ---- 12 3 3 3 3 3 3 3 3 2xIO R DGE I 12 .12 16 3 3 4 4 3 3 3 4 �I ATTIG PATHWAY FOR SOLAR ELEGTRIG [TI 05.81 24 3 4 4 5 3 3 4 6 k INSTALL 2"(P VERTICAL SCHEDULE 80 PVC CONDUIT THROUGH ALL WALL5 TO ATTIC, WITH TEMPORARY PLUGS OR GAPS AT EAGH TERMINUS For SI. 1 inch=25.4 mm, 1 foot=304.8 mm, 1 pound per { .t (� ' LY [E3802.3.2]. N F.. i I square foot=0.0479 kPa. _ _ _-_-_--- -- BWL 2 N ry a. 40d box nails shall be permitted to be substituted for 16d _ 1 „ „ I x i /' x o common nails. i. 2-q I ! 2-a � . tom- " f AGGESS ROOF b. Nailing requirements shall be permitted to be reduced 25 percent if nails are clinched. I ,f C. Heel joint connections are not required where the ridge is supported by a load-bearing wall,header or ridge beam. _.__.--._.....i ;_._ ._.__.,.___.......-_....,a_..__.._' ; d. Where intermediate support of the rafter is provided by _._._....._....._..-.._..,._.__.__._.,.,_...,_....._....__._ I I vertical struts or purlins to a load-bearing wall,the 2x10 RR AT 16" o.c. 2x10 RR AT 16" o.c. i E 2x10 RR AT 16" o.c. 2x10 RR AT 16 o.c. t tabulated heel joint connection requirements shall be ROOF LINE WALL LINE n, I .._..__"...__.._,.._...� -...___........._._..,_i permitted to be reduced proportionally to the reduction in - OL _ _ e. Equivalent nailing patterns are required for ceiling joist ROOF LIJ:I s ° ! I „. I I to ceiling joist la slices. �j j t 1� m gJ P P •_; �JLU z id SOLAR-READY ZONE [TIO3.3] f. Applies to roof live load of 20 psf or less. z SECOND STOR"r BNL PLAN PROVIDES 36" WIDE AGGESS PATHWAYS g. Tabulated heel joint connection requirements assume Z -1 T p -1 w SCALE: 3/16" = 1 ft Q FROM EAVE TO RIDGE WHERE SHOWN that ceiling joists or rafter ties are located at the bottom (n < = 0 z w [R324.6]. THE SOLAR-READY ZONE SHALL of the attics ace. Where ceiling joists or rafter ties are La v 1- O z_ REMAIN GLEAR OF OBSTRUGTION5 SUCH AS p gJ 0 } O PORCH ROOF BELOW VENTS, ETC. [TI03.4] located higher in the attic,heel joint connection z p Z r Q z N (TYPICAL-3) requirements shall be increased by the following factors: J 0 a O X_' ma < He/HR Heel Joint Connection Adjustment Factor Q > Q I 1/3 1.5 D 1/4 1.33 ^ -� 1/5 1.25 1/6 1.2 ROOF FLAN 1/10 or less 1.11 SCALE: 1/4" = 1 ft 37-o where: BWL E __ ---- BWL D BWL G ! H�=Height of ceiling joists or rafter ties measured vertically 1 �}Re1R!!wP1P� !P.a. above the top of the rafter support walls. H Height of roof ridge measured vertically above the to of ��:.•;," �,;_� ��0� �,gj P' R= g g Y p ;. t. �'-O 112". the rafter support walls. 13'-4 1/2" �'-7" 4'-4" I I pP I I _ I ..,,,... : ,moi� ,{t�. a ✓��. ------ -- -- BWL 3 .� i' � � ',i I -�i i '" �/}y5r`•�ry+ a 1,w, p 'a .�M�'ra BRACED WALL PANEL CALCULATIONS � .�. '#,,.,-;• ® ,,,, `. ,,. tT Wind Adjustment Factors-Table R602.10.3(2) (p.187) -- _._ D LIVERED OCT 2 6 21021 ,i IY....�_.:.�:�:�+,..:.�. . :'. : '�..r.;,:: ... i d' Upper Story Numbered Lettered 4 N ! I I I Wall Lines Wall Lines Comment iRoof t R Exposure 2-Sty II l' I Exposure Category 1 00 1 00 Expos B; 2 St I r 2,41-1411 ! o o Eave- -to-Ridge Height 0.84 0.84 7'4" 4 Wall Height 0.90 0.90 8'-0" O r + - - -- Q Number of Braced Wall Lines 1.00 1.00 2 O Additional 800 Ib Hold Down 1.00 1.00 N/A p Gypsum Board Fastening 1.00 1.00 N/A t- 0 Wind Factor Total 0.756 0.756 0 m CJ z 1L r Braced Wall 140 mph Total Bracing V _-...- -. Braced Wall Bracing Wind Factor O m ! -- Line Spacing Required Required Length Status ' Line Method Total O Y m (ft} Bracing (ft) Bracing Provided (ft) - i 1 CS-WSP 30.67 7.13 0.756 5.39 23.33 OKly V 1 C5-WSP 30.67 7.13 0.756 5.39 19.00 OK B C�-WSP 37.00 8.40 0.756 6.35 23.00 OK A CS WSP 37.00 8.40 0.756 6.35 31.00 OK _ i N N Q IJi I- O O N -- Q I' STRUCTURAL DE51ON NOTE J W � z Wind Adjustment Factors-Table R602.10.3{2) (p.187} v - Lower Story LU In accordance with the 2020 RGNYS structural Q Q lL �- Q Dwelling Garage Comment IL 7- N elements such as engineered wood, steel and _I Exposure Category 1.00 1.00 Exp B; 2-Sty{Dwelling); 1-Sty{Gar) e h engine X E- - OL LN ! Roof Eave-to-Ridge Height 0.93 0.76 7'-8" (dwelling); 6'-0" (garage) steel/wood composite columns, beams, headers and <Q girders that: 1- NkD Wali Height 0.95 1.00 9'-0" (dwelling); 10'-0" (garage) la - (V Number of Braced Wall Lines 1.00 1.00 2(dwelling & garage separate calc) (� - _a.___ ! Additional 800 Ib Hold Down 1.00 1.00 N/A Y I 1) resist gravity loads, and v w _-- i Gypsum Board Fasiening 1.00 1.00 N/A -t o 2) are not contained in the prescriptive design O 11J O QC Wind Factor Total 0.884 0.760 z _-_ BWL provisions of the 2020 RGNYSIL I 117„ 3,_6„ I were designed in accordance with n1 0 Braced Wall 140 mph Total Bracing _ 1-- (() Braced Wall Bracing Wind Factor ANSI/AWG NDS 2018 with 2015 supplement. Q i Line Spacing Required Required Length Status Line Method Total Structural elements such as walls and fenestration l (ft) Bracing {ft} Bracing Provided (ft) it I` I 3 CS-WSP 31.67 13.67 0.884 12.08 18.33 OK that: 4 CS-WSP 22.33 5.47 0.760 4.16 24.33 OK it li 5 CS-WSP 31.67 13.67 0.884 12.08 17.33 OK 1) resist wind loads, and DATE: FEBRUARY 2021 ...__..... . .._..-__......_..._.. ..... ....-_.. ..,.,_..... .. _,..-_-.-e._�._........ ........._...�..,._...._........._._w._.._._.m.._...,_......_.,__._...._.._.__.._..._...�-; C GS-WSP 24.33 5.87 0.760 4.46 22.67 OK - D(gar) GB 24.33 11.73 0.760 8.91 9.00 OK 2) are not contained In the prescriptive design p PWALL BRACING 4 D(dwelling) GB 37.00 16.80 0.884 14.84 20.33 OK provisions of the 2020 RGNYS ROOF PLAN E CS-WSP 37.00 15.80 0.884 13.96 32.00 OK were designed in accordance with ASCE 7-16 wind F I RST STOR)" BNL FLAN provisions and acceptable engineering practice. DRAWING NUMBER 50ALE: 3/16" = I ft where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A - 5 TYPICAL ROOF R-3GZ Z 2x4 COLLAR TIE AT 48" O.G. ASPHALT ROOFING SHINGLES OVER 15# FELT OVER O Q 1.-75 x 16 LVL STRUCTURAL RIDGE Y2" STRUCTURAL PANEL SHEATHIN5 OVER I- (SEE ROOF PLAN FOR POST LO(-,ATIONS) 2x10 RAFTERS AT 16" O.G. ROOFI R-3G 6" THICK CLOSED-CELL SPRAY POLYURETHANE FOAM (SPF) ---------------------------------------------------------------------- 1-----------------------------------------------------------------------------� WITH Y2" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] I 2" SOLID OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.6] Z Q WOOD BLOGKING O W I tL •�- CONTINUOUS R-5 I-INCH RIGID FOAM I 2x12 GROSS-RIDGE O - - - - - - - - - - - - - - - - - I GABLE WALL INSULATION: 12 12 L_ _ _� s- - - - - LL I XPS; CAVITY R-13 2" 5PF FALSE GABLE 5.25�— ---- _ -- —1 5.25 w in I I FULL-HEIGHT lu Z j SHEATHING O 0 0 ____ _-----_� BEHIND LEDGER SEALED ATTIC (INDIRECTLY CONDITIONED) z ------ ---------- --------L------------------------------------------------ -I- �- -------------------- - - GEILING r _ I 2x6 RAFTERS AT I6" O.G. 12 2x8 GJ AT 16" O.G. SMOKE $ G.O. 2" SOLID (�" cj O — MASTER BATH - - - - 7 - '- - �- - - -' - - - - - I LAUNDRY >I I - - - -- -)- - - - - FAMILY BATH 1x8 TRIM BOARD 8 O �U DETECTOR IN ATTIC WOOD BLOCKING I- N > >� I > I >� I i I I > I > I i SOFFIT VENT I - QQ l f WG I I ( WASHER I I I I WG I TYPICAL INTERIOR WALL 4" N LAV. LAV. I I I I LAV. I 2x4 STUDS AT I6" O.G. (2)-I.�S TO LVL FL HDR i/2 GYPSUM (2)-2x4 TOP PLATE;2x4 SOLE PLATE NOTCH TOP SIDE UNDER ROOF BOARD FINI5H MAX. NOTCH DEPTH = 5-Y TUBI I I I Y2" GYPSUM WALLBOARD ON BOTH SIDES NOTE: ALL DUCTS SHALL BE {�} TUB I (2)-2x10 HDR LOCATED IN THE ATTIC, INTERIOR TYPICAL EXTERIOR WALL R-20 p SECOND STORY WALL CAVITIES -^ SHOWER I I I 2x4 5TUD5 AT 16" O.G. �' z AND SECOND FLOOR PLATFORM. v ) I (2)-2x4 TOP PLATE;2x4 SOLE PLATE w MIN. R-4.2 DUCT INSULATION. 2nd FLOOR L- I __ _ I_ ____ __________ ___________________� (2)-2x8 HEADERS UNLESS OTHERWISE NOTED ON PLAN a O ------------------ -------------- --- „ ---- „ -------- -----� - R-15 UNFAGED FIBEROLA55 BATT CAVITY INSULATION BEDROOM 2 m HALL BEDROOM 3 1-1/2" W 1-1f2 WI 3 W L�U2 W 2 W I 2" H I 1 2 W 3 W I-I/2 W I VINYL SIDING OVER HOU5EWRAP OVER R-5, I" XP5 INSULATION d 2" W I 2" W i 3" W 2 W G.O. I OVER 1/2" STRUCTURAL PANEL 5HEATHING G5-1^15P WOOD FLOORING OVER N m f G.O. 2 3 W -- -----------------------------------------------------J (2)-1.75 x 14 LVL FLUSH HDR 3/4" PLYWOOD SUBFLOOR " c0 ------------------------- ---------------- — GEILING _ _ - - - I H I R-13 2' CLOSED-GELL SPF 'III POWDER I KITCHEN AT RIM JOIST 14" TJI-560 FJ AT Ib" O.G. II 14" TJI-560 FJ AT I6" O.G. .(1 >I >I I >I i oI ; STAIRS ! !Q o V� X 3_ I I I I I x 14 LVL FLUSH HDR z 1 1 l i z (3)-1.75 x 14 LVL O �I O I I I I O 1/2" GYPSUM BOARD FINISH Q WG I I KIT SINK 1 1 1 1 I--I LAV. I DW I II 1 I I I I p i t I I O LIVING ROOM z z^/ FAMILY ROOM I X11 it- Ia�I 1 !< j Ist FLOOR PLATFORM I WOOD FLOORING OVER 1st FLOOR _____ji -------------------------------- ----------- ---------- ----------I-- ------------------ ------ -------- ------- -------------------------- I 3/4" PLYWOOD 5UBFLOOR 1-1/2" W 3" W I 2" W I 2x10 FLOOR JOISTS AT I6" O.G. G.O. 2" W 31 W 3" W 2 W G.O. GROSS BRIDGING AT MI05PAN I CEILING j R-13 2" GL05ED-GELL 5PF I AT RIM J015T III - r- r BASEMENT STAIRS 4 N (3)-1.15 x 11.8.75 LVL GDR FINISHED GRADE I (4)-3/8 LAG SCREWS FINISHED GRADE (INDIREGTLY GONDITIONED) SILL CONSTRUCTION: SLOPE 6" IN 10' MIN. AWAY FROM BUILDING 2x6 P.T. NG3B) SILL ON TERMITE SHIELD G.O. 4" W I _ ON SILL SEAL WITH 1/2" ANCHOR BOLTS / 10" POURED CONCRETE FOUNDATION STEM WALL N p (SEE TYPICAL WALL DETAIL) z V I L VERTICAL REINFORCEMENT, NOT REQUIRED FOR U — TO APPROVED SAND $ GRAVEL SOILS (6W,GP,5W, 5P) HOUSE TRAP SANITARY SYSTEM HORIZONTAL REINFORCEMENT: #4 REBAR AT � Lu N Uhl F- I MID-HEIGHT OF WALL STORY r J-4-J m W BASEMENT FLOOR ------------------------� ONE TOP BAR WITHIN 12" OF TOP OF WALL Ul m Z IV ---------------------------------------------------------------- - --- --------------------------- ,/�` //��'' Q FULL HEIGHT R-il BLANKET WALL INSULATION � � FLUM�31 NCO RISER D I AORAM BOAR[R502.] Q ASTM 1784 MAX.D FINISH AS FLAME SPREAD INDEX CORP.BY GERTAINTEEP 25 } Z Z Q UPON 24' x 12 Ht CONTINUOUS P.G. FOOTING — �� � Z W MINIMUM 3'-O" BELOW GRADE `r MAX. SMOKE DEVELOPED INDEX S 50 _ SCALE: NTS 4" P.G. FLOOR SLABTOP OF BASEMENT SLAB Q '�II '' J-I--1 �Z T_ O W IL !X 30"x 30"x12" DEEP P. GONG. SPREAD FOOTING 7-_1 V) wd w/(3) #5 REBAR E.W. O O > d ): Q0 S GT I ON �' I DO E TENSION 57RAF: l b I INSTRAP OVER RAFTER SCALE: 1/4" = 1 ft (5) 10—d COMMON NAILS AT EACH END OF STRAP z RAFTER TO STUD : a WRAP STRAP OVER RAFTER e✓ .,4,�.c" �"' (4) 8—d COMMON NAILS AT EACH END OF STRAP ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED IAN MANUFACTURER'S SPEGIFIGATION A IVIED OCT 2 6 2021 WHERE RAFTER ALIGNS WITH STUD Q � r 2x ROOF RAFTERS AT 16" O.G. O O USE GALV. HURRICANE TIE BETWEEN 0 It EVERY RAFTER AND THE ROOF BEAM O `O t, 2x GEILIN6 JOISTS AT 16" O.G. O O T � USE (3)-Ibd NAILS AT RAFTER HEEL JOINT CONNECTION O 3 O ROOF BEAM (SEE PLAN FOR SIZE) MALL STUD TO NALL STUD : A55E PRESERVATIVE TREATED 2 V ASSEMBLE WITH 10-d NAILS x EXTERIOR WALL � m _ STRAP OVER OR UNDER SHEATHING 12° O.G. STAGGERED ALONG LENGTH m (4) 8—d COMMON NAILS AT EACH END OF STRAP — MT530G STRAP-TIE LL SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 7 O � VENTED VINYL SOFFIT 1x8 TRIM BOARD EACH RAFTER O UPLIFT CONNECTIONS: G518 GALV. COIL STRAP R-30 BATT INSULATION R J015T I-I/4 WIDE 20-GUAGE - O USE (2) AT EACH POST,TOP $ BOTTOM STUD TO 5/4"x6" DECKING (4)-IOd NAILS AT EACH END 5 MPSON COIL STRAP J V PERPENDICULAR TO JOISTS GALVANIZED STEEL STRAP Z (2)-8d THREADED NAILS OR (4)-8d NAILS AT EACH END EAGH SIDE OF WIINDOW AND V p- DOOR OPENINGS. INSTALL LLJk Z (2)-No. 8 WOOD 5GREW5 AT 4x4 WOOD COLUMN 2x SOLID BLOCK B AIR-SEAL BETWEEN FJ STRAP FROM TOP OF TOP << (L. V EACH SUPPORTING MEMBER1Z W PRESERVATIVE TREATED 2x RIM BOARD PLATES TO JAG< STUD. X REST MINIMUM LENGTH BELOW �- X }- < ~ [R507.1] REST DIRECTLY ON FLOOR BEAM n FLOOR BEAM (SEE PLAN FOR SIZE) CANTILEVERED FLOOR JOIST HEADER = LENGTH ABOVE < < 1L BOTTOM OF HEADER (� Oi FLOOR JOISTS UG3B PRESERVATIVE TREATED N _ STUD TO SILL FLATE : (SEE PLAN FOR SIZE) ASSEMBLE WITH TWO ROWS OF IOd NAILS 60 .^ � UG3B PRESERVATIVE TREATED I6" O.G. ALONG EACH EDGE [R50�.5] V�j V 1 WRAP STRAP UNDER SILL PLATE PER CODE '�(6" OSB VINYL SOFFIT r cj Lu (6) 8—d COMMON NAILS AT EACH END OF STRAP GRADE LL SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET '7 4x4 WooD PosT FLOOR JOIST TO WALL= IL U035PRESERVATIVE TREATED 51MP50N H2;(5)-8d NAILS TO FJ d (5)-8d NAILS TO STUD 2x EXTERIOR WALL . O P544 HOT-DIPPED GALV. ALTERNATE WHERE FJ/STUD MI5AL16N5: a POST BASE ANCHOR FLOOR J015T TO PLATES: J ° n SIMPSON H2.5;(5)-8d NAILS TO FJ,(5)-8d NAILS TO PLATES PLATES TO STUD: a 12"(P x 6'-0" H16H P.G. COLUMN WITH (2)-#4 51MP50N H2.5;(5)-8d TO PLATES, (5)-8d TO STUD ° VERTICAL REBAR ON 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 DATE: FEBRUARY 2021 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM SECTIONS 4 DETAILS H I O H-A I ND UPLIFT ST AFF I NO 7)0"F I GAL FOROH DETAIL DETAIL L AT FLOOR CANTILEVER TENSION 57RAP I NO AT NALL OFEN I NO S DRAWING NUMBER SCALE: NTS SCALE: NT5 50ALE: NTS SCALE: NT5 NOTE: ALL METAL STRAPPING SHALL BE 11/4" x 20 5A5E (SIMPSON 0520 COILED STRAP). A —& STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE—PUNCHED HOLES. NOTES INDEXED TO "2020 RESIDENTIAL CODE Q OF NEW YORK STATE RIOI.I UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and Building Code - is RrcRR TABLE 8301.2(1) WIND COMPLIANCE PATHWAY NOTES and publications Incorporated by reference therein. O O CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA RI05.2 BUILDING PERMIT: A building permit shall be issued by the 1- WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN STANDARD: 2020 RGNY5 Town prior to the start of work. A cop of the building permit V and approved construction documents shall be kept on-site FLOOD ULTIMATE DESIGN WIND SPEED: OBTAINED FROM until project completion. p GROUND SEISMIC WINTER ICE BARRIER AIR MEAN SNOW DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL https://hcizorcls.otc.ounc.1l.org FOR THE PROJECT LOCATION: Speed Topographic Special wind Windborne Weathering Termite HAZARDS p o 9 RI06.3 DESIGN PROFESSIONAL: A Certificate of Authorization Is Z LOAD (mph) effects region debris zone CATEGORY g depth TEMP REQUIRED INDEX TEMP N 41.0031 W 72.5665 TH15 NEW RESIDENTIAL STRUCTURE UTILIZES filed with The State Education Department entitling Dzation O w_ WIND DESIGN 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE PRE-ENGINEERED WOOD GON5TRUGTION Engineering and Surveying,P.G. ("Designer") to provide V 20 psf 127' None No No B Severe 36" M to H 15 °F Yes None 599°F-DAYS 51.0° F R3012(5)B FOR FLOOR FRAMING AND ROOF FRAMING, professional engineering services. However,the Designer has LL MANUALJ DESIGN CRITERIA- Central Islip MEAN ROOF HEIGHT 15 NOT GREATER THAN 30 FEET [TABLE not been retained to provide construction engineering, O 83012(3)] THE OWNER SHALL NOTIFY THE TOWN AND supervision nor Inspection,and therefore Is not responsible IL Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXPOSURE CATEGORY: EXF05UFZE B AFFIX THE ABOVE 516N IN AGGORDANGE for work performance of the builder. The builder shall Q Elevation Latitude heating cooling factor temperature cooling difference COMPONENT AND CLADDING LOADS TABLE 83012 2 DO NO WITH TITLE la NYGRR PART 1265 immediately notify Designer, in writing, ►f there Is any �ll UJ G [ ( )] T discrepancy found between field conditions and plan to 80 ft 41° North 150 99%outdoor DB 850 1% outdoor DB 0.997 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE 8301.2(3)] dimensions,especially with regard to existing construction. Ul O Winter Summer MAIN ROOF UPLIFT CONNECTION FORGE = 228 plf (30'-0" roof 8301.2.1 WIND DESIGN: In accordance with Figure R3012 B wind - - Cooling temperature Wind velocity Wind velocity Coincident Daily range to Su e _ span 140 mph, itch less than 5:12) [TABLE 8802.11] design Is not required. This building Is designed In �) O difference heating cooling wet bulb humidity humidity g" q g g O N WALL-TO-WALL UPLIFT CONNECTION FORGE = 168 plf accordance with the wind provisions of the 2020 RGNY5. 0 N i 10°F 15 mph 7.5 mph 72°F Medium 16°F to 25°F N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 108 If < UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP 83012.12 PROTECTION OF OPENINGS: This building is not located In a Windborne Debris Region. N O AND BOTTOM OF ALL BRACED WALL PANELS [8602.3.5]. 8301.2.4 FLOODPLAIN: This building Is not located In a flood # hazard area. } - N 11 , R301.5 LIVE LOADS: Minimum uniformly distributed live loads: iAyC ta�-1 Attics without storage 10 psf,Attics with storage 20 psf, O Balconies 4 decks 40 psf,Rooms other than sleeping rooms 40 psf,Sleeping rooms 30 psf,Stairs 40 psf TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) R30110 ROOF LOAD: Roof Design Load is based on the greater of the Grovnd Snow Load (20 psf,applied per A5(,E--i) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live Toad per Table R30116. Span table SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS SPACING AND LOCATION NOMINAL MATERIAL a b design corresponds to the 30 psf ground snow load column to ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a°b,` OF FASTENERa b ` THICKNESS DESCRIPTION ' OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load conditions. Roof Floor (inches) (inches) (inches) support 83018 NOMINAL SIZES: Dressed lumber dimensions specified on (inches) these plans are nominal sizes. En 4-8d box(2%" x 0.113");or 4-8d box(2 y"x 0.113"); or p gineered wood dimensions Wood structural panels,subfloor,roof g and wall sheathing to framing and particleboard wall sheathing to framing (LVL,PSL, I foists,glu-lams, etc) are actual dimensions. 3-8d common(2�"x 0.131");or 3-8d common (2%"x 0.131");or p g g p g g 1 Blocking between ceiling joists or rafters to top plate 3-10d box 3"x 0.128" ;or Toe nail 21 Joist to sill,top plate or girder 3-10d box 3"x 0.128" ; or Toe nail ( ) ( ) Staple 15 ga. 1 % 4 8 8302.1 FIRE-RESISTANT EXTERIOR WALLS: All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131"nails t i projections shall be located at least 5 feet from lot lines and Up to/ 0.097-0.099 Nail / 3 6 are not fire-resistance rated. 4-8d box(2%2"x 0.113"); or 8d box(2%2"x 0.113") 4" o.c. toe nail Staple 16 ga. 1 4 3 6 R302A FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common(2 y"x 0.131");or Per joist toe nail 22 Rim joist,band joist or blocking to sill or top plate 8d common(21/2"x 0.131");or 0.113 Nail 2 3 6 WALLS AND CEILINGS: Gypsum wallboard is a Glass A finish 2 Ceiling joists to tap plate 3-1Od box(3"x 0.128"); or ) (roof applications also) l Od box(3"x 0.128"); or 6" o.c.toe nail i 32 and% Staple 15 and 16 ga. 2 4 8 having a f 51 = 15 sreq'd max. 200) and a 5Dl = 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 i/ 4 8 �� �� • i �� �� • Staple 14 a 2 8302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter,laps over 4-1Od box(3 x 0.128 ),or 3-8d box(2/ x 0.113 ),or p g 4 8 INSULATION. Exposed insulation that Is not installed In 3 partitions [see Sections R802.3.1,R802.3.2 and Table 3-16d common(3 %"x 0.162");or Face nail 2-8d common(2%"x 0.131");or Staple 15 ga, 1 Y4 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 '3/32 and X i surfaces shall have a F51 � 25 and a 501 � 450. See plans ( )] ) 0.097 -0.099 Nail 2/ 4 8 for exposed Insulation valves. 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 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(3Y2"x 0.135");or Staple 14 ga.274 4 g around all penetrations of the floor and ceiling planes,and R802.5.1(9)] 24 2 subfloor to joist or girder 1 „ Blind and face nail 2-Itis common 3 / x 0.162 i where otherwise specified by the 2020 RGNY5. ( ) 0.113 Nail 2/ 3 6 4-1 Od box(3"x 0.128");or 3-I6s box(3%2"x 0.135");or 1 Staple 15 ga. 2% 4 8 8302.12 17RAFTSTOPPING: Not needed for this project. 5 Collar tie to rafter,face nail or 11/4"x 20 ga. ridge strap 3-10d common(3"x 0.148");or Face nail each rafter 25 2 planks(plank&beam-floor&roof) 2-16d common(3%" x 0.162) At each bearing,face nail 1 0.097-0.099 Nail 4 g 8302.13 FIRE PROTECTION OF FLOORS: Not needed for this to rafter 4-3"x 0.131") i „ „ project under Exception 4, 3-Itis common(3 x 0.162 ), or SPACING O FASTENERS 4-10d box Y x 0.128" or NOMINAL MATERIAL a b R302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed ( ), 26 Band or rim joist to joist ( )' DESCRIPTION OF FASTENER AND LENGTH End nail THICKNESS a luminaires shall be IG-rated I/A/W NI102.45 with separation � ` 3-]6d box 3/"x 0.135" • orv 3-10d common 3 x 0.148 ,or 2 toe nails on one side and 1 toe 4-3 x 0.131 nails; or Edges Body of panel ( �� ��)' ' (inches) (inches) from Insulation per listing. 6 Rafter or roof truss to plate 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 y 4-3"x 0.131"nails Nail each layer as follows: 32" o.c. Floor underlayment; plywood-hardboard-particleboard f-fiber-cementh other approved safety glazing material shall be installed In O 20d common(4"x 0.192"); or and adjacent to door panels;within 60 inches of wet surfaces; iWu at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. t n til Z Z 4-16d box(3%" x 0.135");or p v Z , W - 3-1 Od common(3"x 0.148");or Toe nail 3 6 l Od box(3"x 0.128"); or 24"o.c. face nail at top and bottom 3d,corrosion-resistant,ring shank nails R30a.1 GARAGa floor shall be 5-Inch � Z g Z 4 E FLOOR SURFACE: tiara 0 V � Z 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 114-inch per foot toward vehicle tp - - -1115- O -J W 27 Built-up girders and beams,2-inch lumber layers entry doorway. (� = d� Z w Roof rafters to ridge,valley or hip rafters;or roof rafter 4-3 x 0.131 nails And: Staple 18 ga., s long,%crown (a �J LU 13 N t•� O Z 7 to minimum 2"ridge beam i „ 2-20d common(4"x 0.192");or i (finished flooring other than tile) 3 6 R310 EMERGENCY ESCAPE AND RESCUE OPENINGS: alt is the Z LU O z O L Z 3-16d box(3/ x 0.135 ), or Face nail at ends and at each splice / builders responsibility to verify that window units supplied by Q F, � O W 2-Itis common(3%z"x 0.162"); or 3-1Od box(3"x 0.128"); or 1% long x .121 shank x .375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for 0. !X End nail 3-3"x 0.131"nails 8 8 emergency escape and rescue openings where required. Q O *x (galvanized or stainless steel roofing nails for the finish WW 3-lOd box(3"x 0.128");or (g ) g ( ) Q 3-3"x 0.131"nails4-I6s box(3 y"x 0.135") or 1 long,No. 8 x .375 head diameter,ribbed wafer-head screws R311.t STAIRWAY5: Interior stairways shall be pre-assembled p- O O > < X g g wood units. The maximum riser height shall be 8-1/4 inches and N O Q Wall 3-16d common(3 4"x 0.162")• or (for tile finish) the minimum tread depth shall be a Inches,plus nosing where Z Ll 28 Ledger strip supporting foists or rafters ' At each joist or rater, face nail Itis common(3�"x 0.162") 24"o.c. face nail 4-1 Od box 3"x 0.128" ; or required. Provide handrails per Code. � -� ( ) Plywood u 8 Stud to stud(not at braced wall panels) 1 O box(3"x 0.128"); or „ 4-3"x 0.131"nails 14 ring or screw shank nail-minimum iZ3t2.1 GUARDS: Walking surfaces more than 30 Inches above „ „ 16 o.c. face nail 1 5 1 3 6 grade,and steps leading thereto,shall have guards that X 3 x 0.131 nails 2-1 Od box (3 x 0.128 ); or 2-8d common /and/6 12/ga. (0.099 ) shank diameter conform to Code. Itis box 3%"x 0.135" ; or 29 Badging or blocking to joist (2%"x 0.131");or 2-3"x 0.131"nails Each end,toe nail t Staple 18 ga., A,%6 crown width 2 5 " `�• Stud to stud and abutting studs at intersecting wall ( ) 12 o.c. face nail 83122 WINDOW FALL PROTECTION: Windows with sills less than Q 9 3"x 0.131"nails SPACING OF FASTENERS It s is i 1/ring or screw shank nail-minimum e 24 above finished floor and greater than -i2 above grade corners(at braced wall panels) 1 " �� � /z, /s, /z and/ i 6 8 shall be protected per Code. 16d common(3/2 x 0.162 ) 16 o.c. face nail DESCRIPTION NUMBER AND Intermediate 12/ga. (0,099 )shank diameter 16d common 3 %2"x 0.162" 16"o.c. each edge face nail TEM OF BUILDING ELEMENTS TYPE OF FASTENER Edges h supports',' 1 R314 SMOKE ALARMS AND HEAT DETECTION, Interconnected 10 Built-up header(2"to 2"header with u2" spacer) ( ) g orches in 1/ring or screw shank nail-minimum „ „ :: (• ) orches t9 5 z3 3 t :: 3 6 smoke alarms,carbon monoxide alarms,and heat detection . Itis box(3 YZ x 0.135 ) 12 o.c. each edge face nail (inches) /z, /a, /z and/ 12/ga.(0.099 )shank diameter alarms shall be installed at all locations shown on the plans. ,.��� CJS" aer"f;; Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing i 'L� sO'�*:` U;. 5-8d box(2 4"x 0.113"); or P g g P g g Staple 16 ga., 1 / 6 8 8315 CARBON MONOXIDE ALARMS: Install at all locations t ;fc' 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] Hardboardf specified on the plans. 'c�;, y.`; f+ T, it ( " ") 6d common 2"x 0.113" nail 1 %lop ring-grooved underla ment nail 6 6 R31'7 WOOD DECAY PROTECTION Lumber specified In the plans ( ) accordance with AWPA UI for the Intended use a • ' , !+i f an 4-10 ox 3 x .1 ( ) 6 12f gY Itis common 3 1/Z'x 0.162" 16"o.c. face nail 30 ���-��� (subfloor,wall)' 0.200 4d cement-coated sinker nail 6 6 as pressure preservative- treated (P.TJ shall be In p ,� 12 o.c. face nail i9 „ _ :: ( t „ „) r P g / g(P ) Pp 9 and location. 12 Top plate to top plate lOd box(3 x 0.128 ),or 31 /32 1 8d common nail 2/ x 0.131 6 12 Sta le 18 a., zs ion lastic coated 3 6 Fasteners shall be hot-di ed galvanized steel,stainless / ,,',•, •ti.?�•4w^o =°' =" 6 12 + 11 32 1 y 1 3 8d 2%"x 0.131" deformed nail steel,silicon bronze, copper or I/2 diameter or rester 3 x 0.131 nails � � lOd common(3 x 0.148 )nail;or Particleboard steel bolts. pp g ( ) 4d ring-grooved underlayment nail 3 6 g % 3 R401.4.1 GEOTECHNICAL, Footings and foundations shall rest on BEL VEREQ OCT 2 6 2021 8-Itis common(3%2"x 0.162"); or Other wall sheathing Staple 18 ga., /long, /6 crown 3 6 undisturbed soil with a minimum load-bearing value of 2,000 Face nail on each side of end joint t „ psf. Visually graded soils that have this load-bearing value 12-16d box(3 4"x 0.135")• or „ 1 „ 1/2 galvanized roofing nail, /6 head 3 6 s 6d ring-grooved underlayment nail 6 10 Include GW 4 6P-gravel and sandy gravel;GM 4 GG-silty and 13 Double top plate splice 12-1Od box(3"x 0.128");or (minimum id lap splice length 33 / structural cellulosic fiberboard sheathing diameter,or V crown staple 16 ga., 1 %" long Staple 16 ga., 1 1g long,3/crown 3 6 9 gravely y each side Of end joint) clayey gravel;5W d SP-sand and ravel sand;5M d SG-silt La 12-3"x 0.131"nails s :� :: and clayey sand. Unsuitable subsoil material encountered 1 /4 galvanized roofing nail, /6 head t 6dring-grooved underlayment nail 6 10 durinq excavation shall be excavated and replaced In-situ T 34 z%2" structural cellulosic fiberboard sheathing diameter,or 1"crown staple 16 a., 1 1 " g Staple 16 a., 1 3 p g / lon 3 6 �' s p g s long,s crown 3 6 with /4' crushed stone to a minimvm depth of e, Inches or ROBE. O 16d common(3 V2" x 0.162") 16"o.c. face nail t „ a I%"galvanized roofing nail; staple galvanized, R4022 CONCRETE: Basement walls,foundation walls, exterior Z3 Bottom plate to joist,rim joist,band joist or 35 /2 gypsum sheathing „ t „ 7 7 walls and other vertical concrete work exposed to the 0 N f 14 16d box 3 1 " 1 3 long; 1 /4 screws, Type W or S For SI: 1 inch=25.4 mm. weather shall be air entrained stone concrete with a minimum 1- `9 blocking(not at braced wall panels) ( /z x 0.135 ), or 12"o.c. face nail .0 LL (� t- 1 /4 galvanized roofing nail; staple galvanized, compressive strength of f,,=3,000 sl at 26 days. Porches, i 3"x 0.131"nails p 9 p y O O - 36 4"gypsum sheathings 1 g" long; 1 8" 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 t Z 3-16d box 3%"x 0.135" • or 3 each 16"o.c. face nail g yp 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 f'e,=3,5Oo s1 at 25 days. 0 X 15 2-Itis common 2%"x 0.162" • or 2 each 16"o.c. face nail Wood structural panels,combination subfloor underlayment to framing p P P 9 P y • O blocking(at braced wall panel) ( )' c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. C 4-3"x 0.131"nails 4 each 16"o.c. face nail 6d deformed(2"x 0.120")nail;or R403.1.4.I FROST PROTECTION. Exterior footings and foundations O _ m 37 4"and less6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. systems shall extend below the frost line, I.e.,to ca minimum v- 8 d common(2 3 x 0.131 )nail d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 3'-O" below finished grade. O 4-8d box(2%"x 0.113"); or O = 3-16d box(3% )"x 0.135" ;or „ „ 8d common(21/"x 0.131")nail;or e. For 5-ply panels,intermediate nails shall be spaced not more than 12 inches on center each way. - v Z 38 / 1 6 12 8404.1:1 BACKFILL: Backfill shall not be placed against a Z 4-8d common(2%"x 0.131"); or Toe nail 8d deformed(21/2"x 0.120")nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minimum of '1 days. Brace top 0 r 0 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 speec is less than and bottom of wall during backfill placement. O Q _ 39 1%" - 1%4" t „ 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to able end wall framing shall be installed using - O 0 Q 16 Top or bottom plate to stud 4-3"x 0.131"nails 8d deformed(2/2 x 0.120 )nail p g p g g g g 8502.1 WOOD FLOOR FRAMING: Load bearing dimension lumber O IK 0 the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer - V Q Z 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 modulusw pF a 2-I6s common(3 y"x 0.162");or End nail For SI: 1 inch=25.4 mm, 1 foot=304.8 lain, 1 anile per hour=0.447 mE=2.0 x 106./s; 1 ksi=6.895 MPs. Z 3-10d box(3"x 0.128"); or R602 WOOD WALL FRAMING: Load bearing dimension lumber shall Q Q 0- 3-3"x 0.131"nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and be Douglas fir-larch No. 2 or better. studs shall be a minimum 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 t�- OL 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 100WALL SHEATHING USED TO RESIST WIND PRESSURE ,b,c 8702.3 GYPSUM BOARD: All Interior walls to be covered with Y2" lQ- 17 Top plates,laps at corners and intersections 2-16d common 3 Y2"x 0.162" • or Face nail svm board;toped,s ackled and pointed;unless otherwise ( )� ksi for shank diameters of 0.142 inch or less. 9yP P P 3-3"x 0.131"nailsnoted on plans. _ b. Staples are 16 gage wire and have a minimum /6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN v W MINIMUM WOOD MAXIMUM PANEL NAIL 3-8d box(2%"x 0.113");or c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or greater. MINIMUM NAIL NOMINAL WIND SPEED Vutt 8703.3 SIDING: Exterior wall covering shall be vinyl siding tested a4 1L a Y2"" +: • d. Four-foot b 8-foot or 4-foot b 9-foot panels shall be applied vertically. STRUCTURAL WALL STUD SPACING by the manufacturer for use In high-wind regions and Installed -1 W O 2-8d common(2/ x 0.131 ),or Y Y p pP Y PANEL (mph) with fasteners In strict accordance with the manufacturer's 18 1 brace to each stud and plate 2-10d box(3"x 0.128");or Face nail e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). PANEL SPAN SPACING 0 Z Penetration THICKNESS Edges Field Wind exposure category Instructions for higgh-wind regions. Use stainless steel nails for � l- 2 staples 1 4" f. For wood structural panel roof sheathing attached to able end roof framing and to intermediate supports within 48 Size RATING (inches) g p g Y the ocean vinyl sista on buildings located within 3p00 feet of m p g g g Pp orches 9 "y g '''9 p inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less (inches) (inches) (inches o.c.) (inches o.c.) B C D the ocean Itne. m 3-8d box(2%"x 0.113");or than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but 6d Common 1.5 24/0 3/ 16 6 12 140 115 110 R602,1 WOOD ROOF FRAMING: Load bearing dimension lumber O 2-8d common(2%Z' x 0.131");or less than 140 mph. (2.0"x 0.113") for rafters,trusses,roof beams and ceiling joists shall be -� 19 1"x 6" sheathing to each bearing 2-10d boxor x 0.128"Y ; Face nail Douglas fir-larch No. 2 or better. ( ) g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Common 16 6 12 170 140 135 2 staples, 1" crown, 16 ga., 1 %4" long sheathing shall conform to ASTM C 208. 2.5"x 0.131" 1.75 24/16 %6 RW6 ROOF VENTILATION: Soffit vents shall be provided with a ( ) 24 6 12 140 115 110 minimum net free ventilating area of of the h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required vented spore within the soffit. Attic 5s unvented.ea of the DATE: FEBRUARY 2021 3-8d box(2 3 x 0.113 ),or P blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges 3-8d common(21/2"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. RcIO52 ASPHALT SHINGLES: Asphalt strip shingle wrappers shall pp Y g q g g g p g P iP �' � 9 PP 3-IOd 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 or H,r ASTM P-5161 h the malass ti,rerds instructions fasteoed in achteve P g P p Pp PYpY� g p 20 1 x 8 and wider sheathingto each bearing Face nail i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on inches on center shall be applied with panel strength axis perpendicular to supports. that rating. Use a minimum of six nails per strip shingle. Use g Wider than 1 x 8 ' one side of the rafter and toe nails from the ceiling joist to top plate 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 8301.2. stainless steel naris when building within 3poo feet of 4-8d box 2 4"x 0.113" saltwater. ( );or the opposite side of the rafter shall not be required. Lateral bracing requirements shall be in accordance with Section 8602.10. DRAWING NUMBER 3-8d common(2%"x 0.131");or j, the opo 1 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. c. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 RIOo62 AIR SUPPLY, All combustion air for factory-built 3-1 Od box(3"x 0.128");or span rating. Plywood siding rated 16 o.c. or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be provided from the exterior of the dwelling 4 staples, V crown, 16 ga., 13/4"long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. in accordance with the UL listing. A -7 THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING pF QF Load bearing or braced/shear wall -7 , JOIST DETAILS Plate nail-16d(0.135"x 3Y")at above(must stack over wal below) , 12"on-center Load bearing or braced/shear wall above Plate nail, 16d 0.135"x 3%") Plate nail, 16d(0.135 x 3/z°) 7 „ ® must stack over wall below when resent ALLOWABLE HOLES - TJ 1® Joists ll1 ( When sheathing thickness exceeds/ , 2x stud wall at Floor panel nail- /Blocking panel: 1Ye"TJ Rim Board, 1 ( present) at 16"on-center - t ® No load bearing Z at 16' on-center trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2/z")at 6'on-center �' TimberStrand LSL or TJI®joist. , O Blocking panel: Web stiffener wall above Min.distance from Table A Min.distance from Table B 1/"hole may be cut Q ® Plate nail-16d 0.135"x 3Yz" anywhere in web out- required TJ Rini Board,1/a" required on both ( ) Web stiffeners required on 2x4 minimum Web stiffeners Blocking panel: DO NOT ~ Ul TimberStrand® LSL or at 16"on-center* ® side of hatched zone 1Ye"TJ Rim Board, sides at A2W ONLY Sheathing both sides at A3.4W ONLY squash blocks required each side 1 cut or notch flange. TJI®joist Floor panel nail- g 1 boundary nails, at B3W ONLY 1/a"TimberStrand® LSL 8d(0.131"x 2/2')at 6"on-center 1 » or TJ joist 8d 0.131"x 2/z a 1/4"TimberStrand® Rim-to-joist Web Stiffeners required 4"on-center ) LSL rim board. Ys Web stiffeners 6" O •• 0 O 6' O Q 1 required on both nail each side at A3._W ( B1 B1 W v 1W sides of both joist 6" L, 2 x D1 D, Close) grouped round L 2 x L D - • Toe nail-10d 0.131" 1 Y 9 p z z z 6" s" Toe nail, Toe nail, 1Y8"TJ®Rim Board A3/A3W When sheathing ends at B4W ONLY No field cur minimum holes are permitted if minimum No Reid cut Do not cut ( x 3")at 6"on-center 10d(0.131"x 3") 10d(0.131 x 3") TJI®rim joist only)or thickness exceeds 7/" 12" Web stiffeners required DO NOT holes in (applies to all holes the group perimeter holes In holes larger O Y) min. End of joists at hatched meets requirements for hatched + 1L at 6"on center at 6"on-center 1Y4"TimberStrand® LSL. trim sheathing tongue 3 on both sides at B1 W cut holes In cantilever except knockouts) q than 1/•In For rim board thicker than 1/a" centerline zones round or square holes. zonas cantilever TJI®rm joist at rim board and B2W ONLY reinforcement. q Q Web stiffener Toe nail-10d(0.131"x 3") -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support Table A - End Support W required on both Must have 13/4"minimum Install proper blocking to nail.Top nail from TJI joists Into rim board. Blockingpanels may be require pp t W at 6"on-center* p p g Blocking panels may be required with braced/shear p Y q Minimum distance from edge of hole to inside face of nearest end support _ * sides at Al W ONLY * joist bearing at ends. Attach �c support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe B2 B2t/�/ 9 P Y q B3 B3W with braced/shear walls above or B4 B4W g pport � to � Al Al W O A2W rim joist per A3 detail. 8(9(9(9 nail from side of parallel closure into rim board. walls above or below-see detail B1 below-see detail B1 O JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE - O O *For additional installations specifications see Rim Board A3.4 A3.4* DEPTH TJI® *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 A3.3 P O O z" 3• a" 5' sY 7" s%' 11~ 13^ 2~ 3~ a" s~ sY~ 7^ a7/e' 11" 13' O O O O y Nail through 2x cantilever,wood backer and 0 v 1 Details and Installation in Weyerhaeuser Installation Guide , t ,10 1-0^ ,'-s^ 2'-0" 3'-0^ 5'-0^ 1-0" 1-s" z'-s^ 3'-s^ a'-s^ � (V (V Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. 1/a"TJ®Rim Board or 1/"TimberStrand® LSL. Blockin TJI®joist web with 2 rows 10d(0.148"x 3") for Floor and Roof Framin ,TJ-9001. 9 s'/:" z10 1-0" 1-6" 7-6" T-0" 5'-6" 1-0^ r-o" T-6" a'-o" F-0" t �p ._ g Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 230 1'-6" z'-o" z'-6" 3'-6" 5'-6" ,'-o" 2'-0" 3'-0" a'-s" s'-o" top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3%")nails with 3Yz"TJI® 360 ,'-6" 2•-0" T-0" 4'-0" s•-o" ,'-6" 2'-6" T-6" s'-o" 5'-6^ N p with connections equivalent to floor panel joist flange widths. 560 1'-6" z'-6" 3•-6" 5'-0•' T-0" 2'-0" T-0" 4'-0" 5'-6" 6'-0" - H 110 1'-0" 1'-0" 1'-6" 2'- " 2'-6" T-0" 5'-6" 1'-0" 1'-6" 2'-0" T-6" 4'-6" s'-" 6'-0" # 6'-0"length of TJI®joist 8"diameter maximum hole for 11/"- 1Ys"TJI Rim Board 1Ya"TimberStrand schedule. z10 ,'-o" 1'-s" 2'-0" z'-o" 3'-0" 3'-s" s'-o" ,'-o" 1'-s^ z'-s" 3•-0" 5'-0" 5'-s" s•-s" _ reinforcement and filler 16"deep blocking panels;6"diameter N 4'-0"length of 8"diameter maximum hole for 117/"- block.Use 4'-0"length maximum for blocking panels 9%z"deep LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 11'/" 230 1'-0" 1'-6" 2'-0" 2'-6" 3'-0" 3'-6" 6'-6" 1'-0" 2'-0" 2'-6" T-6" 5'-6~ 5'-6" T-0" with one 8d(0.131 x 2Y) 360 1'-6" 2'-0" T.0" 3'-6" 4'-6" T.0" T-0" ,'-6" 2'-6" T-s" 4'-6" 6'-6" 6'-6" T-6- 8" each at top and bottom flange. . 3/a"reinforcement on 16"deep blocking panels;6"diameter with 9%"and 11%"TJI or shorter than 12"long. 560 r-6" 2'-s" T-0" a'-0" 5'-s" s'-o^ 8'-0" 2'-6" T-6" a'-s^ s-6" T-0" T-6° a'-o" 8"diameter maximum hole for 11 one side at E2,both maximum for blocking panels 9%" joists. Do not cut flanges. Attach reinforcement to joist nail at each corner F1 applies to Web stiffeners %8'-16"deep blocking panels;6" sides at E3 g P with one 8d(0.131"x 2Yz") 110 1'-0" 1-0° ,'-o^ ,'-o" r-s" 2'-0^ 3'-0° 5'-s" 1.0" r-o" 1-s° z'-o" 3'-s^ a'-o" s'-o" a'-o" deep or shorter than 12"long. Horizontal blocking uniformly 210 1-0" 1-0" 1-0" 1.6" 2'-0" 2'-6" T-s" 6'-0" r-a' 1-0" r-o" z'-6° a'-o^ a'-s° 6'-s" a'-s^ kinmm above required on both diameter maximum for blocking Do not cut flanges. 1Ys"TJ®Rim Board 1Ya" nail at each comer panels between each loaded joists 14" 230 ,'-0" ,'-0" ,'-o" ,•-6" 2'-6" r-s" 4'-0" T.0" 1'-0" ,•-0^ 2'-0" 3'-0" a'-0• 5'-0^ 7'-0" 9'-0" sides at E1 W ONLY panels 9Y2'deep or shorter than TimberStrand®LSL.Nail with joist. Nail to top plate with 0" only. 360 ,'-o" 1'-0" 1'6" 2'-s" 3-4 a'-o~ 5'-s" s'-o" 1'-0" 1'-s" 2'-6" 4'-0" F-o" 6'-6" F-o" 9'-6" 12"long. 10d(0.131"x 3")nails,one 12"length of 3/" connections equivalent to Wood 5' ��` 560 1-o" 1-0" r-o" T-0" 4'-6" s-o" 6'-6" 9'-0" 1-6" T-0" 4'-0" 5'-0" T-0" 7 Y,6"-, Do not cut flanges. 1Ys"TJ®Rim Board or 1Ya" each at top and bottom flange. reinforcement on floor panel schedule. backer a�`��e� ���I� 1'-0° r-0" t'-0" ,'-s" z'-6" T-6" s'-o^ ,'-0" t'-0" r-o" 2'-0° e'-o^ TimberStrand® LSL.Nail with one side at E5, 12"length of 3/" , we � c���odso 1s 3so ,:o" r-o° r o° r-o" z=s" z's" a=s^ s'-s° 9-0^ 1'o^ ,'-o° 1-s" 3=0° s-o" s-s" s=o" 10'-0° „=s" eac(0.131"x 3")nails,one Attach reinforcement to both sides at E6 re nfo cement on one side �\ o `P 9 joist web with 3 rows P I r 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-0" 5'-0" 7'-6" 10'-0" 1'-0" 2'-0" 3'-0" 4'-6" 6'-6" 7'-0" 10'-0" 11'-0" 12'-0" each at to and bottom flan e. Full de th vertical a� �r �vEat E7,both sides at E8 F1 _10d(0.148"x 3")nails at 6" blocking between �e� a~ 5•• s~ T• e^ 10~ 12•• 15" ,7~ a^ 5^ s~ T' e•• 10^ 1z~ 1s~ 1T•ttach reinforcement on-center,clinched.Use 2 each joist 360 1'-0" 1'-0" ' " 1' " '-0" 4'-0" 5'-6" 10'-0" 1'-0" 1'-6" 3'-0" 4'-6" 6'-0" 10'-0" 11'-0" 13'-6"to joist flange with , " 7 " E7 E8 Less than 5" te~ J g `Z'• (� rows with 9/2 and 11/ Less than 5" 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-6" T-0" 11'-0" 2'-0" 3'-6" 5'-0" 6'-6" S'-0" 11'-0" 12'-0" ls 2_0 squash blocks p" 8d cerate .When reinforcing �a�`� TJ Is � Gap*: WEB STIFFENER ATTACHMENT 20 560 1'0" 1'-0" 1'-0" ,=o" 1-0" z'-0" 4'-6^ 110 3=s" 5'-0" 7=oN 1Ya"TJ®Rim Board or 2 •\�u� on-center.When reinforcing E5 E6 /-� CS Use 2x4 minimum squash blocks to 1Ya"TimberStrand® LSL. Face grain tea+ both sides,stagger nails. Ys minimum 23/"maximum 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%z"TJI joist flange widths 1" T Minimum distance from edge of hole to inside face opearest intermediate or cantilever support nails,one each at top and (%"for TJI® Nailing: bottom flange. Option#1: 560,560D) See sizes below. JOIST TJI^0 ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subfloor TJI®joist blocking with end Web stiffener both sides. DEPTH z~ 3" 4~ 5" BY2" 7~ e%" 11 13" 2" 3~ 4" 5" 6%" 7~ e7/" 1r' 13" adhesive to all blocks installed at%joist-span See sizes below. *With point load from above,and no support 110 2'-0" 2'-6" T-6" 4'-6" 7'-6" 1'-6" z'-s" 3'-6" 5'-6" 6'-6" Flush bearing plate required. Structural exterior sheathin locations using p pp g contact surfaces g below,install web stiffener tight to to flange 9y., 210 2'-0" 2'-6" 3'-s" 5'-0" 8'-0" 2'-0" 3'-0" 4'-0" 6'-6" T-6" hanger height must Double TJI Joist Filler Block: Hanger Backer Block: Install tight Maximum Ya"overhang two 8d(0.113"x 2%") * g p g - be a minimum of 60% Flashing Tight fit (gap at bottom flange) 230 2'-6" 3'-0" 4'-0" 5'-6" 2'-0" 3'-6" 4'-6" 6'-6" 7'-6" Attach per the table.Clinch to top flange(tight to bottom permitted at beam. nails or 360 T-0" 4'-0" 5'-6" s'-6" 9'-0" T-0" 4'-6" 5'-6" T-6" F-0" of/oistdepth nails when possible. flange with face mount hangers). a Nailing Requirements 560 3'-6" T-0- 6'-0" T-6" 10•-0" 4'-0" 6-6" 6'-6" 8•-0" 9'-0^ Clinch nails when possible. Treated 2x_ o\StisQ 2y"screws, TJI®Joist Series Depth Minimum Web Number Nails 110 r-o" ,'-o" r-6" r-s" a'-o° a'-6° s'-s" r-o" r-s' z'-s° a'-°" T-o" T o° s° p ledger �1 a�' typical (in.) Stiffener Size Type End Intermediate g tt` 210 1'-0" 1'-0" 2'-0" T-0" 4'-6" 5'-0" 9'-0„ 1'-0" T-0" 3'-0" 4'-6" F-0" 8'-0" 10'-0" i•;�• See fastener ® 1 110 All W.x 2VI6"(') 117/6" 230 1'-0" 2'-0" 2'-6" T-6" 5'-0" 5'-6" 10'-0" 1'-0" 2'-6" 3'-6" F-0" 8'-6" 9'-0" 10'-6" 1/a"TJ Rim Board or 1/a" 360 2'-0" T-0" 4'-0" 5'-6" 7'-0" T-6" 11'-0" T-0" T-6" 5'-0" T-0" 9'-6" 9'-6" 11--0- Top below.Maintain ® 210 All 3/"x 2%6"") 8d Top mount 2"distance(minimum)from TimberStrand LSL. 230&360 All 7/"x 25/6"(1) 0.113"x 2%") 560 1-6" T-0" 4'-6" s'-s" 8'-0" B'-6" 12'-0" 3'-0^ 4'-6" V-0" 8'-0" 10'-6" 11-0" 12'-0" hanger edge of ledger to fastener. Option#2: t ( 3 3 110 1-0" 1-0" 1-0" 1-0" 2'-0" r-6" a'-6" 8'-6" 1-0" 1-0" 1-0" z-6" 5'-0" 6'-0" 9'-0^ 1z'-o^ 2X strapping installed at/ 16d 210 ,'-0" ,'-0" 1'-0" 1'-0" 2'-6" T-0" 5'-6" 9'-6'• 1'-0" 1•-0" T-0" T-6" 6'-0" T-0" 10'.0" IT-0- Face mount Backer block joist-span locations using two 2 560 All 2x4(2' 14" 230 1-0" 1'-0" 1-0" 2'-0" T-6" 4'-0" 6'-0" 10'-6" 1-0" 1-0^ r-s•' 4'-0" s'-6^ T-6" 1r-o" 13'-6" both sides of web Allowable Load(lbs) 1 „ 0.135"x 3/") /2 screws perjoist,typical ( 360 r-o" ,'-o° r-o° 3'-s° 5'-s^ s•-o^ 8'-6" 1r-s° 1-0" z'-o" a'-o° s'-s° 9'-0" ,o'-o" 1r-o" 14'-0" hanger ® Fastener 1%"TimberStrand® I%"TJ®Rim Board 18" 4 4 560 1'-0^ 1'-0" 1'-6" 3'-6" F-6" F-6" 9'-6" 13'-6" 1'-0" 3'-0" 5'-0" T-0" 10'-0" 11•-0" 13'-6" 16-0- with single TJI joist LSL rim board 16d Option#3: 560D 20 2x4 230 5 5 210 1'-0" 1-0" 1'-0" 1'-0" 1'-0" 1'-0" T-6" s'-0" 10'-0" -170-T1'-0" 1'-0" 1'-6" 4'-6" 5'-6" 10'-0" 12'-6" 16'-0" Web stiffeners required if sides of Yz"lag bolt 610 480 Direct/ applied ceiling 22"(" (0.135"x VF) 6 11 z3o 1-0" 1-0° 1-0" 1-0" 1'-6" z'-o^ a'-0" s'-6" 11-°" 1-0" 1-0" no" r-6" 5'-0" F-a' 10'-6" 13'-6" 16'-6" With top mount hangers,backer block required only Y PP 9 1s^ H 1 hanger do not laterally support at HZ H3 24"(3' 6 13 360 1-0^ 1-0^ r-0" 1-0" T-0" 4'-0^ 6'.6"110'-0' 13'-6" 1-0" 1-0" z'-o" a'-o" T-6" 8'-6" 13'-0" 14'-6" 17'-0^ O 3 ®. O for downward loads exceeding 250 lbs or for uplift O Corrosion-resistant fasteners required for wet-service applications. PB1 When specified on the layout, One of W 560 ,'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-s" T-0" 11'-0" 15'-0" 1'-0" T-0" 3'-6" 5'-6" 9'-0" 10'-0" 14'-6" 16'-0^ 19'-0" least/6"of TJI joist top flange conditions.For nailing requirements see page 5,TJ• LA O p y O (1)PS1 or PS2 sheathing,face grain vertical the bracing options above is required 2 Construction rade or better a•' 5~ s'• 7~ a~ 10" 1z•• 15" 1T 4•• s' s'• 7~ a" 1M- 2 5• 1 9001, Weyerhaeuser installation Guide for Floor and (3)Web stiffeners are always required for 22"and 24"TJI®560D Joists 3so 1'-0• 1'-0" 1'-0^ ,'-s" 3'-0" 6'-0" 9'-0" 15'-0^ 1'-0" 1'-6" a'-o" s'-6^ s'-o" 1 -s" v Roof Framing, TJ-9001. q 1e sso 1-0" 1-0" 1-0" r-o" z'-o^ 6'-0^ ,o'-o" 1s'-s^ 1-0" 3'-6" 6'-0° '-°"BEAM DETAILS FASTENING of FLOOR PANELS 20» 3so 1'-0" 1'-0" 1'-0" ,'o" o" 3-0" ' " ' " ' " 1'-0" 1 '-o" z,'-o'"Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES ,'-0" 1'-0" v-0" 1'-0" 1 '-6" 20'-6'" O TJ►®(,)(2) Rim Board 12" TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement of longest side. ILL � to W V Nail Size 110,210, 360 and + • ® + " TimberStrand®LSL Microllam® Parallam® t • Leave Y" to Z IQ BEARING FOR DOOR BEAM TO BEAM BEARING AT /e TJ Ri 1/a Depth 9Y2 or or 14• 9�"or 14"or g�"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. UJ V W t z OR WINDOW HEADER CONNECTION CONCRETE WALL and 5so Board TimberStrand®LSL or wider LVL PSL p 7 7 117 „ 11/e" Z < W _ BEARING AT WALL 11/e" 11/e" 16" 16" 20" 16 20" Tables are based on uniform load tables in current design literature. � 8d(0.113"x 2�"),8d(0.131"x 2�") 4" 3" 6" 4" 3" 3" 3" Filler Block(t) 2x6+3/" 2x8+%" 2x6+%" 2x8+)z" 2x12+)z" Two Two Two -t U_ Q�W 1Y6"TJ®Rim Board Or LLI Strap per code 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 m 10d 0.148"x 3" ,12d 0.148"x 3Ya" 6" 4" 4" 4" 4" ( ) 9 g g g g ( ) ( ) at the center of the joists an provided that no other holes occur in the joist. 1Ya"TimberStrand® LSL or is not continuous over lb b Cantilever 2x6 2x10 2x6+3 " 2x10+3 " 2x6+ 2x10+ j p p j blocking for lateral support header 16d(0.162"x 3Y2) 6" 6" a a 8" 6" Y" Y2 Not 9 PP 3 Filler 4'-0' 6'-0" sheathing sheathing sheathing sheathing applicable Not applicable - �yj -LyILI O (1)Stagger nails when using 4"on-center spacing and maintain 1 /B"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 V-0"long pp ALLOWABLE HOLES Headers and Beams \} (L Z t- Q LUz panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastenerspacing for Backer Block 1+) .55E TimberStrand® LSL Headers and Beams (L / Strap per code if top •.• blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI ®joists. a „ 3 s » 7 2 For non-diaphragm a lications,multiple rows of fasteners are permitted if the rows are offset at least I/V and staggered. (Detail F1 / or/ / or/ / or 1"Net 2x6 2x8 2x12 N <J ~O plate is not continuous ( ) pp p p gg or H2) lis-- I- m < (3)With 10d(0.148"x 1'/z")nails,spacing can be reduced to 3"on-center for light gauge steel straps. 2 x diameter of the } �Q over column O `.4 TO mount 3 1 If necessary,increase filler and backer block height for face mount hangers and maintain/e"gap at top 2 joist;see detail to blockand backer largest hole minimum P ••� (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1 38"(to avoid Splitting). block dimensions should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum forflllerblocks). � ( ) � f(� � V Q hanger (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 /8"(to avoid splitting). Y depth v I Q Q Column Face mount Protect untreated ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Allowed hole zone 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, TJ-9001. O o literature for framingconnectors ■Nailing rows must be offset at least Y"and staggered. o Z ■14 ga.staples may be substituted for 8d(0.113"x 2Y2")nails if minimum penetration of V into the TJI O joist or rim board is achieved. 0 0 0 0 0 1.55 E TimberStrand®LSIL _ ® Joists must be laterally supported at Header or Beam Maximum Round ■Maximum nail spacing for TJI joists is 18"on-center. Depth Hole Size cantilever and end bearings by blocking j� Multiple-Member Connections for Top-Loaded Beams panels,hangers,or direct tattachmentto gYa"-9'/z" 3" TJl®joist framing does not a rim board or rim joist. " 8 11Ya"11 7/B 35 Fastener Installation Requirements O 14"-16" 4V811 Piece #of Fastener require bridging or mid-span E1 General Notes See illustration for allowed hole zone ••••=`•4 fps.,, Width Plies Type"' Min.Length #Rows O.C.Spacing Location When fasteners are required on both blocking ;.. Allowed hole zone suitable for headers and beams with t":"�' t f t"�` "'°° uniform and/or concentrated loads anywhere along the member. ^' �, •••••••• ,'1 - s, -' IZ) sides,stagger fasteners on the second r .� �.•;' � 1 r 10d nails 3" 3 Round holes only t t (i r1z,• �, t BEARING AT 12" side so they fall halfway between , •I N N „o,,r' 2 12d 16d nails 3 Ya" 2(2' One side No holes in headers or beams in plank orientation. COLUMN fasteners on the first side. Screws 3%"or 3Y2' 2 24" 10d nails 3" 312' DO NOT bevel cut joist Al H2 Other Trus Joist® Headers and Beams �,•; .1 � 12" Both sides Rim board joint 01 12d-16d nails 31/4 2j2' beyond inside face of wall. Microllam® LVL B fly. f t i'+ .r` ��';'x E2 between joists m' 3 1 DO NOT overhang 1.3E TimberStrand® and Parallam®PSL Both sides _--'-•`� r-.r , . ..t»:.;*�•m. �,. .,:. 1/a" 3/6 or 3/z On beams beyond the inside LSL hole zone hole zone 2 x diameter of the %depth Screws 2 24" Load must be applied evenly across 3, ;,,,,_},,., A,,,-„r��t .r..•• 5" One side entire beam width.Otherwise,use face ofsupport member. largest hole(minimum) 3r t'f:;.! #»,,• - Verify column capacity 10d nails"' 3" 312' One side connections for side-loaded beams. DO NOT cut,notch o,rdrill and beam bearing (31 1 (21 12" (per ply) except as indicated in DEI: VERFD GGT 2 6 2021 L5 length.See current 4 12d-16d nails 3/4" 2 d o o hIllustrationss and tables.oles In headers or S O Weyerhaeuser literature. 5"or 6" Both sides y o 0 0 Screws 2 24" 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 ® Q L6 q P Screws 5"or 6" 2 24" Both sides maximum width of 7" Microllam® LVL and Other Trus Joist Beams 1'/e"TJI Rim Board or 1Y" Parallam®PSL Header or Beam Maximum Round --I L3 r- 1 2 3 " One side TimberStrand® LSL. allowed hole zone Depth Hole Size O Q 6/a A2 middle%span 43/" 1" d 1.3E TimberStrand®LSL allowed hole zone d Q l O dl Yz"bolts 8" 2 24" - 5�„ 13/4" � � d- (1) 10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LO K-EWPT"'. B1 L1 7y"-20" 2" r �j t COLUMND ETAI L�� (2)An additional row of nails is required with depths of 14"or greater. H1 "YL 14 See illustration for Allowed Hole Zone nn (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 B2 BEAM ON • Allowed hole zone suitable for headers and beams with uniform loads only. Q Z • Round holes only • No holes in cantilevers. O O J m COLUMN CAP NAILING AT BEARING (FLOOR) L5 B3 TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist • No holes in headers or beams in plank orientation. 1%"TJ®Rim Board or (Load bearing wall above) y\ U - 1Y4"TimberStrand® LSL. 1 One 10d(0.128"x 3") Joist may be shifted up to 3"if O B4 Use B1 Or B2 at g � , `nail into each flange floor panel edge Is supported intermediate bearin S WARNING O - V Z One 8d(0.113 x 2/') and span rating is not exceeded. nail each side.Drive Do not cut joist flanges. with load bearing or Joists are unstable until braced laterally O Q IL nails at an angle at braced/shear wall Q Plumbing Drop Bracing Includes: Q 1 OY W Q least 1Y2"from end. End of joists from above • Hangers • Rim Board • Rim Joist O Q P1 • Blocking eat • Strut Lines "_/ at centerline - v Q < Z 3Yz minimum of support L2 lL COLUMN BASE 3 intermediate bearing Also see detail B2 W Z 1/a minimum end bearing d single-family applications 5/"may r required l for maximum H1 , � �� _ -�•�•- Q Q � V Shear transfer:Connections equivalent capacity O O -1- p-• X X to floor panel nailing schedule • �, dr I- X (-- `� Rim to TJI®Joist ° DO NOT walk on joists DO NOT walk on joists DO NOT stack building "•<3.'. :::'''.'' ':' ' ® TJID 560 rim joist:Toe O until braced. that are lying flat. materials on unsheathed () N 1/s"TJ Rim Board, ;•a;:�;:,,� Additional joist is required if tj Q 1Y4"TimberStrand® LSL or nail with 10d(0.128"x 3") o INJURY MAY RESULT. joists. Stack only over -1 (n - TJI®110 rim joist: nails,one each side of floor panel edge is unsupported L4 or ifs an ratin is exceeded. ° • WARNING NOTES: beams or walls. V W P2 One 10d(0.131"x 3")nail TJI®joist flange TJI®560 P 9 O LA Exterior Deck DO NOT use sawn LL O •' % • O Attachment Lack of proper bracing during construction can result in serious -I into each flange floorjoist • '• /umber for rim accidents.Observe the following guidelines: O Z O Ix Structural g g TJI®210,230,and 360 rim " O board or blocking, ®. . 1- INSTALLATION TIPS • .:,• sheathing 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI foists must be completely installed and properly nailed. 1L O ELEVATED 1 I 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 m t-+ One 16d 0.135"x 31 " nail •Subfloor adhesive will improve floor performance,but O after installation, accomplished b a temporary or permanent deck(sheathing)fastened to the first 4 feet of oasts at the end of the bay. - O COLUMN BASE ( /z) p v p ry p ( g) j 13/4"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 O m j J Top View y g( g joist.Without this bracing,buckling sideways or rollover is highly r g Locate rim boardJoint between joists. O Safety bracing 1x4 engineered/umber, j 9• 9 Y g y p obable under light construction loads-such as a � •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at 8'on-center(6' worker or one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and 62).Packing out the web from direct contact with See ALLOWABLE on-center for TJIs 110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. ®' O H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. 1 of a TJI joist(with web stiffeners)is not a substitute concrete 1Yz"knockouts at extended to a braced end wall. 6.The flanges must remain straight within 1/2"from true alignment. 1Ys"TJ®Rim Board or 1/a" 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: 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 Ay.com/inform. Optional plumbing or HVAC. � P3 non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or of wall or beam 1-J0I5T DETAILS grout One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. 1Y"minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information. ' - a