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45908-Z
��o�SUFFOLk�oG� Town of Southold 8/28/2022 P.O.Box 1179 N 53095 Main Rd ytr�l �aor� t Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43378 Date: 8/28/2022 THIS CERTIFIES that the building , SINGLE FAMILY DWELLING Location of Property: 2915 Stanley Rd.,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-8-71 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. 45908 dated 3/10/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement, covered front porch,rear 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-21-0039 8/2/2022 ELECTRICAL CERTIFICATE NO. 45908 7/19/2022 PLUMBERS CERTIFICATION DATED 3/22/21 &6/1/22 h s Sander jq A i d ignature �o�SUFFvt o TOWN OF SOUTHOLD �cGy� BUILDING DEPARTMENT C* a TOWN CLERK'S OFFICE "oy • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45908 Date: 3/10/2021 Permission is hereby granted to: Signature Five Loan Trust 1430 Broadway Ste 350 New York, NY 10025 To: construct single-family dwelling as applied for per SCHD approval. (Lot#17) At premises located at: 2915 Stanley Rd., Mattituck SCTM #473889 Sec/Block/Lot# 106.-8-71 Pursuant to application dated 2/19/2021 and approved by the Building Inspector. To expire on 9/9/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,942.00 CO-NEW DWELLING $50.00 Total: $1,992.00 Bui ctor pf SO!/T�,ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Southold,NY 11971-0959 ��ly� Nam sean.devlinatown.southold.ny.us 4UNTV, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Zenith Property Group LLC Address: 2915 Stanley Rd city:Mattituck st: NY zip: 11952 Building Permit#: 45908 Section: 106 Block: 8 Lot: 71 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 12 Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt 1 Wall Fixtures Smoke Detectors 4. Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 36 Heat Detectors 1 Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt G2S Emergency Fixtures Time Clocks Disconnect Switches 4� 4'LED Exit Fixtures Pump Other Equipment: Fridge, Oven, DW, W/D, 200A Panel 40 Circuit/25 Used Notes: New Two Story Inspector Signature: �' Date: July 19, 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 G;: Southold,NY 11971-0959 Q �� BUILDING DEPARTMENT TOWN OF SOUTHOLD C:E R T1 F I.C.A.T 1.ON Date'-_ - Y Building Permit No. s 0 Owner: )'t Q Fl-VQ, (Please print) Plumber• � �,- . . ����_ (Please print) I certify that,the solder used in the water supply system contains less than 2/10 of I% lead. (P ers Signature) -. Sworn to before me this../ . day of ,•,�ince n,� .. ...... . :... _... ,��.��`�� a0' Of olyp �'ei�o�; Notary Public,, U .. --,,�'oti - _ 3t �, IRES f �g SOUTH �o� opo # -TOWN OF SOUTHOLD BUILDING DEPT. ycou765-1802 INSPECTION [ UNDATION 1ST MD [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] --INSULATION/CAULKING- [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY'INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: l I 6A 44M (�tW lytal 4'� caloft T� - DATE INSPECTOR Ol Of SOplyo - — -- -- # # TOWN OF SOUTHOLD BUILDING DEPT. - o`y �� 765-1802 INSPEC . ON ] FOUNDATION 1ST [ ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [V]/FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE'SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ - ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/ REMARKS: 6-J-41YAa Si bivr P"vw ?(�' covl v v� vn ✓ fol 01 Lift . DATE INSPECTOR •��Og �aOF SO//T�D # # TOWN OF SOUTHOLD BUILDING DEPT. `ycoutm,N�'' 765.1802 jNSPEc710N - . - . .,. fFOUNDATION 1ST [ UGH PLBG�'�� � [ ] `FOUNDATION-2ND [. ] INSULATION/CAULKING [ "] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY - [ ] . FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [` ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: c DATE ANSPECTOR # # TOWN OF SOUTHOLDZUILDING DEP `ycourm,��' 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ` [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] PRE C/O REMARKS:. DATE INSPECTOR _ °" - 0FS0Ulyo� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: � � 9-e-TkiC, -CAN DATE INSPECTOR �a'a so yO - h� # TOWN OF SOUTHOLD BUILDING DEPT. °�ycaurm N�' 765-1802 .k INSPECTION, [ ] FOUNDATION 1ST [rlN UGH PLBG. FOUNDATION-2ND - [ ULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ., [ ] FIRE RESISTANT CONSTRUCTION [. ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REM _ KS: la't� W V� VrA m I xm lis ewr DATE INSPECTOR - - pF SOUTyolo f f TOWN OF SOUTHOLD BUILDING DEPT. °ycourmN�'' 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 rl PRE C/O REMARKS: ft—,?!f DATE -:5717 INSPECTOR 05 �o��OF SO//l�o� _ # # TOWN OF SOUTHOLD BUILDING DEPT. �ycomm", 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL IVb [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: , I � �✓ 'Ci tl� 3 14644 4 (4d q baX4 /) J , V DATE INSPECTOR NlSN�T IiER'� Inlrlex t`.r�t+��� .�s�. Mtfrdl f"nwrp�y ,i,� ill �i ,•,r ,. i rl'' Ii �',•,I.CSp(inttsl 'ski ! t 3 „ ill,a•, , .. � .. Za+c C�elr�t "° � ilap�rrt•d .-..w.-...,-x�. - (llr•hl.'•Nl I ., WwNif NFk U# •RtWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Project Title: New Home 1000-106-8-71 Projected Rating: Based on Plans - Field Confirmation Required. Report Date 2021-02-11 Data Filename 2021_017 2915 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 139 Heating Degree Days 5294 HERSlndex 56 Construction Site Owner/Agent Designer/Contractor HERS Rater 2915 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 2915 Stanley Road 3080 Route 112, Suite C Jerry DAmaro Mattituck, NY 11952 Medford, NY 11763 Certification#2614397 631-767-4807 631-878-7808 Building Information Conditioned Area (sq ft) 3643 Conditioned Volume (cubic ft) 37200 Insulated Shell Area (sq ft) 6520 The items below will be inspected for energy code certification. Any deviation from these specifications should be brought to the attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass Performance Path Pass Duct R-Value Pass Maximum Energy Cost($/yr) 4923 Maximum UA 373 Your Home Energy Cost($/yr) 4495 Your Home UA 363 Better Than Code (Pert) 9.5% Better Than Code (UA) 2.7% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA 1226 39.0 0.0 43 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid 2185 15.0 5.0 122 AG Wall 2: R15,FG1,4-16 260 15.0 0.0 21 AG Wall 3: R-18 SPF+Rigid 312 13.0 5.0 18 REM/Rate-Residential Energy•Analysis,and2Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. REM/Rate - Residential Energy Analysis-and Rating Software,v1 6.0.4 New York Compliance Certificate Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Joist 1: Cond - ambient 132 13.0 5.0 0 Joist 2: Cond -> garage 23 13.0 0.0 0 Joist 3: Cond -> ambient 113 13.0 5.0 0 Joist 4: Cond -> attic 23 13.0 0.0 0 Window 1: U:0.28, SHGC 0.31 DR 40 0.280 11 Window 2: U:0.30, SHGC:0.31 210 0.300 63 Window 3: U:0.28, SHGC 0.32PIC 32 0.280 9 Window 4: U:0.28, SHGC:0.25 15 0.280 4 Door 1: Fiberglass U-0.28 JD 34 0.280 0 Door 2: Fiberglass U-0.17 JD 20 0.170 0 Basement Walls Wall 1: R-11 Paramount 989 0.0 11.0 58 Wall 2: R-11 Paramount 177 0.0 11.0 10 Window 5: U:0.30, SHGC:0.30 21 0.300 .6 Door 3 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 ! �O 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 •REWRate - Residential Energy Analysis and Rating Software v9 6,4,4 New York ComplianCLertif ate �r Amaro Name-Title Signatur Date I 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 2915 Stanley Road 631-878-7808 2021-02-11: Mattituck, NY 11952 Jerry DAmaro Rating No:2021_017 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-71 Oasis at Mattituck, Corp. 2021_017 2915 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 Engineering's field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. Ceilings [ ] 1. Sealed Attic: R-39 SPF SA (1349 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation- Name: main Insulation Grade: 1 II III Face / inset Comments/Location Above-Grade Walls [ ] 1. Wall: R-20 Batt+Rigid (2185 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-15.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Wall: R15,FG1,4-16 (260 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage/attic Insulation Grade: I II III Face / inset Comments/Location [ ] 3. Wall: R-18 SPF+Rigid (312 s.f.), Between sealed attic and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: attic gables Insulation Grade: 1 II III Face / inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.13 REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2915 Stanley Road 631-878-7808 2021-02-11 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_017 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-71 Oasis at Mattituck, Corp. 2021_017 2915 Stanley Rd.P.CC.blg Date: 2/11/2021 Windows and Skylights [ ] I. Window: U:0.28, SHGC 0.31 DR(40 s.f., North), U-Value: 0.280, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: D1 Orientation: North Comments/Location [ ] 2. Window: U:0.30, SHGC:0.31 (45 s.f., North), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W2 Orientation: North Comments/Location [ ] 3. Window: U:0.28, SHGC 0.32PIC (16 s.f., North), U-Value: 0.280, SHGC: 0.320 For windows without labeled U-factors, describe features: Name: W3 Orientation: North Comments/Location [ ] 4. Window: U:0.30,SHGC:0.31 (60 s.f.,South), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W5 Orientation: South Comments/Location [ ] 5. Window: U:0.28, SHGC 0.32PIC (16 s.f., North), U-Value: 0.280, SHGC: 0.320 For windows without labeled U-factors,describe features: Name: W7 Orientation: North Comments/Location [ ] 6. Window: U:0.28, SHGC:0.25 (6 s.f., North), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W8 Orientation: North Comments/Location REM/Rate•-.Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 2 of 7 EnergY Code I nspectio-n _.Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2915 Stanley Road 631-878-7808 2021-02-11 - Mattituck, NY 11952 Jerry DAmaro Rating No:2021_017 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-71 Oasis at Mattituck, Corp. 2021_017 2915 Stanley Rd.P.CC.blg Date: 2/11/2021 Windows and Skylights [ ] 7. 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: W9 Orientation: North Comments/Location [ ] 8. 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:W10 Orientation: North Comments/Location [ ] 9. Window: U:0.28, SHGC:0.25 (9 s.f., West), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W11 Orientation: West Comments/Location [ ] 10. Window: U:0.30, SHGC:0.31 (15 s.f., West), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W12 Orientation: West Comments/Location [ ] 11. Window: U:0.30, SHGC:0.31 (60 s.f., South), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W14 Orientation: South Comments/Location [ ] 12. 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: W16 Orientation: North Comments/Location REM/Rate-Residential Energy Analysis and•Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 3 of 7 Energy Code_. Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2915 Stanley Road 631-878-7808 2021-02-11 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_017 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-71 Oasis at Mattituck, Corp. 2021_017 2915 Stanley Rd.P.CC.blg Date:2/11/2021 Windows and Skylights [ ] 13. 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: W17 Orientation: North Comments/Location [ ] 14. Window: U:0.30, SHGC:0.30 (7 s.f., West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W18 Orientation: West Comments/Location Doors [ ] 1. Door: Fiberglass U-0.28 JD (34 s.f.), R-Value 3.6 Comments/Location [ ] 2. Door: Fiberglass U-0.17 JD (20 s.f.), R-Value 5.9 Comments/Location [ ] 3. Door: PCH BSMT (22 s.f.), R-Value 4.5 Comments/Location Frame Floors N/A Slab Floors [ ] 1. Slab: R-0 Paramount (1226 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location REM/Rate- Residential.Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 4 of 7 . ' Energy P Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2915 Stanley Road 631-878-7808 2021-02-11 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_017 RaterID:2614397 Weather:Riverhead, NY Builder Registry 1D: New Home 1000-106-8-71 Oasis at Mattituck, Corp. 2021_017 2915 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: 1 II III Face/ inset Comments/Location [ ] 2. Wall: R-11 Paramount (177 s.f.), Between conditioned space and garage/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: to garage Insulation Grade: 1 II III Face / Inset Comments/Location Rim and Band Joists [ ] 1. Joist: FF to outside (132 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: FF to outside Insulation Grade: 1 II III Face/ Inset Comments/Location [ ] 2. Joist: FF to garage (23 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: FF to garage Insulation Grade: 1 11 111 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 v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 5 of 7 Energy Code Inspecti®n Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2915 Stanley Road 631-878-7808 2021-02-11 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_017 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-71 Oasis at Mattituck, Corp. 2021_017 2915 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 [ j 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 p Code Inns ection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2915 Stanley Road 631-878-7808 2021-02-11 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_017 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-71 Oasis at Mattituck, Corp. 2021_017 2915 Stanley Rd.P.CC.blg Date: 2/11/2021 Duct Leakage Code Requirements for IECC 2009 1 ECC: Postconstruction Leakage Test: Duct Leakage to Outdoors<=8 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<=6 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage <=4 CFM25 / 100 sq ft CFA. 2012 IECC and Prescriptive Path for 2015-2018 IECC: Postconstruction Leakage Test: Total Duct Leakage<=4 CFM25 / 100 sq It CFA. Rough in Test with AHU: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage<=3 CFM25 / 100 sq ft CFA. 2015-2018 IECC Performance Path (Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. Notes REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 7 of 7 RE#V Rate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Project Title: New Home 1000-106-8-71 Projected Rating: Based on Plans - Field Confirmation Required. Report Date 2021-02-11 Data Filename 2021_017 2915 Stanley Rd.P.CC.blg Energy Code 2018 IECC as amended in the 2020 New York State Energy Conservation Construction Code Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Propane Glazing Area Percentage 13% Heating Degree Days 5294 HERS Index 56 Construction Site Owner/Agent Designer/Contractor HERS Rater 2915 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 2915 Stanley Road 3080 Route 112, Suite C Jerry DAmaro Mattituck, NY 11952 Medford, NY 11763 Certification#2614397 631-767-4807 631-878-7808 Building Information Conditioned Area (sq ft) 3643 Conditioned Volume (cubic ft) 37200 Insulated Shell Area (sq ft) 6520 The items below will be inspected for energy code certification.Any deviation from these specifications should be brought to the attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass Performance Path Pass Duct R-Value Pass Maximum Energy Cost($/yr) 4923 Maximum UA 373 Your Home Energy Cost($/yr) 4495 Your Home UA 363 Better Than Code (Perf) 9.5% Better Than Code (UA) 2.751. 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 1--Residential Energy Analysis and Rating Software x16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. REM/Rate - Residential Energy Analysis and Rating Software v16.0.4 d New York Compliance Certificate Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter . R-Value R-Value U-Factor UA Joist 1: Cond -> ambient 132 13.0 5:0 0 Joist 2: Cond -> garage 23 13.0 0.0 0 Joist 3: Cond-> ambient 113 13.0 5.0 0 Joist 4: Cond ->attic 23 13.0 0.0 0 Window 1: U:0.28, SHGC 0.31 DR 40 0.280 11 Window 2: U:0.30, SHGC:0.31 210 0.300 63 Window 3: U:0.28, SHGC 0.32PIC 32 0.280 9 Window 4: U:0.28, SHGC:0.25 15 0.280 4 Door 1: Fiberglass U-0.28 JD 34 0.280 0 Door 2: Fiberglass U-0.17 JD 20 0.170 0 Basement Walls Wall 1: R-11 Paramount 989 0.0 11.0 58 Wall 2: R-11 Paramount 177 0.0 11.0 10 Window 5: U:0.30, SHGC:0.30 21 0.300 6 Door 3 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 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 REWRate - Resid,'ential Energy Analysis and Rating Software v16.0.4 New York ComP lien Cer ifi ate _ Name Title Signatu Date I i REWRate-Residential Energy Analysis and Rating Software v16.0:4 I This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 I Energy P Code Inspection Checklist, Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2915 Stanley Road 631-878-7808 2021-02-11 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_017 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-71 Oasis at Mattituck, Corp. 2021_017 2915 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 Engineering's field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. Ceilings [ ] 1. Sealed Attic: R-39 SPF SA (1349 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: main Insulation Grade: 1 II III Face/ Inset Comments/Location Above-Grade Walls [ ] 1. Wall: R-20 Batt+Rigid (2185 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-15.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Wall: R15,FG1,4-16 (260 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage/attic Insulation Grade: 1 11 111 Face / Inset Comments/Location [ ] 3. Wall: R-18 SPF+Rigid (312 s.f.), Between sealed attic and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: attic gables Insulation Grade: 1 11 ]]1 Face I Inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.13 REM/Rate- Residential Energy Analysis'and Rating-Software v16 b.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Energy Code Inspection Checklist - Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating - 2915 Stanley Road 631-878-7808 2021-02-11 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_017 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-71 Oasis at Mattituck, Corp. 2021_017 2915 Stanley Rd.P.CC.blg Date: 2/11/2021 Windows and Skylights [ ] 1. Window: U:0.28, SHGC 0.31 DR (40 s.f., North), U-Value: 0.280, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: D1 Orientation: North Comments/Location [ ] 2. Window: U:0.30, SHGC:0.31 (45 s.f., North), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W2 Orientation: North Comments/Location [ ] 3. Window: U:0.28, SHGC 0.32PIC (16 s.f., North), U-Value: 0.280, SHGC: 0.320 For windows without labeled U-factors, describe features: Name: W3 Orientation: North Comments/Location [ ] 4. Window;U:0.30,SKGC.Q.31 (60 s.f.,South), U-Value:0.300,SHGC:0.310 For windows without labeled U-factors, describe features: Name: W5 Orientation: South Comments/Location [ ] 5. Window: U:0.28, SHGC 0.32PIC (16 s.f., North), U-Value: 0.280, SHGC: 0.320 For windows without labeled U-factors,describe features: Name: W7 Orientation: North Comments/Location [ ] 6. Window: U:0.28, SHGC:0.25 (6 s.f., North), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W8 Orientation: North Comments/Location REM/Rate- Residential:Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. O 1985-2020 NORESCO, Boulder, Colorado. Page 2 of 7 .. Energy Code: Inspection -Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2915 Stanley Road 631-878-7808 2021-02-11 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_017 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-71 Oasis at Mattituck, Corp. 2021_017 2915 Stanley Rd.P.CC.blg Date:2/11/2021 Windows and Skylights [ ] 7. 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: W9 Orientation: North Comments/Location [ ] 8. 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: W10 Orientation: North Comments/Location [ ] 9. Window: U:0.28, SHGC:0.25 (9 s.f., West), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W11 Orientation: West Comments/Location [ ] 10. Window: U:0.30, SHGC:0.31 (15 s.f., West), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W12 Orientation: West Comments/Location [ ] 11. Window: U:0.30, SHGC:0.31 (60 s.f., South), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W14 Orientation: South Comments/Location [ ] 12. 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: W16 Orientation: North Comments/Location REM/Rate'- Residential Energy Analysis and Rating Software v16:0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 7 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2915 Stanley Road 631-878-7808 2021-02-11 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_017 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-71 Oasis at Mattituck, Corp. 2021_017 2915 Stanley Rd.P.CC.blg Date:2/11/2021 Windows and Skylights [ ] 13. 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: W17 Orientation: North Comments/Location [ ] 14. Window: U:0.30, SHGC:0.30 (7 s.f., West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W18 Orientation: West Comments/Location Doors [ ] I. Door: Fiberglass U-0.28 JD (34 s.f.), R-Value 3.6 Comments/Location [ ] 2. Door: Fiberglass U-0.17 JD (20 s.f.), R-Value 5.9 Comments/Location [ ] 3. Door: PCH BSMT(22 s.f.), R-Value 4.5 Comments/Location Frame Floors N/A Slab Floors [ ] 1. Slab: R-0 Paramount(1226 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location REWRate Residential:Energy Analysis.and Rating Software v16.0.4; This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 4 of 7 EnergyCodeP Ins esti®n Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating ' 2915 Stanley Road 631-878-7808 2021-02-11 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_017 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-71 Oasis at Mattituck, Corp. 2021_017 2915 Stanley Rd.P.CC.blg Date: 2/11/2021 Foundation Walls [ ] I. Wall: R-11 Paramount (1032 s.f.), Between conditioned space and ambient/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Wall: R-11 Paramount (177 s.f.), Between conditioned space and garage/ground R-11.0 interior continuous insulation,R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: to garage Insulation Grade: 1 II III Face / inset Comments/Location Rim and Band Joists [ ] 1. Joist: FF to outside (132 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: FF to outside Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Joist: FF to garage (23 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: FF to garage Insulation Grade: 1 11 111 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 v1-6.0.4 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 2915 Stanley Road 631-878-7808 2021-02-11 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_017 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-71 Oasis at Mattituck, Corp. 2021_017 2915 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, 85.09 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 [ 7 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. O 1985-2020 NORESCO, Boulder, Colorado. Page 6 of 7 Energy P Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2915 Stanley Road 631-878-7808 2021-02-11 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_017 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-71 Oasis at Mattituck, Corp. 2021_017 2915 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 I CERTIFICATE OF INSULATION For the fol lowing home: Lot 17 -The Fields at Mattituck; 1000-106-08-71 STREET ADDRESS 2915 Stanley Road New York 11952 CITY STATE ZIP } R-VALUE THICKNESS Closed-Cell Spray Polyurethane Edam Rafter Says-6 inches Attic No-Burr,Plus Th8 Intumescent Attic Gable End-Walls-2 inches Rafter R-39:End-Wall R-13 Knauf Ecobatt R-15 HD Walls Kraft-faced 3.5 inches Knauf R-11 Basement Wall Insulation Basement (draped-batt) 3.5 Inches Band Joist:R-1 3 Closed-Ceti SPF&Intumescent Band.foist-2.inches Other: . The undersigned certifies that Knauf insulation products have been installed in accordance with the manufacturer's recommended applications for these products. Hunter Insulation H-59143 INSTALLING COMPANY I� II , I � �pI STATE LICENSE 675 EIton Street STREET ADDRESS Riverhead SUILDlnlr DEF New York 11901 CITTYi STATE ZIP l oris GG�K.JL 6-24-2022 SIGNATURE DATE titt�£i/ Contractor's Submittal 4 e4&0.4'_I '•�`'••r �� KNAUF INSULATION.INC. Material approved for use in project. ti,��� , One Knauf Drive 2915 Stanley Road,Mattituck ��+ - A } ae Shelbyville, IN 46176 Approved by D'Amaro Engineering and Surveying,RC. Technical Support ;4 "'V (317)398-4434 ext.8727 �,'� p4'a�` i i�rL• s_,'.":ei lt;'L1,1�_i1� tssi�l:� �������� CHECKED JUN 2 6 2022 ���an E� 01-20 not ' (0 2020 Knauf Insulation,Inc. DATA SHEET Basement Wall Insulation - U R with ECOSEr' Technology FOR THE WORLD WE LIVE/N.'° DESCRIPTION - - --- --- -- - -- -- - - - --- - CONTRACTOR,- Hunter Insulation Basement Wall Insulation is a fiberglass blanket laminated to The Fields at Mattituck- Lot 17 a perforated facing that can be left exposed. It is also available JOB: unfaced for non-exposed areas such as crawl spaces. It gives you -DATE: June 28, 2022 the flexibility to apply the insulation horizontally or vertically, which allows for either half-wall or full-wall. Perforated facing is recommended for the majority of basement wall applications. DOING MORE • WORLD WE LIVE 11M. The perforations in the facing allow moisture to pass through the material, reducing the possibility of condensation and ensuring Krlauf Insulation products • "Technology .e- usingrour,pateritedy e o e. •. 4binder proper thermal performance. alternative tG • . e e e• e- binder traditional -e e• products. - . . e. -e APPLICATION binder:holds ourproduct4ogether, . ee • New construction or for retrofit in existing homes unique ...•. o niakevit formaldehyde-free. SPECIFICATION COMPLIANCE All of our products are ma.e f rodi sqstainableresources, • ASTM C665 such as recycled glass and'sand. And proud • Type 11, Class A, Category I I be puffing glass bottles . into • IECC Code for a continuous R-value with a Class A Fire IandfOur productsof: •' rating with no further modification recycled glass—totalinganaverage of 26 mill ionUttles month. INDOOR AIR QUALITY • EUCEB Certified with EC' P Contractor's Submittal Material approved for use in project. 2915 Stanley Road, Mattituck ..,,� Approved by D'Amaro Engineering and Surveying, P.C. :..... -. FORMS AVAILABLE R-Ualwe Dimensions-. Facings;�� 3.5"x 48"x 60' t R-11 PSK Perforated(White) 3.5'x 88"x 60' TECHNICAL DATA t y.• qF - m �- r Rro"pxerty�(,Unit) ' , aTest''ua. , Peryormanc'e`,4 ""tie - r - , R1;''�•• y'"!F.. i"'t+ ywS v n. + m Corrosiveness ASTM C665 Does not accelerate corrosion of steel Thermal Value ASTM C518 R-11 Combustibility ASTM E136 Non-combustible(insulation only) Surface Burning Characteristics ASTM E84* 25/50 (flame spread/smoke developed) *The ASTM E84 standard is used solely to measure and describe properties of materials and products in response to heat and flame under controlled laboratory conditions.This numerical flame spread is not intended to reflect hazards presented by this or any other material under actual fire conditions. Plus ThB N00-BURN" Intumescent Coating ®` Spray Polyurethane Foam Insulation PRODUCT DESCRIPTION No-Burn Plus ThB is an International Building,International 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 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 (1 thickness,which shields the substrate and significantly (170 L) 586.5 lbs. reduces its rate of combustion. Shelf Life: 12 months in unopened sealed containers, properly stored Designed with the professional in mind,our simple one- Storage: 40°F (4°C) - 90°F (32°C) coat spray application achieves the code compliance you Best Practices for Safe Handling &Storage need with a water-based,low VOC emission formula, available in white and tinted coloring. PLUS ThB PRODUCT SPECIFICATIONS Code Requirement Compliance Color: White/Gray/Tinted Thermal Barrier Assembly 15 minutes: ER-305.TER 1905-03 Intumescent Color Wheel&Tinting Ignition Barrier Assembly 5t minutes: ER-305.TER 1905-03 White Gray Exterior Rated Wall Intertek Design Listing: Finish: Flat Assembly BASF/FI 30-09 pH: 7-8 Interior Finish FS 0 SD 10,Class A Application: Best Practices for Application Vapor Retarder 5 perms,Class III Film-Thickness: Reference Code and Compliance Report USDA Incidental Food ANSI/NSF 51 Food Zone Dry Time: 60-90 minutes Contact Materials Overcoat: Water-based with pH of 7-8 Contractor's Submittal Safety: Plus ThB Safety Data Sheet(SDS) Material approved for use in project. VOC Content: 18 g/L 2915 Stanley Road,Mattituck VOC Emissions: CDPH (A 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 https7//www.noburn.com/policies-12rocedures/ ©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 f � DATA SHEET EcoBatt° Insulation ` JtkNAlU[!qqAN#N with ECOSV Technolo Technology LD WE LIVE IN' DESCRIPTION --- ---- -- ------- ---'- '--- - -------- - - -- --- - -..__.. CONTRACTOR; Hunter Insulation EcoBatt batt insulation is a cost-effective thermal and acoustical The Fields at Mattituck- Lot 17 barrier for energy-efficient construction. Ecobatt insulation JOB`. products can be used in new and retrofit wood and metal frame DATE: June 28, 2022 applications in residential, commercial and manufactured housing structures. High Density (HD) batts are available where optimal thermal performance is required and space is limited. Staple- DOING MORE :FOR THE WORLD WE�LIVE IN. Free batt insulation is flangeless kraft-faced batts that friction fit nsulationproducts with between 16" on center wood studs, eliminating the need to staple. • Technology made e patented, 1 1 1. -/ e 1 alternative 1 -phenol/for 1 /' binder APPLICATIONS 1- APPLICATIONS traditionally -/ 1 1 •1ucts. - 1 6'based • Cavity walls, exterior and partition walls, floors, ceilings, 1 m holds our product together�gives, product attics, basements and crawlspaces uniqueappearance and makes it formaldehyde--ftee. SPECIFICATION COMPLIANCE All of our products m 1sustainableresources, • ASTM C665 (facing); / 1 / • Type I, Class A, (Unfaced) be . 11 back 1 1 1 • Type 11, Class C, Category 1 (Kraft) landfil -Our productse / • . • Type III, Class A, Category 1 (FSK-25-foil) re6ycled m f 26rni Ilion�bottles • Type III, Class B, Category 1 (Foil) each rilonthi • California Energy Commission • MEA#498-90-Mwith ECOS"E • State of Minnesota INDOOR AIR QUALITY _7- = • UL Environment • GREENGUARD Certified • GREENGUARD Gold Certified • Validated to be Formaldehyde-Free • EUCEB Certified Contractor's Submittal Material approved for use in project. 291.5 Stanley Road,Mattituck Approved by D'Amaro Engineering and Surveying, P.C. TECHNICAL DATA �Property�(Untt) kf u'Test itl P Per ormance r � w c , gip.. 1+.:,f ,.a;F:.cr1s':�. ..e, � '7` - vn ;9"yR- k' - ron. +rtty'S...-.R' y Corrosion ASTM C1617 Pass Thermal Value ASTM C518 See Forms Available chart Water Vapor Permeance ASTM E96 Kraft Faced: 1.0 perms or less; FSK-25 and Foil Faced:0.05 perms Water Vapor Sorption (by weight) ASTM C1104 Less than 5% Combustibility ASTM E136 Non-combustible(unfaced only) Mold Growth ASTM C1338 Pass Surface Burning Characteristics ASTM E84 Unfaced and flamed-rated FSK facings: 25/50 (flame spread/smoke developed) Kraft facing will burn and should not be left exposed. • 1 � LIPA Long Islami Power Authority 2012 Combustion Safety Testing Form LIPA ENERGY STAR®Homes Certified Home Address: 2915 Stanley Road City: Mattituck Builder Name: Oasis at Mattituck Corp. Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of 1 Location of this CAZ: Basement/Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: August 3, 2022 Outdoors Temp During Test: 80 of CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: 0 pa. CAZ Ambient CO: 0 PPM Test Pressure: -6.6 pa. Appliances/Fireplace Simulated for Test? Yes_ No✓ Net Change: -6.6 pa. If Yes,Total CFM Simulated - (explain in notes) NOTES: Fireplace is a sealed unit with all combustion air from outside. giatink�Systeoi Primary: Yes ✓ No— Tvae: Furnace ✓ Boiler_Heat Pump_Other i z Venting Type 3 Drat. Sin llaee,° soil e CO CO. E rcien Fuel=Type = ' "Circle,T a asca! orst Case. '(Natural)",-" orst"Case = atural Rating: N_P✓ O_E N V_M_S✓ - Pa. Pass ✓ Fail_ Pass✓ Fail_ - PPM - PPM ' ` Yes ✓ Tie: Standard Tank ✓ Indirect Tankless Size: 50 Style Common Vent❑ Water"$eater•, ... Primary: No _ Instantaneous Commercial (See Note5below) (Gallons) ° Stand Alone E rcien s Fuel Tvne Z, Vetitirig Tvpe'3 _Dra S rn lla a Sn ru, (Narriral) CO CO (Circle 4}0'.- (Pascal) (Worse Case) "" (Worse Case) (Na_tural) '. EF: N P ✓O E N M✓ S - Pa. Pass ✓ Fail Pass✓Fail 4 PPM 4 PPM Oveat Oven is Electric or No Oven Exists 19 Oven Range Hood Vented to Outside Yes ✓ No_ Oven CO - PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal z Fuel Type. N =Natural Gas P=Propane O=Oil I 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. 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 1100 gallons �ormore,enter a maximum-modeled EF of.48 Rater Name: Jerry D'Amaro D) E " E � "r E IF)FU' ater Number: 2614397 Rater Signature: a ,J/ AUG I Zo2� Date: August 3, 2022 BUILDING DEF;: TOkPYN OF SOUTi-i_. lh brm 90106 02 CST Form 2012 Effective 1/1/2012 Corresponds to BHI -2012 Horne Energy Rating Certificate Property :�M C HERS New Home 1000-106-8- P +n Rating Type: Confirmed Certified Energy Rater: Jerry D'Amaro T F0 Oasis at Mattituck, Corp,) Rating Date: 2022-08-03 Rating Number: 2021_017 2915 Stanley Road !�m o Registry ID: 870502957 Mattituck, NY 11952 .n Estimated Annual Energy Cost HERS Index: 48 Efficient Home Comparison: 52% Better Use MMBtu Cost Percent Heating 33.5 $1068 34% Generallnformation Cooling 2.0 $118 4961 Conditioned Area 3643 sq. ft. House Type Single-family detached Hot Water 14.1 $326 10% Conditioned Volume 37200 cubic ft. Foundation Conditioned basement Lights/Appliances 25.5 $1501 47% Bedrooms 4 Photovoltaics 0.0 $0 0% Service Charges $151 5% Mechanical Systems Features Total 75.0 $3164 100% Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Water Heating: Conventional, Propane, 0.72 EF, 48.0 Gal. F Criteria Cooling: Air conditioner, Electric, 15.1 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 10.00 CFM25 ECCC New York State 2020 Ventilation System Balanced: ERV, 105 cfm, 85.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes A 50 Calculatio 1,068 CFM50 x(1.0 AC/37,2 0 cf)x(60 min/1.0 hr) Building Shell Features = 1.723 ACH50 Ceiling Flat NA Slab R-0.0 Edge, R-0.0 Under Sealed Attic R-39.0 Exposed Floor NA 01 Vaulted Ceiling NA Window Type U-Value: 0.300, SHGC: 0.270 Above Grade Walls R-20.0 Infiltration Rate Htg: 1068 Clg: 1068 CFM50 Foundation Walls R-11.0 Method Blower door HERS Rater D'Amaro Engineering and Surveying Lights and Appliance Features 20 Mariposa Lane Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Electric Manorville, NY 11949 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Propane 631-878-7808 Refrigerator (kWh/yr) 726 Clothes Dryer CEF 3.49 Dishwasher(kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: ' REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Col ado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. v t • CERTIFICATE OF INSULATION For the following home: Lot 17 -The Fields at Mattituck, 1000-106-08-71 STREET ADDRESS 2915 Stanley Road New York. 11952 CITY STATE ZIP R-VALUE THICKNESS Closed-Cell Spray Polyurethane Foam Rafter Bays-6 inches Attic No-Bur Plus Th8 Intumescent Attic Gable End-Walls-2 inches Rafter R-39:End-Wall R-13 Knauf Ecobatt R-15 HD Walls Kraft-faced 3.5 Inches Knauf R-11 Basement Wall Insulation Basement (draped-batt) 3.5 Inches Bard Joist:R-13 Closed-Cell SPF&Intumescent Band Joist-•2 inches Other: The undersigned certifies that Knauf Insulation products have been installed in accordance with the manufacturer's recommended applications for these products. Hunter Insulation _ H-59143 INSTALLING COMPANY i I� II `�I I� q STATE LICENSE 675 Elton Street Fp) . n nno�► II �', STREET ADDRESS 1AUUt v •1y Riverhead �+ sUILDln9r;DEF _ New York 11901 CITY ilydvt� .U� STATE ZIP 1".u'L 9411LC 6-24-2022 SIGNATURE DATE L �••s �s•••• /' { Contractor's Submittal •.• �. �., rS�.1AUF INSULATION.INC. Material approved for use in project. R h.:�� One Knauf Drive �_ - $ Shelbyville, IN 46'176 2915 Stanley Road,Mattituck � ,�� Approved by D'Amaro Engineering and Surveying,P.C. r E Technical Support '17)398-4434 ext.8727 a 1 Ona•" ,�}4'�� i�Irk. y : i r � s {q�� • ti 1. .Is_`_:i;r..I :�"i�.=`'.�Qi:`�....., _.. CHECKED JUN 2 0 2022 nig Eit 01-20 0 2020 Knauf Insulation,Inc. DATA SHEET Basement Wall Insulation with ECOSV Technology ��® FOR W DESCRIPTION Hunter Insulation Basement Wall Insulation is a fiberglass blanket laminated to CONTRACTOR: SOB: The Fields at Mattituck-- Lot 1 a perforated facing that can be left exposed. It is also available June 28, 2022 unfaced for non-exposed areas such as crawl spaces. It gives you DATE: the flexibility to apply the insulation horizontally or vertically, which allows for either half-wall or full-wall. Perforated facing is recommended for the majority of basement wall applications. DOING MOREFOR.THEWORLD WE LIVE The perforations in the facing allow moisture to pass through the i material, reducing the possibility of condensation and ensuring products c ° gy proper thermal performance. made using our patented, binder b1tef-riativp to the Ohen6l/formaldehy.de,(PF).bin-der APPLICATION traditionallye ♦. e .. sed • . . .New construction or for retrofit in existing homes productproduct unique appearance and makes itformaldehyde-free. SPECIFICATION COMPLIANCE All'Of;our 4products are made from,sustainable resources, • ASTM 0665 •° glass and Sandi Andwe're . e e • Type 11, Class A, Category I I be putting glass ibottles'back ° • IECC Code for a continuous R-value with a Class A Fire landfills.Our products 50% rating with no further modification recycled glass—totaling e bottles month.each INDOOR AIR QUALITY • EUCEB Certified iovith ECOSE'&_ Contractor's Submittal Material approved for use in project. 205 Stanley Road,Mattituck Approved by D'Amaro Engineering and Surveying,P.C. FORM;S AVAIL-ABLE .-- , R Value Dimensionsw F`acfng € r 3.5"x 48"x.60' `d:(a 3' R-11 PSK Perforated(White) . 3.5"x88"x60' TECHNICAL DATA a: , Property�(Unit) ~:'. Test ~ Performance _ R �r 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. APlus ThB NO—BURN"\ Intumescent Coating Spray Polyurethane Foam Insulation PRODUCT DESCRIPTION No-Burn Plus ThB is an International Building,International 1 I Il it Residential,and National Fire Protection Association Life Safety 101 thin film intumescent coating. When exposed to high temperatures and flame,Plus ThB intumesces creating _ =n a char-barrier protecting treated substrates from fire. Manufactured in compliance with ISO 9001,as a certified intumescent coating,Plus ThB is applied to spray •° - 9 I polyurethane foam insulation,achieving the fire --=Y performance prescribed. s ABOUT US No-Burn intumescent coatings provide the high- performance,code-compliant fire protection needed in PACKAGING/STORAGE new and existing residential and commercial construction. In the presence of extreme heat or fire,intumescent Pails: 5 gallons (19 L),58.5 lbs. coatings char and swell up to multiple times their original Drums: 55 gallon drum (208 L),net 45 gallons thickness,which shields the substrate and significantly (170 L) 586.5 lbs. reduces its rate of combustion. Shelf Life: 12 months in unopened sealed containers, properly stored Designed with the professional in mind,our simple one- Storage: 40°F (4°C) —90°F (32°C) coat spray application achieves the code compliance you Best Practices for Safe Handling &Storage need with a water-based,low VOC emission formula, available in white and tinted coloring. PLUS ThB PRODUCT SPECIFICATIONS Code Requirement Compliance Color: White/Gray/Tinted Thermal Barrier Assembly 15 minutes: ER-305,TER 1905-03 Intumescent Color Wheel&Tinting Ignition Barrier Assembly 5t minutes:ER-305,TER 1905-03 White Gray Exterior Rated Wall Intertek Design Listing: Finish: Flat Assembly BASF/FI30-09 pH: 7-8 Interior Finish FS 0 SD 10,Class A Application: Best Practices for Application Vapor Retarder 5 perms,Class III Film Thickness: Reference Code and Compliance Report USDA Incidental Food ANSI/NSF 51 Food Zone Dry Time: 60-90 minutes Contact Materials Overcoat: Water-based with pH of 7-8 Contractor's Submittal Safety: Plus ThB Safes Data Sheet(SDS) Material approved for use in project. VOC Content: 18 g/L 2915 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 some specifications and 1-800-989-8577 quality,and will perform equally to the tests performed by the independent laboratories when properly applied. Warranty TECHNICAL INFORMATION coverage is limited.solely to the cost of product purchased hereunder and specifically excludes incidental expenses and 1-800-989-8577 consequential damages. The applicator warrants that the product,in its original form from the Manufacturer,will be stored, www.noburn.com mixed and/or applied as directed in the guidelines published by No-Burn,Inc.,to every reasonably accessible area that has been specified for protection. All implied warranties,from No-Burn,Inc.or the applicator are excluded. There may be situations and materials for which No-Burn will not prevent a fire from igniting or retard the progress of a fire. POLICY& PROCEDURES All sales of this product by No-Burn, Inc. are subjected to our Policy & Procedures available at https7/Iwww.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 USE! SUBMITTAL SHEET DATA SHEET EcoBatt° InsulationNAIL ?? Y100, with ECOSP TechnologyOR THE WORLD WE LIVE IN.' DESCRIPTION Hunter Insulation EcoBatt batt insulation is a cost-effective thermal and acoustical CONTRACTOR: SOB: The Fields at Mattituck- Lot 17 barrier for energy-efficient construction. Ecobatt insulation DATE:. June 28, 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 SPECIFICATION COMPLIANCE • ASTM C665 (facing); 1 m 1 ® m 1 1 1 • Type I, Class A, (Unfaced) m 1 .1 .• e • Type 11, Class C, Category 1 (Kraft) • Type 111, Class A, Category 1 (FSK-25 foil) m • 1 1 . m 1 • Type III, Class B, Category 1 (Foil) m • California Energy Commission • MEA#498-90-M B • State of Minnesota INDOOR AIR QUALITY • UL Environment • GREENGUARD Certified • GREENGUARD Gold Certified • Validated to be Formaldehyde-Free • EUCEB Certified Contractor's Submittal Material approved for use in project. 2915 Stanley Road,Mattituck Approved by D'Amaro Engineering and Surveying, P.C. 0 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. r 1 1 0 • • COMMENTS ��0TOT � � �Tr�►�� ilFOUNDATION(IST) a1'.! �'�', "lam► ► ' t. 1 11 , 1.V I � i r i .. 11. IRWA PLUMBING .. ►� � w, �',' ROUGH FRAMING& T I PI, PW,.l1�' , / ice' Ill;SULATION PER N.Y; STATE ENERGY • 1 MWAAMMA v I.. ADDITIONAL COMMENTS' ■ o, .i/J • TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 ? *► Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT or Office Use Only PERMIT N0. Building Inspector: FEB 1 9 2021 :Appf catiori.s and form*n6st be fill6d out-in their;en6ri ety:Insomplqte_ applications:wili not be accepted: Whem'the 'p icant is ritirrhe -Oi�ner's,Auihddi a�iotr..farm(Page 2)shall be com» lete+d .< .:,-,,. ;-. ..,.7k' ; •meq..,.r Date:February 18, 2021 71 WOWI�ER($)OF PROPERTY,; Name:Zenith Property Group LLC__ _ sCTM#1000-106.00-08.00-071 Project Address:2915 Stanley Rd., Mattituck NY 11952 Phone#:917-626-2996 Email:monumentalproperty@yahoo.com_ Mailing Address:3080 Route 112 Suite B Medford NY 11763 'corvrni► tPERSON. ; Name:ChristoI)herF. Owyery Mailing Address: South Country_ Road, Brookhaven NY 11719 Phone#:631-286-8668 r ___..,.___..... __....... ,._ Email:cdwyer@.Ikmp.com DESEGN P46k'StONAL t(dFt►RMAT1ONz Name:Robert A Steele, P,E., Executive Vice President L.K. McLean Associates P.C. Mailing Address:437 South Country Road,µBrQokhaven NY 11719 Phone#:631-286-8668 Email:rsteele,@,Ikma.com Ct3NTRACJ t3KI Nlr`t3Fti4llA1'1®N: Name:Oasis at Mattituck,Corp. µ_ Mailing Address: 3080 Route 112 Suite C Medford NY 11763 Phone#:631-767-4807 Email: star moderns ehomebuildingµcom _._.... ._.._.a.._.. . ..... __._. ...... _m.._.,. ...._ ._... ._ . .._.._._.._._._ ___.__...P__...._@ . .._._....__. .g. ;DESCRIPTION'OF.PROPOSED,CONSTRUCTION BNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? RYes 0N Will excess fill be removed from premises? BYes ONO 1 IlrIt01?E INFORIAATIORI 3. IR 1 T 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 �-..,. __. ,., _wa._.ro �. _,__a _ this property? @Yes ONO IF YES, PROVIDE A COPY. hBCIC,BOX AfteC Riading The owiierJcontractorjdeslgn professional,is regpongrble.f&alldrainage and stone water issues as provided Chaptet 236.of the Tawe Code.;'MapPIICAfiiOPI IS,FIEREfaY Mt1t)6 to'thg Building[tepartrtient for the issuance of a Bailding Permitpursuant to the•eui#dbig;Xo e Ordinance of the Town pf So4thold,Suffolk,County,Neur York andother appiicatile,taws;grdinances or iieguiatidns;forth'cons"iu ion of 6®11dir>gs, g' additioiis;;aitera tioiis or foc;removal of cfe�»oikior as l�ereiri dessiritiei3:rhe;appticar>t agrees:to cotnpiy tivith all a j p.Hiwe lairs,ordinances;buildiiig,ccde;'= housing code and regG(atians ami to adtnif authorized inspectors on,premises acrd in tiu}Iding(s)for"necessary inspections.Falsetatennents made herein are ;.pirilishable as a Gass"Q misiiemeanor pursuant to"Section 21i34s.of,the NeW,Xork Stale Penal t aW. Application Submitted By(print name):Christopher F. Dwyer @Authorized Agent ❑Owner Signature of Applicant: Date: February 18, 2021 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Christopher F. Dwyer being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of February 2021 Notary Publ e CHRISTINND NOTARY PUBLICEStaI a EGof New York PROPERTY OWNER AUTHORIZATION No-014/16210359,Suffolk County Commission Expires August 17 ZOL/ (Where the applicant is not the owner) John Popovitch residing at 3080 Route 112 Suite B Medford NY 11763 I, do hereby authorize Christopher F. Dwyer (LKMA)to apply on my behalf t th Tow f Sout Id Building Department for approval as described herein. 02/w A ner's Si ature to John opovitch, Zenith Property Group LLC Print Owner's Name 2 if FOLBUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD N $ Tvn Hall Annex- 54375 Main Road - PO Box 1179 �- rn jG� 4 `� Southold, New York 11971-0959 O�.Oy Telephone (631) 765-1802 - FAX (631) 765-9502 r�,�°j! rogerr(a_southoldtownny.gov — seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: (o a aoa Company Name: Puccio Electric Contracting, Inc. Name: Orr. C 'p License No.: 4806-ME email: -a UCO 6 e CUT.(M Phone No: 3I.e71/-,Q 69S ❑I request an email copy of Certificate of Com liance Address.: Iu6t) t-C1/fM,O{�� S // 3 JOB SITE INFORMATIO/N��, (All Information Required) Name: 0OWS / / 0iiLtGl-, Address: q1, h I�Q 7 Lct t!7 Cross Street: Phone No.: UN- �,51pq. q51,B Bldg.Permit - Bldg.Permit#: 1) y email: Tax Map District: 1000 Section: Block: b Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) New Dwelling with 200amp U.G.service and pool New Dwelling with 200amp U.G. service and pool New Dwellinq with 200amp U.G. service and pool Check All That Apply: Is job ready for inspection?: ❑✓ YES F-1 NO ❑Rough In ❑Final Do you need a Temp Certificate?: ❑✓ YES ❑NO Issued On Temp Information: (All information required) Service Size ❑✓ 1 Ph ❑3 Ph Size: 200 A # Meters 1 Old Meter# F&-/]New Service ❑ Service Reconnect ✓0 Underground ❑Overhead # Underground Laterals ❑✓ 1 ❑2 ❑H Frame❑Pole Work done on Service? ❑✓ Y ❑N Additional Information: Need Temp ASAP Need Temp ASAP Need Temp ASAP PAYMENT DUE WITH APPLICATION 6)O 60 Electrical Inspection Form 2020.x1sx ^/ z� oa �g�FfO( 202,E BUILDING DEPARTMENT- Electrical Inspector ��4 Jud a TOWN OF SOUTHOLD o =` Tvn Hall Annex- 54375 Main Road - PO Box 1179 N 1� S�•tit Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(c_southoldtownny.gov seand(a�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: of a1A Company Name: Puccio Electric Contracting, Inc. Name: M on" C 'p License No.: 4806-ME email:�OCt(A pULA(jbekffi1c .6W Phone No: 31-974_ 09 EI request an email`copy of Certificate of Com liance Address.: kn terA101 s ilq;511 . . JOB SITE INFORMATION .(AII Information Required). Name: O /.I 1aw7. `, . . __... - .. Address: % - Cross Street: Phone No. BIdg.Permit#: $` email: Tax Map District: 1000 Section: Block: Lot- - BRIEF DESCRIPTION OF WORK (Please Print Clearly) New Dwelling with 200amp U.G.service and pool. New Dwelling with 200amp U.G. service and pool New Dwelling with 200amp U.G. service and pool`- Check All That Apply: Is job ready for inspection?: EYES NO ❑Rough In ❑Final Do you need a Temp Certificate?: EYES ❑NO - Issued On Temp Information: (All information required) service Size El Ph ❑3 Ph Size: 200 A #Meters 1 Old Meter# ❑✓ New Service ❑ Service Reconnect ZUnderground ❑Overhead # Underground Laterals ❑✓ 1 02 ❑H Frame❑Pole Work done on Service? ❑✓ Y E]N] Additional Information: Need Temp ASAP Need Temp ASAP . Need Temp ASAP PAYMENT DUE WITH APPLICATION ' 1 rt 20 klsx J � _ n 1 PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts � Fans 1 Fridge HW Exhaust Oven. � 'fid. Dryer Smokes DW Service -:Carbon ,Wicro Generator Combo Cooktop Transfer- AC AH Mini Special' V Comments: Pueeio Deetrie Electrical Permit.# 21 Fromin Rd.Center Moriches.NY 11934 Office:631-874-3098 Fax:631-874-7086 _Lot N Licensed Electrician %my puccioclectriccogis m Job Name&Address: Z—O —v--- l l i 12 Lights ool/Spa 316 Hi-Hats Pool, ight Outlets Sw tch(es Flourescent Lights mp L'( Smoke Detectors Outlets _ 7 Switches G I's 3 Smoke/CO Combos Tim GFI's Breake (s) Ceiling Fans Sub-Panel\ Exhaust Fans Bonding Fan Speed Controls Washer Drycr (GAA/ELECTRIC) l Stove (EAS/ELECTRIC) t Fireplace (GAS/ELECTRIC) Lam- Septic Line y t A/C Unit Dish Washer 6 Outside Lights C; Dual Function Breakers GFI Breaker(s) Are Fault Breaker(s) Panel 2d O AMP L10 Total Breakers Breakers Used b Heat Detector p BUILDING DEPARTMENT- Electrical Inspector .# y 'N TOWN OF SOUTHOLD o - ; Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX (631) 765-9502 Temporary Certificate # / 0 IL Date. 2021 Customer Name .r G Electrician Name GG.1 O54i�G-rp l Address j 5 K Phone 3 87 Z g e-mail L oT *4 r e-mail o -� &AZ_ v .1 a 124/' c orla. aoml Phone License# (� ' I Size TO O.,A Phase Overhead Underground Y #of Meters j Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Roto;nnect I } Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. ' I This verification is valid for 90 days from the date above. f Authorized by s s SURVEY OF PROPERTY ON THE SUBDIVISION MAP OF THE FIELDS AT MATTITUCK LOT 17 . FILED MARCH 31, 2006 AS MAP NO. 11370 100, SITUATE AT N Ss°lMATTITUCK i TOWN OF SOUTHOLD / SUFFOLK COUNTY,NEW YORK NON DISTURBANCE NATURAL 'VEGETATION RETENTION BUFFER l AREA OF PARCEL = 30,931± SQ.FT. OR 0.710f ACRE - - - - -- - - - - - -- - - - r NOTES / +oOO 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. Y/ 2. BEARINGS AND DISTANCES AS SHOWN ON THE FIELDS AT MATTITUCK,FILED MARCH 31,2006 AT / 1 THE SUFFOLK COUNTY CLERKS OFFICE AS MAP NO.11370. / 1� / 3. ELEVATIONS REFERENCE NAVD 1986. 18 / 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 EDUCATION LAW. / / 1 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND / I 1 SURVEYOR'S EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. Cp / 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED/N N ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS rL SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY/S PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND \ I TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO �o DI 1 ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. lo// 7. UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON / THE GROUNDROUND D/OR RECORD PLANS.VERIFIED EANY TO THEIR TION LL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR BY THE RESPECTIVE UTILITY COMPANIES. v r 8. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. L• ST O / 1 9. THE SURVEY CLOSES MATHEMATICALLY. 0 \ ppVACANT- ly l� 050528 O CERTIFIED TO: 1.ZENITH PROPERTY GROUP LLC LEGEND \ F�yr' Q7 qr �% 2.FIRST INTERNATIONAL TITLEAGENC OE '"""'••"•• ELECTRIC MANHOLE D .•••• ••••••• CABLE TV BOX /\ I hereby certify that this map was made from an actual survey '••••••••••'••'LOT NUMBERS • •••••••••••• '9`!`,o G.p ti9 completed by me on 05/13/2009 and updated 12/2212020. BUFFER AREA —T—:•::::::;::::• UNDERGROUND TELEPHONE O •TELEPHONE MANHOLE \ TAMARA L. STILLMAN,P.L.S. D4 """'•••""WATER VALVE NYSPLS No. 50528 ® ..............WATER METER \ \ T `� 01112/21 T.L.S. Added property comer monuments set I T.L.S. '""""""'CATCH BASIN r �� BY DESCRIPTION APPROV. BY —E—••••••• ••••••UNDERGROUND ELECTRIC ` DATE _ N 73018-'40' W 60,00' REVISIONS —W—•••••••.••••••UNDERGROUND WATER S RIM=57.59 Town of Southold BATT.= k County, New York53.2 Suffol •••••• •••••••CONCRETE MONUMENT Stanley Road 0 CONCRETE CURB S\IGPNRy��fpUReF=D /�-�T c, cr cec_ Mattituck, New York T T T ('f ASPHALT PAVEMENT x I Survey of Property SUFFOLK COUNTY REAL PROPERTY TAX MAP 414V TR�Sr 3� X96_ sB.O DISTRICT 1000 SECTION 106.00 � � L. K. McLEAN ASSOCIATES, P.C. ' BLOCK 08.00 v--�~�g r CONSULTING ,ENGINEERS & LAND SURVEYORS 437 SO. COUNTRY ROAD, BROOKIIAVEN, NEW YORK LOT 071.000Sheet Ne. - Surveyed By. KG/JL scc�e: 1'=30' D.By. GLB Date: 12/09/2020 Il P+\20099.000 F/elds B Matt/tuck En gr 8 Survey\Survey Dept\Ora wings\20099.000 lot 17.dwg 6/29/2011 4Q7 PM Tanara Stf(lnon Approved By+ TLS File No. 20099.000 ' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL'OF CONSTRUCTION FOR A SINGLE FAMILY RESIDENCE ONLY XIZi1 AND /' DATE 2/5/2021 H.S.-REF. NO. R-21-0039 ERIN R NACARt _r APPROVED �f0N ��N 6 4'42'42' E .00' -- 8 <Aq ptiJ f t r PUBLIC vnrER ) 63 H4IJOO' q.` z44c� FOR MAXIMUM 4 BEDROOMS _ - _- = Lq EX.WATER - - \ : cFr 6665- EXPIRES THREE YEARS FROM.DATE OF APPROVAL METER �T PROP,U.ELECTRIC RIC Tl i`cep - SERVICE C y ... .. .. of t lin, p / �� EXCAVATION INSPECTION REQUIRED PROP. G 6� w;E, \ D: �cpo'° FOR SANITARY SYSTEM SERVICE l J �� ° �'Jo 62/ i BY HEALTH DEPARTMENT \ AWS SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES \\� o0 `` C. ^\ �y� I/ N CaU.cn KA4 prvc `r EJ G'� \ BNML. J 'P /LP --� � >—\ � r moo` i v r•`\ �i ap'tO Q3 LEGEND. 1 PROPOSED BUILDING ® �N.TRENCH ��V .m1�I:Nut PROPOSED ASPHALT DRIVEWAY �( l i r= 45 m PROPERTY UNE L PROPOSED CONTOUR S \ \ ( .` q —11.0—03871NG CONTOUR `SO �•i PROPOSED SEPTIC TANK \ / r / p"'- 4 •S� PROPOSED SANITARY LEACHING POOL (R PROPOSED FU IME EXPANSION SWTARY LEApONG POOL PROJECT —�—PROPOSED SANITARY PIPE '•� 58 Fo_ / LOCATION PROPOSED r ADS ROOF DRARHAGE PIPE S9r<'� -•.. / / . \`c.:` �iV PROPOSED BY DRARUCE STRUCTURE(SOUR C0%7TT) L, —f PROPOSED WATER SERNC£ _ PROPOSED U.O.ELECTRIC SERVICE DL UNDERGROUND WATER `ate',"� ��� `^' ~" v_• EX,UNDERGROUND TELEPHONE ^ I FPS SITE PLAN LOCATION MAP SCALE: 1-= 40' SCALE: 1'= 1,000' . BUILDINGS: DEPTH EXISTING - CRAOE E'BOP45BIl 2 STORY RESIDENCE 0.0'..........55.8'MRK BROWN LOAM 4 BEDROOM 1,0':::::::::•54.8' ZONING 53.81BROWN CLAY R-40(RESIDENM2.0' L) PALE BROWN FIFE SAND SITE DATA: 5.0' SCTMB: 1000-108-138-071 BROWN CLAYEY SAND " SITE AREk 0.710 ACRES GENERAL NOTES: 11.0' 44.80' DATE BY DESCRIPTION APPROV. BY ' 1. THERE ARE NO KNOWN WELLS(DEEP OR SMALLOW)WITHIN 150'OF PROPOSED SANITARY REVISIONS STRUCTURES. 2. THERE ARE NO KNOWN STORM DRXNS WTIGN 20'OF PROPOSED CESSPOOLS. PALE BROWN SAND TOWN OF S 0 U T H 0 LD 3. THERE IS 4. PROPOSEDAWATER MAIN AVAILABLE SANITARY SYSTEM D6 ESIGNED�A TOTAL OF 4 BEDROOMS, SUFFOLK COUNTY NY - SURVEY NOTES: .. .. 1. MEASUREMENTS ARE IN ACCORDANCE WITH US,STANDARDS. THE FIELDS AT MATTITU CK 2. ELEVATIONS SHOWN ME IN'FLM'YORK.STATE PLAIN COORDINATE srsTOA;LONG ISLAND ZONE. 1 78.8' _. LOT 17 PROPOSED SANITARY '-� 3. TOPOGRAPHICAL SHOWN HERE ON REFERENC£NAVD 1988. .. ,., 4. TOPOCRAPIi1GL SURVEY OBTAINED FROM 2014 USGS CMGP UDAR:POST SANDY FROM THE. TEST HOLE BY MCDONALD GEOSCIENCE T JT L PLAN I n - NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION ... DECEMBER 27,2020 +`ti\(• 1/fes' 7� 5. PROPERTY SURVEY PERFORMED BY LK.MaLEAN ASSOCIATES,P.C.ON 5-13-2008 k UPDATED (NO WATER ENCOUNTERED) EPZ S, F.; ON 11-25-20 HIGHEST EXPECTED GROUNDWATER 0 EL 0.50' �U L K McLEAN ASSOCIATES, P.C. TEST HOLE J2 pNCULTIN E7CMID6 4v Sam CDLWW IED..1110aD1AVDL ON Y00L 1rn/ _ .. SEE TEST HOLE LOCATION MAP >x mlcav�y o��y p Aa iam�ml ZZUr-l-aaoa�m s 17 97 Dmiq�8E: MF/CFD Soots: AS NOTED a6m1 MO IID�MppQa� '� q Oo�miaaT o� 10w`f a°`o I 11101,\.- Drv.n BTc MF Date: DEC. 2020 S/� a�wo roAi i omoaol Oar m'� I ^ APpowd W. RAS Foe Na. 20099.000 F.F.ELEV-15S.0' . STOPPER OR END PLUC - 10'.: 15'GUA2ITE GRADE ENCLOSURE WITH COVER LOCKING CASRNG TO GRADE '• EIEV•. IN LANDSCAPE AREA FINISHED (p_ 62.40) 62.95' GRADE . " CONCRETE COYER - 20' MIN. 2' 4' R DHG GRADE _ CONCRETE CHIMNEY O MIN.4•DIA �RMW- 1/4- FRc"ED SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SDR JSAr/N.4'DK ' IHVFlif(IN) 6 ---6' ---- MIN. PpePITCHED . I. ELEV.56.15' / p \ - BAFFLE 25'ATE. I - C457 IRON PIPE SHALL WALL EXTEND THR XJGH INVERT(IN) 8• - INVERT(01R) 'FOI1NDAl10N WAIL.A MIN. ELEV.57.35' ELEV. 56.65' OF 2'. ++'�.*► (EFF.DEPTH) 6'SDR 35 ELEV.INVERT4• 1 PJC DROP TEE SECTIO STAD4= STEL a= 4•MIN. 3/S b-O coo T- Hues IJ)L 8'0 1,250 GALLON SEPTIC TANK W1250 GALLON SEPTIC TANK W/DOME '' wo�TDASTu Asa 0.4=3W DR 2 AMD RATN:FDR A =R 16 7D- NW4N1' I mom • .. 3. FR41E AND CORA AS Mk WSACTlM M'LIX4 ISLAND 12FAIEUM OR APPR%W OU- NOTES: U-NOTES: 1.CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. O 28 DAYS. 24"0 WATER TIGHT HEAVY DUTY FRAME & COVER tl.LS. 2.ALL FRAMES & COVERS SHALL BE, WATERTIGHT, INSECT-PROOF AND LOCKABLE. I 3.CHIMNEYS SHALL.BE REINFORCED PRECAST CONCRETE AND MAY NOT EXCEED TWO FEET 1N HEIGHT. (TYP.) 3.0' MIN. Frcpm 4.UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON '— -COLLAR a6°O 1110 ++t•Lr OcLo= ,x EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. IT IS THE I. ao�¢ niANa,.w[1O1wu CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL I AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. 5.BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL 6'• -`R PON MIO COMPACTOR AT 6' LIFTS, BOTTOM OF POOL A. WN'STNATA.,OF.SANG ELEV. 44.08' I rk GRAVEL."" 1 _ 6.CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY DISTURBED AREAS. swum ' 7.ALL UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH 3'MIN. HIGHEST CLEAN 1LCMAN S IEJ311LCMlL11LIfl 11l SAND AND CLEAN FILL MIN, OF 3' AROUND AND BELOW THE SANITARY D'wR GRAVEL W Mt�'"�' STRUCTURE. TYPICAL CLEANOUT DETAIL DETAIL N.rs ! tlESC�E�� 9 v..oSG--------------------------------------------- =— ----- LOT 17 SANITARY PROFILE N.T.S. .. .- DATE BY DESCRIPTION AP OV. BY REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY NY THE FIELDS AT MATTITUCK LOT 17 SANITARY DETAILS L. K. McLEAN ASSOCIATES, P.C. '•'I I p- CONSULTING[NGIXEFAS 67 W M CMKM AD..'WDKKAVOL 130'IAO(11711 !v 6Met NEC. . .. - Mp1011 MII�I1i11 J 91VDvi4tof0Q6nM1M�WIDAroimaQOt ,',• W •r`%. 0oa*od B), MF/CFD AS NOTED0 497%=4 taiz Mmmm"c��aoiA+onoDn.i®a I t �rceln.V „e I/ , o,o+.n Tier. MF Dole: DEC. 21 S A Aaor 6 81 RAS I Fila No. 20099.000 SURVEY OF PROPERTY ON THE SUBDIVISION MAP OF THE FIELDS AT MATTITUCK LOT 17 19 66,(,5 FILED MARCH 31, 2006 AS MAP NO. 11370 S.11100. dO do SITUATE AT N S MATTITUCK t i TOWN OF SOUTHOLD // SUFFOLK COUNTY,NEW YORK i \T I NON DISTURBANCE NATURAL VEGETATION RETENTION BUFFER 1 AREA OF PARCEL = 30,931± SQ.FT. OR 0.710± ACRE .dp I I /- - - -- - - -- - - - - - - 1 r NOTES nA00o X % i.. MEASUREMENTS ARE IN ACCORDANCE 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. (v 3. ELEVATIONS REFERENCE NAVD 1988. 18 / 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 EDUCATION LAW. / / 1 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND / // 1 SURVEYOR'S"EMBOSSED"OR"INKED"SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. CO /� 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN N / \ ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. � / \ 7. UNDERGROUND UTILITIES SHOWN ON THIS SURVEY ARE FROM UTILITY MARKOUT LOCATED ON / .LO THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL 4.7 ba'• UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE M 19 4F E,�• \ RESPECTIVE UTILITY COMPANIES. B. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. o � �i / .2p. is 9. THE SURVEY CLOSES MATHEMATICALLY. 2O. a N � � a � r�o. e ti "3. — — — —61,0'--- o 0 o- I 1�0 36• �oti 0 27•Rig 2.7• 6:0' N r LEGEND 0 """""" Irl0 ` n F NF;y "" """" y 1 Q O ' ELECTRIC MANHOLE cO�F` �® ` �/ 1 �� p�� L. S ! ,p�, ' CABLE TV BOX \ TF` I hereby certify that this map was made from an actual survey 25y9� \LOT NUMBERS completed by me on 04/16/2021.T �...•...... BUFFER AREA —T— •• •• UNDERGROUND TELEPHONE 9Lf�X O """".. .. TELEPHONE MANHOLE ���' O� l 1 ! TAMARA L. STILLMAN, P.L.S. D4 "'WATER VALVE \ ��J)g '��► 050528C`��`` � NYSPLS No. 50528 ..............WATER METER \ 7' `_- FDLANQ • CATCH BASIN �\T —�_ __ __ DATE BY DESCRIPTION APPROV. BY —E— ............UNDERGROUND ELECTRIC k6. -- REVISIONS,q �� \ N 73°1840' W 60,00' —W— •• UNDERGROUND WATER NC \ T r y, ■ • ............CONCRETE MONUMENT ` /1® '\ Cc g BOTT=53.2 O Suffolk County,wn of ON wd1York k60 9 r -5•0 CONCRETE CURB Stanley Road �7 CPRIV Mattituck, New York ATE ROAD X ASPHALT PAVEMENT x FOUNDATION AS—BUILT [[BLOCK UFFOLK COUNTY REAL PROPERTY TAX MAP 50� b'IDE) 59,6 ss.o ISTRICT 1000 L. K. McLEAN ASSOCIATES, P.C. ECTION 106.00 x57.9 CONSULTING ENGINEERS & LAND ANEWYORK OS.00 - 437 SO. COUNTRY ROAD, BROOKHAVEOT 071.000 Surveyed ey. KG/JL Seale: 1'= 30'Ora„„By. DM Date: 04726/20220099.000 Ffe[ds @ Mattltuck Engr 8 Survey\Survey Dept\Drawings\LOT 17\20099,000 lot 17 Fnd AsB,dwg 6/29/2011 4,17 PM Valva Matonlene Approved By, TLS Flee No. 20099,000 ^ - _- - ,. - : r. ... '- s ,.', - _- I ' 1. ZEG.EN1�' , ` SURVEY OF PROPERTY , . - , - - . '. .. _L£CTR_c NANHME , , . " �: , Q' , 4 N f W� ON TIE , H N A ND' SEP - zw' _ t - 'idA ifk.VA VE ,`MALAR - - , �' R pQ IN , ER T amu, �: - t a _ - . . „ , :1 ' ` DEVEA[7�R' 00': -----� 'N ' < SUBDTVISIOI`MAP OF , ' ; . _ v 20. I I, FUBttL ,2 - �" 4P�'E —__ -T- "� 1 c AS < iv :g4 �2 ,Io 'THE FIEL[IST 1V�1�'T'TIT'UCK11 <'-�"., ,t 4�'l,in _ - ' '�• O'`, C, '�L/e,Ab ©" '- C'A$L% 7V Bf7X. .. _ - ' 1 .-,6 Y LOT.1� , -~<-. 'a ':..'a' ,. _- - - .. '< •,d; Jam••'• . \._ - i ,.--l.. ,'— .. �'' .`rO�Zr 'CATCH'.BASIN . " ,I. , . " uQ- ," . ,. , ,.. • , , - • .. FILED'I ZC NU . .. s. , .•_.. a" .. _ ':. " ,' ., •�` UNAR6RIIUND TELFPHflhE ., ,, ®., 006 AS'MAP 1 0 % s ,'` ,� F F —r" AT AT , r 4 : - ti Sl TU E :, ;r.:, ,, ��' ti: - D w, < „ � : �` ✓ �' -v. -L DF_RGRII tD:-EL CT IC , LQ; �- ,�' �` ,. - MATTITtJC is- > _ -". - +: W _.,: UNU�2GRDUND .WATIR w .- '' �o INF" - .. ;,'z. "';-'. `5 { `TUWN OF SOUTI OI:D -' $, + NCPFTE NDNUN£NT `` ,; rp , " , 1. :�, y} , "'' _ SUFFUL COUNTY N�V�7 YORK \r``` ,.i/' - - �Y{ CSS. .,.,,... P,IlJ WJCAP•Sl:'>~ , , - ,,.. " } o'` s _, - — — E - 30,,9 SQ..F �,. p r "- '� AREr1 t?E I''ARC .E 31 T. O,R 0.710_ CRE-. w. � 3 `' •a' " . . . , ?0 " �� 4"• d .. • - ' a. o / . __ , 7 NO f__. • \' 1 5t/FFOLIfi CO'tIN7 Y'IAL"1?i�CJF' R"7 Y TAX MAP. ' ..,` \�+♦" a,;- '1"� .' 1. '' — "1, Mtr`ASUREMENTS ARE IN ACCbRDANCE Wl rH U.S.,STANpARDS :,r <, -, „- `; - ;,' ' `,1'rj;/'.I aq`if" :_ 14Y 2, BEARINGS AND DISTANCES AS SHOWN ON,"THE PIELDS AT MA TTIMCK,FILED MARCH 3"1;2006 AT .. c / SSC I t(7/V:108.0 . .;". y n. l ' TttE SUFFOLK COtiN7 Y'CLEf2K5 b!FiCE AS MAP N0;'1 i37d. f 0� ;. ,i�C �t��aP� BLOCK," D�:00 , ,:, f 1 l., 1' •a: - �G' ,1_11LO 071.0�O 3,' ELEVA7f3NS REFERENCE NAVD 99$8, tiP ;'''r r 4. :,UNAU HORI7.ED ALTERATION OR rt5 A'SURVEY MAP Bl fVR1NG It LICENSED LAUD 3' ,. $ .. - x'""` r. . . ASr�—BUILT.SANITARY - , ''o. ,'' ='-. :• '„ .',, ,,'` "�. ,F�. _ SURVEYOR'S SEAL ISA VIOLA770NOFSt CTtON7209,SUSDNlSlON,2,,CF''THENEWYORK'STATE �: ..' . ,-, . v a r `N'y NC RNE OF BUILDING f rt .D STA' SFO SCO R5 . : s ,. a�, W1 Reil EDfJGA OtJLAW . , .. ,_,- " .-, PC? a." �� A B.. °' �, ONLY COF 11 5 PROM 7NEORIGINAL.OF THIS SURVEY MARKED-WITH AN ORIGINAL AF.THE LAND , d. ` - - s.. --:' - \ , , ,, 5 EMBOS D NA CONSIDE 5t ,.t'5' 58.5' CENTF R DF"'CLOVER ',SURVEYORS" SED"013°fNKE S SEALS 'Ll.SE' R tl � BE �L D TRt1E` PIE . (fS. LP' 88' :4d.5'' CENTER,OF COVE .. ,,ry. - L. 6, ,W'\ CERT,IftCAr/CJNSlND1CATED'FIEREON'SIGNIFY'fHA7YNISSURVEY;WASI�REPARED'fN x' l;dw) ACCORDANG E WITH THE; Xi4TING.CODE'OF PRACTIC>=FOR LAND SURVEYORS ADOPTE'tl SYTFIE > w " L N1 W YORK STATE ASSOCIATrON OE,FROFESSlbNAL t AND 5URV(YOR5:,SAttl GERTIFIGA rlDNS. . . ' y .— �Ll , - SHALL RUN ONLY TO.THE.PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS SEWALF:'70' . ,'::,, " , THE TITLE COMPANY,=GOVERN00V'rk AGENCYAND LENDit4G.9NSTi oUTION LISTED l4eREON AND .� ' y TO THE ASSIGNEES OF THE LENDING,INSTITUTION, Cc'PumArIONSARENOTTRANSF80ASLETO 7.; [.moo . AdDtrrONAr_lNSrtYurrbN5 DR sUBSEctUENT OWNERS: r ,' . +. tpM - J -. - ' ,. ,,..- � _ - , , .. 7. ON r �p,% ..: UNDERGROUNpLITIt-11tESSNOWNO'N'THIS'SiJRVEYAREFROlutUrlLiTYMARKOUTLt5CA7ED ' , � , ✓' - - 771EGf20UN7ANDlORREC017DPLANS..GEPOREANYEXGRVATIONIS IOBEGIN,:ALL , »; ;, �7� - UNDEFifaRC1UNDUfILtTtES,SHOl1LOi3EVC1�"IFIEDASrOTHCIRLOCAr10N;SlZEANtlTYPEBYTHE '�� <�y C RESPEC'IVk UTILI t'Y COMPANIES: .p . „ -,� - - • .- - A, RIG,HrS-OF-�WAYN07SHOWN.ARE,NOTCERTIFIED. " rh1. ,_ ,. , . - - - :. ', rrI VFY C! MA LI Y »� „ " ;c ? ' - 8: E'SfIR bSE5 THE4fA7t _ , .,', . r I 1 I �,.,. , , , . , -- ' �, ' SITE: P„LAN % .- , , . . . - , 11 , .. ” t -. , . -,+.. - .. - _ _ ., , ,• ., - ._ L. �, .. „ - , _ 1- • �• - .. _ - - � - , . ,. ., ' 'C' - 4 - • „ �' - • . - , . , . z ;5 n" ° . E sFIFFaLK COUNTY IDEPAf TE IST OF HE�ll_TH SERVICES, _ ,., • ; gCI1LDtt�IG D - :, f1FPFt C3 1.s��.s.CZ41� ..r , C3VAG OF CQI�S�RsCTEIlICIIk�SF R n+r Ts.DATEra crD ,-.Ci. .'-:,�..,.; ' . ., ,-: �'('+I\.ii��.�. _ _ ; : - ,,., .. "�/DA Eta... _. R,C,pOESGRIBTION'. 7f APPR4V. 6Y ` A3 PER 9%22 o FISINGLE F &�dIInY RESIDENCE , REVISIQtS ` .. 11 , , . 0,:.,.,, "' - : `0 ;J ...,,," ,;',. .. . , L�Bt:P..._,„. Bl2@022 H'Z. R Tf.IVCs,.., ,,,. R-21-0039,.:. __, ` , I TOWN:..QF 'S�UT.HO'LD . �: IF, SUFFOLK COUNTYR''NY _ , �,•'r The sewage dos anal and water stkpDI ftaQ Rkp,'e Ctl liTis hcattan have b8On - . ea.' A Y THE FIELDS' A7 :MATTITUCK )O-�, ” ," ':. ._ < . ` . -- inspected andtor certified by this Departrab.nt w other agent bac�aftts fCt nd . �: `: 1. I'll - i , ," , _ " •, ,,,<':::, + -- to be satisfactory FORA MAXIMUM KGF'._.".,4:.•,-_.F�Et)R 4�t1�15, „ , . , , r1 , - , - ; r . , LDT 17 "SA1,(TARY" `AS-. ILT i Com' �' a . 1', i £Q�Nt'tr p'`I,, ":c - - , .. , - , ..!_,-,'�„ - „ .�4'�t L.Syi-U`� -i'-'4,.r^1N' - :. , , .", .,. CF2AiGt�N-PPE,N,t?f-„ t;HEr 404 t> - �..- _ *' L. K.:IV1cLEAN.iASSOCI,ATES,. P:C. , of trt6asF�voaate'r ManaBarttc3n& wesu�nec enc Nsrns a7 90Ui8 OOUNr6Y RD..EROOXNAnN,'NEW YOW 11719 •�;. ••-ne 'wvttiAarnccs{.,"c - - - , •, - - ' - - .. 4;,*\' st1a:5• 4 DeaiOnec.Ry� MF�CFD Sccia: AS NOTED Ile. mms,yrsvy,urrnaxias, MyNncs ,. - • . , - '4 a M.iWaHXeM ekvk u'�TTS iNIDe GS. •, - _______ ' •Q 050528, V ” ,. - _ ollm,ae msmn aAuartm mumowu.' 1. \ � �� Orewn ey:� MF Dam; JI1NE'2022-._.._..� . ., ''M nK .."a [.''' .:,, ..,. '.lFaOUE ixe nw.0nan w n YSpwiYn .' r .. -:, 11 - , 2n V :. . . ?2 - ,,._c - :, -; .. ' , .- - - , - _ - .. \��"-' .—__ �Approv 13y--RAS:_.---_m.No.'20099.D40.,._...._L..__-._..__..__ 1. SUFFOLK COUNTY DEPARTA9EN,T' OF HEALTH SERVICES,". _ �. _ SURVEY OF PROPERTY ON TIM SUBDIVISION MAP OF THE FIELDS AT MATTITUCK LOT 17 I9 . 66-65 FILED MARCH 31, 2006 AS MAP NO. 11370 all�.DO/�• SITUATE AT N �Z MATTITUCK TOWN OF SOUTHOLD �(/j� �� ♦♦ .!+/ SUFFOLK COUNTY,NEW YORK NON DISTURBANCE NATURAL- ' ��/+ VEGETATION RETENTION BUFFER EN 0.5E AREA OF PARCEL = 30,931± SQ.FT. OR 0.710± ACRE \ I ♦ ' - - - - — - - Q NOTES +OD 1. MEASUREMENTS ARE INACCORDANCE WITH U.S.STANDARDS. 2 `I1J E fE R/NGS AND DISTANCES AS SHOWN ON"THE FIELDS AT MATTITUCK",FILED MARCH 31,2006 AT / { _ SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO.11370. I I(, �i I+ () .'3. � ATIONS REFERENCE ALA VD 1986. 6"lU U 1 U �J2 11 .� INAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND 18 J / 4'-"''SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION Z OF THE NEW YORK STATE \�s BUILDING DEP ' EDUCATIONLAW. WN SOF SOU7. � \ 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND / �aP\\� \ MASO,y,PY pyTlO 4 SURVEYOR'S"EMBOSSED'OR"INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. CO h 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN N \ ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE GRAVEL ____ 60.3' O NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS OM THE SURVEY IS PREPARED AND ONHISBEHALFTO DF" \\\y��- IN-OROUND sp;'�yMING ppOC q MASONRY pgTlO ------------- 2 I6 GTE TICOMPAN,GORNMALAENYNDINGINSTITUTION LIEDHEONAND EASEGL CERTIFICATIONSARE NOT O ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 6, \\�IY wELLTEpsOOp MASONRY 3_9";- \ 91 ti 7 UNDERGROUND UTILITIES SHOWN ON THIS SURVEY ARE FROM UTILITY MARKOUT LOCATED ON ROOFTHE GROUND OR RECORD PLANS.BEFORE ANY EXCAVATION CEADE,p \ pAT IO F UNDERGROUND UTILITIESHOULD BE VERIFIED AS TO HE R LOCATION,SIZE AND TYPE BY THE `'As METE \ RESPECTIVE UTILITY COMPANIES. \ S Zo ♦ ROOF to 378' ROOF ELL � B. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. '„'- LEADER y .0' FF fC.'644 LEAp�c-,P 0' v ON E7, f� 9. THE SURVEY CLOSES MATHEMATICALLY. y,ulp A 4 'N pOOL CC \ ♦♦ x`'S ETA Fx` W,y 4'e'4ON cZ7, o ,y STORY�' 24,q� ONC_CELLAR ENT(O,g'_-- FEN 0.8'W °� CERTIFIED TO: EMCE'�x`fx`ME`xGATE ry FUSE 8 1.ROSS FEIN G RAGE ROOF LEADER ---- , EN 0.4'E 2.LAUREN FEIN \ 0 ROOF LE-ADC'R ' �oole' Vis'28, 3.EQUITY LAND ABSTRACT(TITLE#02-72216) I mss_ NE 4. COMMONWEALTH LAND TITLE INSURANCE COMPANY 0 0 V I L r 5. US BANK ROOF CEADE,p VOOD DECK Ri � '�li 27,I. n O n LEGEND +s9s 'T ` %l RpOF OWE/AN =E_ 'L. S ��l�,/� G • AT Q .............. ELECTRIC MANHOLE cry ® ` / DRICK WgLK e s '�1ETq<x I �\' 16, FAT .............. CABLE TV BOX \ ATF `� e38. S.T i q x �. �{ .�"i 2 """"""" LOT NUMBERS cGP S' - �W e FEN 1.0'W� l I hereby certify that this map was made from an actual survey ti9 \ ` / ! W r I completed by me on 04/16/2021 &06/20/2022. .............. BUFFER AREA B 28 5i C.P 4. —T—.•••..•••.•••• UNDERGROUND TELEPHONE � •`i I� Oq / �0.5'SC0528� eQ\ � o� TAMARCA/YLk.-��A AN, P.L.S.••••••••••••••TELEPHONE MANHOLE O� ti (ANDNYSPLS No. 50528 ""'•"'••'•'WATER VALVE \r ® '""""""•WATER METER ''••'•'••""'CATCH BASIN o _ DATE BY DESCRIPTION APPROV. BY A —E—••.••.........UNDERGROUND ELECTRIC — REVISIONS �,T,9 2, RIP DRAIN N 73°18'40' W 60,00' —W—••••••••••••••UNDERGROUND WATER �// \ _ BRICK APRON RIM=57.59 Town of Southold ^ - ••••••.....•.•CONCRETE MONUMENT BOTr=53.2 G) Suffolk County, New York ® _ CONCRETE CURB k60,9 '� � Stanley Road ZCrn 'rPRIV,g7--E -' * Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP M pROPERry Oup RDAD 50' WIDej x 59.6 IT r GR ASPHALT PAVEMENT x �r Final AS-Built Survey DISTRICT 1000 <Lc 58.0 SECTION 106.00 � L. K. McLEAN ASSOCIATES, P.C. BLOCK 006.0 x57.9 CONSULTING ENGINEERS & LAND SURVEYORS I LOT 071.000 437 SO. COUNTRY ROAD, BROOKHAVEN, NEIYhYORK Surveyed By, 6M/NR Scale: 1'= 30' I eet No. Drown By. GLB Date: June 22, 2022 S.\Shared With Me\Projects\20099.000 Fields 9 Mattltuck Engr 8 Survey\Survey Dept\Dra wings\LOT 17\20099.000 lot 17 Final As-Bullt.dwg 6/24/2022 P17 PM Tamara Stillman Approved By. TLS File No. 20099.000 Il Ln AND LIMIT OF GRADING W JOSEPH M A NIFfKidd �zV)u ' ', i '.'::. .., ..:..;. ..:.:,:. .:.vy '..... ",y�; MACARI k a ERIN ._ - �- •�, ;�, , ::::::. �^` ��,�: } ELOPED / �. "�' _ • V a,. c, ,00 A, LIC WATER 21 .� ..� ,V \ /,� Nic� s� c� rc ..::. .:... . ... I \ a ' �, PUB I d R N,r .::�:: ;,:•� ��;"; �. \-� y.2.. . ... E l A / o / 3..._ / ` E'V� 42 < <� 0 4 4 6 - o oR 6 D 65 - 2el 06 AllV, . k.. - - . ... 9 S _. .. S' CIO 6 - 0 . 3 , •k - 4 6 1 % X< : n g� iJi I ti tuck Hills x 5 I7 t t DW3 / � .� �,9 � ' .�-� �� \ { •'� ' :� .. \Ilk TOC C r r`Y 0. O Ci 1 \` ,p n L62' is,` ¢ kq ROP._-_SILT FEN E .t ti S DETAILED TY _ ::::.::` S� 6,3_\ rn fir• � S k f. { 63 PROJECT �\ s _ Y N AN�q nG.y ��\Bye\ 6 ti LOCATION J I � p / V LCA t B.W. 0 5 } . r° � c FE b�- \ c �6+'9c / ,_ PCS r�� '�:;.''::,... z" ...: '<, .. < .. '�� • , 6 /~� `! � .\ \ - y� �0��� DEPTH EXISTING 2 LP � - - �t I ��J�G�P LOCATION MAP V s , \ \ \ o\ \ ��� 0, DARK BROWN LOAM � -` GRADE .. / J 0 558 ¢ \ \\ o� \ �� � 1.0 54.8' SCALE: 1 "= 1,000 ' ,\ ;, J r r BROWN CLAY , ALE BROWN FINE SAND SEDIMENT ON SITE �. pp _i � � (�� . " • � •,�� , j\ \.i� \\" \ 5.0' 0 U' P -. v> O d% SILT FENCING .' \ \. '�, r- -� BROWN CLAYEY SAND o c. te•-o•Max• PROPOS RENCH 10 ..:..�. o . .\ .•-.\ I 11.D ::w;,. ���+r,;:.'.l',.Jx�•i.o;?.., '•;i:Ai.:n::{yr.�+*,.,r,In W/ 6 ADS 44.80'61 .' c_DRAINAGE PIPE TO- S i .t.�i! .. Hr•' .. •!r!.+� .FII.6 '.{r y i,,.%x�.y�„7:�.;rr 4a.,Win; �,sF\;r.�...,,`• � a{' O ,�?ri•tf�iA,+4�ts� \ \ � ..,`v V .e.�.. r• `''�..�a. YAC���•�^� 0 gx 59- PALE BROWN SAND � -��,t• ti:�."•.--"�-";"=.` � °+.:• ��' %,:. Fv � ,�,.�...y', h ���-~ -�,•M Y' L y-Fy PERSPECTIVE VIEW �.4:•.• ll,,�•,j+t•.�..4.,•, . -,Sy.:-r y'�"n^x-:~R..1y.4,a��+.'iLf.Y'4�` '53 .+.K:'4•`,^• a •:aa{N•.�Y.1J.�:.:.A �:�I`: ?'r`Y.•.�`$..'... .>:hr.r"4�:..:��::J:.nrG PROPOSED �' 601..�.�++. CONSTRUCTION o ;:✓ ENTRANCE ��E" " � I MINIMUM 2 x 2 OF A i,- N.Y. FENCE PO SITE: PLAN DATA: r � � FOR TD, is PROPOSED S11 T \Sq�p'�C' 5 �� 17 38.8 WOVEN WIRE FENCE ZENITH PROPERTY GROUP LLC FENCE AT ENTRANCE �T �%y i (6 X 6 - 10 / 10 wwF) 2915 STANLEY RD., MATTITUCK NY 11952 `� \ � ' 9 TEST HOLE BY MCDONALD GEOSCIENCE I PLAN VIEW FILTER CLOTH 1000--106.00-08.00-071 .000 \ ��c" 'G r''�, 5 DECEMBER 23, 2020 I SLOP �r ��*�.s� 0 (NO WATER ENCOUNTERED) I e SITE AREA: 30,931 SF /0.71 ACRES \ ` A T `�� �' C�- HIGHEST EXPECTED GROUNDWATER ® EL. 0.50' i Q) LIMITS OF GRADING: 27,480 SF /0.631 ACRES \ ` EMBED FILIER CLOTH • y a \ \ TEST HOLE L E R O A D c_GRA MIN. 6" INTO GROUND E NO WELLS LOCATED WITHIN 100' is - \ SEE TEST HOLE LOCATION MAP ` 0) r \ 3/4 S ONE ENTRANCE-STATE FOUNDATION OF CDMPACIED NOTE: 3/4'STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.CA Flu TOye"(M41.)ABOVE EXISIt,G GRADE FGR DRAINAGE. MAXIMUM DRAINAGE AREA SILT 1/2 ACRE / 100 LINEAR FEET CD CROSS SECTION SECTION DETAIL SITE PLAN TEMPORARY CONSTRUCTION ENTRANCE SILT FENCE DETAILS SCALE: 1"= 20' NTS 0 20 40 E Feet 8" (HICK REINFORCED CONCRETE COVER 2" HEAVY DUTY BAR GRATE, HOT 2 " 4.1 CONCRETE SLAB BELOW GRADE DIPPED GALVANIZED, 1.5" O.C. 1'-4" 1= SURFACE AS PER SITE PLAN 3/4" DIA. ANGLE FRAME HOLE 4" c o DEEP FOR r� , CONNECTING -2 „ 0 N N ' PIN . -1" » A. A LEGEND: STORMWATER DRAINAGE oTES: RECAST CONCRETE N _ _ '� .,•:_• y:: 1 CHIMNEY PROPOSED BUILDING CALCULATIONS: 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED °Q VARIES AS A MINIMUM. III Ii END VIEW O REQUIRED DRAINAGE CALCULATIONS: 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES ` ®® ® ®® ® 1 r-) PROPOSEDASPHALT DRIVEWAY (2" RAIN EVENT) SHOWN, THE CONTRACTOR SHALL COMPLY WITH ALL ADDITIONAL MEASURES o II =I II I ®®® ® ® -L ' DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE y= ®®®® ® ® PLAN IMPERVIOUS (ASPHALT) = 2,100 SF COURSE OF THE CONSTRUCTION. I I II(_ ®®®® � 6108" ADS DRAINAGE PIPE U ------ PROPERTY LINE C=(1,400 X 1)= 1,401 ®®®® ® 6" ADS DRAINAGE PIPE FOR - '-3„ NOTES 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE . U 1,.400 X 2"117" (RAI 6LQ= 233.33 CF INSTALLED PRIOR TO DISTURBING ANY SOIL OR MILLING OF ASPHALT < TRENCH DRAIN ONLY. 6'-1" I 2" _j PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS : ®®®® ® 1. CONCRETE DESIGN STRENGTH --(�- PROPOSED CONTOUR WITHIN THIS CONTRACT OR AS DIRECTED BY THE ENGINEER. THE w f T I- PER ASTM C31, 4,000 PSI AT 28 DAYS IMPERVIOUS (ROOF) = 2,020 SF CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND REMOVE a AM 191�- 4"1� " 2. REBAR ASTM A-615 GRADE 60 U C=(2,020 X 1)= 2,0X1 COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY THE z 'I'I I • ®® ® ® DO a f• - 11.0-- EXISTING CONTOUR I� U 2.020 X 2"/12" (RAINI�)= 336.67 CF ENGINEER. COLLECTED MATERIAL SHALL BE DISPOSED OF PROPERLY TO AN 1 _ 3. WELDED WIRE FABRIC ASTM A-185 PROPOSED SEPTIC TANK OFF-SITE LOCATION AS DIRECTED BY THE ENGINEER. ®® 4. TRENCH DESIGNED FOR AASHTO H-20 LOADING PROPOSED DRAINAGE CALCULATIONS: 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL aMfl 1:1 n" 9" i .'•.. ;�•• `,.• .•4 ••4''e (Dla% SEDIMENT CONTROL MEASURES DEPICTED ARE IN PLACE, AND APPROVED 1:312® PROPOSED SANITARY LEACHING POOL ASPHALT DRNEWAY s "•• _ 1' BY THE ENGINEER. ¢ ®® ^ s (I I(I- _ 233.33 CF REQUIRED j ;FES PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL 8'0 DRYWELL= 233.33,CF/42.25 CF/VF= 5.5 VF 5. STABILIZED CONSTRUCTION ENTRANCE SHALL REMAIN FOR THE DURATION ®® o ' 4" SOLID BLOCK PROVIDE: (1)80 LEACHING STRUCTURES 03' DEPTH OF THE SITE WORK UPON COMPLETION OF WORK IN SEQUENCE. r AOMIT --a PROPOSED SANITARY PIPE - f ; IIIIII SECTION A-A � $OOF (DW2 & DW3) - END WALL FOR INSIDE SECTION >, 333.33 CF REQUIRED • CLEAN SAND & .. . TYPICAL TRENCH DRAIN PROPOSED ADS ROOF DRAINAGE PIPE 8'0 DRYWELL= 336.67 CF/42.25 CF/VF= 7.97 VF I GRAVEL FILL. , GROUNDS DETAIL �°W/N PROPOSED 8'0 DRAINAGE STRUCTURE (SOLID COVER) PROVIDE: (2)8m LEACHING STRUCTURES ®3' DEPTH WATER (j) 2'-0" N. 8'-0" Diameter 2'-0" Mi CLEAN SAND & N.T.S. --E PROPOSED U.G. ELECTRIC SERVICE GRAVEL FILL. DATE BY DESCRIPTION APPROV. BY ---•--- PROPOSED WA PROPOSED SILT FENCE TYPICAL SECTION C� LEACHING POOL (DW) �' -a-- WROOF LEADER 10' SCOL.NTS REVISIONS ' -- EX. UNDERGROUND WATER TRANSITION O b TOWN O I S 0 U T H O L D U CAST IRON CLEANOUT "T" SUFFOLK COUNTY BRANCH WITH BRASS OR NY BRONZE THREADED PLUG E 00__ SAND BAG p S 4 CAST IRON PIPE THE FIELDS AT MATTITUCK CU L 1�IAN. PITCH.,ITCHY GRADE o O IMPERMEABLE (6� A A 9- SHEETING LOT 17 STORMWATER �_ -- '- 0 F N ,,K,yO SECTION 0 F MANAGEMENT SITE PLAN N CD r „ I 8" ADS 1:1 SIDE FLATTER SLOPE * 't 0 0 ........... O 0 0 0 O C //�� ASSOCIATES, C�•�•+ qq S�++ SLOPE ® 1q r- �� L. K. CL_EH A�7�70�k.�'HT `7� f.�. N � 4. I CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 00PERSONROOF LEADER DOWNFALL DETAIL CONCRETE WASHOUT DETAIL THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet No. LJ'" <- ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS 7 7 ``� Designed By: MF/CFD Scale: AS NOTED 0 UNLESS ITS N.T.S. N.T.S. BUNACCOMPWNG SPECIFICATIONS, UNDER THE DIRECTION OF A PROFESSIONALUCENSED *6a�i n ENGINEER. WHERE SUCH ALTERATIONS ARE MADE, THE E� �I «�' N PROFESSIONAL ENGINEER MUST SIGN. SEAL., DATE AND ,__ '" Drawn By: MF Date: FEBRUARY 2021 SW ^, DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE Y Y DRAWING AND/OR IN THE SPECIFICATION (M5 ED. LAW p_ • SECTION 7209-2). Approved By: RAS File No. 20099.000 ..O m TONN COMMENTS z � RETAIN STORM NATER RUNOF ' ' THE I — AURORA ' ' PP 0 ED AS NOTED PURSUANT TO CHAPTE 236 d OF THE TOWN CODE. p DATE: B.P.# t A allAL I TY NEV4 BIOME MODE—L 13Y FEE: By: p NOTIFY BUILDINu DEFARTMENT AT COMPLY WITH ALL CODES OF w 765-180 8 AM TO s PM FOR THE NEW YORK STATE & TOWN C � `r w FOLLOV� NG NISP� CSI T IC '.O OASIS ,�T M�TTI TUGIG, GOfi`�. 1. FOU DATION - TV`,.'Q PcQU1RED AS REQUIRED AND CQ.'i z _ Z FOR DOURED CONCRETE 2. ROUGH - FRAM;NG & PLUMBING ;L } 3. INSUI ATION VA 10 4. FINAL - CONSTP, -'N MUST STE p BECOMPLETE F D. N ALL CONSTRUCTION S-iALL MEET THE J. lC REQUIREMENTS OF THE CODES OF NEW _ YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. OCCUPANCY O -- - - - USE IS UNLAWFUL PL b MBER CER TIFICA TION WITHOUT CERT IFICATE ON L FAD CONTENT BEFORE OF OCCUPANCY LU CERT FICA TE OF OCCUPANC` SOLDER USED IN WATER O _ SU PLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. PLUMBING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0,11 NGWAS� AI.LPL --- &WATER LINES N TESTING BEFORE COVERING 0 N TRUSS PLA ARDINGs REQ!!".RCS Must provide Manuals D, J and S as per DO NOT PROCEED WITH NYS Energy Code - - - - - - - - - - - - - - - OF .11N UNTIL SUR - r _ - -- - - - - ---- -- - FOUNDATIONLOCATI ON FINISHED SECOND FLOOR — - - - - - - - - - HAS 6'T-N APPROVED. Blower door All exterior lighting and ductwork z ins ailed,replaced or testing required. repiced shall conform O o .. ILI rr��� m w v of the Town Code V w to w z D ® ❑ D ® ❑ ® o z -1� ozW ® ® ® ❑ FLOOR Ate'EA TABLE Q l� � �� � o U ll_! ° z � CSz - - � - - - - - -�- - - - - - - - FLOOR � Ow FINISHED FIRST FLOOR FIRST FLOOR 1,215 sf LH � CS w - - - - - - -- - - — - - SECOND F 1,202 sf - - - - - - GARAGE 552 sf _ , . N BASEMENT 16 sf 0. O N I Q ,22 • ❑ ❑ ❑ ID 1:3 ® FINISHED GRADE PORCH 241 sf z p 0 I I I I I I I I I I I TOTAL LIVING 5PACE 2,417 sf I I I I CONDITIONED FLOOR AREA 5A43 sf z I I I I I I I I 1 (I NCLUDE5 BASEMENT) - I I - - - - - - - - - - - INFILTRATION VOLUME 31,200 cf - - - - - - - � (INGLUDE5 ATTIC 8 BASEMENT) I I I I I I I I I I I I I I I — ❑ ❑a1 i I L I I I I I I I — rtrt .. M�'ss..es �ye��� y.'... r"7 — 4== - - - - - -- - - - - - - _� - -L-- - - --- - - - - - - -�-- - - - - J — --- NDEX TO DIVAN I N S DRAWING No. COVER 4 ELEVATIONS A-Is'�,>s:1,~: >a`' r� ° k, FOUNDATION PLAN A-2 `a FRONT ELEVATION FIRST FLOOR PLAN ,,4-3 �`'d�"':k,$ ®;,�F:Y Po,f����•�` 2nd FLOOR PLAN A-4 ''a�:*,f'.� •^ WALL BRACING 4 ROOF PLAN A-5 SCALE: 1/4" = 1 ft .. IVERED FEB 1 1 2021 5EGTIONS 4 DETAILS A-6 NOTES A-7 TJI-DETAIL5 A-5 p � r O O ~ � >=w o � O o � � m 12 O � 0 z 5.2iO O < tL I — p O Wp � IY . Ld FO-1 ❑ ❑ ❑ tU I Q 12 X n_n I —1 5.25 H OL -- ---------- - --- ------ -- -- - ---------------------------- --------- -- -- -------------------------- -- --- ------------ ------ ------ ---------- --- -------- ----—--—-- --- 0 ----------- - ------------------ UJ o=IL O ------ --------- ----- ----- ------------------------ — ---- ~ m DATE: FEBRUARY 2021 COVER 4 SIDS ELEVATION REAR ELEVATION SIDE ELEY4T I ON ELEVATIONS SCALE: I/8" = I ft SCALE: I/8" = I ft SCALE: I/8" = I ft DRAWING NUMBER A - 1 A A-6 235# ASPHALT 5HIN6LE5;MIN. (4)-FA5TENER5 PER Z STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE Q 3 [Rg05.2.6] I- O 7-4' 24-4 No. 15 ASPHALT FELT UNDERLAYMENT(Rc105.1.11 Q TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 1 14'-8 I/4" 7'-5 I/2" f SELF-ADHERING POLYMER-MODIFIED 2x8 [U05131 P.T. LEDGER BITUMEN ICE SHIELD BARRIER [Rc105.1.21 O V _ __ _ _ _ _ - - - 24" IN51DE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES Q Lu I 1 1/2"(P x 4" GALV. LAG 5GREW5 AT 16" O.G. r J-L_I 4'-6° STAGGERED [R501A] P.G. FTG 36" INSIDE EXTERIOR WALL LINE FOR > 8:12 SLOPES _ _ __ _ _ _ _ 4'-6" BASEMENT ENTRANCE STAIRS 1/2" STRUCTURAL PANEL SHEATHING [R803.2] 13 REINFORCED CONCRETE RETAINING WALL R-3q CLOSED-CELL SPRAY FOAM (5PF) INSULATION (2)-2x10 P.T. GDR- I 8" 0 I- J L J #4 REBAR AT 12" ON-CENTER EACH WAY L o STANDARD HOOK AND LAP INTO I6" x 8" F.C. U) m DECK FOOTING. 2" MIN REBAR COVER SOLID WOOD BLOCKING z ABOVE 1z - O - O m N I.- G N Q - - - - - - - - - - - - - - - - - - - - - - - -� IIN 1 - - -3oa - - - - - - - - - 3o245L 2 5L - I I I, DRIP EDGE [Rg05.2.8.5] (`I Ixb WOOD FASCIA d I I 1/2" GYPSUM WALLBOARD i I SOFFIT VENT _I IIT I L- - - - - - - - - a DOUBLE 2x TOP PLATE 1 VINYL SIDING. ATTACH THROUGH RIGID - - - - - - MINIMUM 24" LAP SPLIGE LENGTH [R&02.3.21 I INSULATION TO WOOD FRAMING PER 1 _ I ( I - - _- - _- _ -- - - i MANUFACTURER'S INSTRUCTIONS FOR HIGH-WIND I- _ _ AREAS AND TO RESIST A MINIMUM 28 psf EMERGENCY ESCAPE � RESCUE OPENING r - - - - g ��H D I [ 11.7 8] SUCTION LOAD (EXPOSURE B) OR 40 sf - I GAS WATER HEATER [8310] I GONG PLAT i (EXPOSURE G). p HW A. O. SMITH III GPVT 50 200 3°6e ( i AND PS <- DN 10 I R5 J CAPACITY = 50 gal BASEMENT tt 4" P.G. SLAB I DRYWELL 4' O I w N OL I PLASTIC HOU5EWRAP INSTALLED OVER FOAM O _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ INSULATION. INSTALL AND TAPE ALL SEAMS PER L - NOTE: N I (- I 2x4 WALL STUDS AT 16" O.G. MANUFAGTURER'5 INSTRUCTIONS [R703.2] HOLDDOWN5 ARE 3-1/2"(P STL COLUMN I R-15 UNFACED FIBERGLASS BATT INSULATION O NOT REQUIRED FOR x1 6" 0"x1/2" TOP PLATE I I 23'-8" I I R-5 I-INGH THICK EXTRUDED POLYSTYRENE (XP5) - 8"x8"xl/2" BASE PLATE I I I 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL USING - THIS PROJECT. ON 2'-6"x2'-6"x12" DEEP P.G. FTG. I I I I CAP-HEAD IONAILS V41TH A MINI MU 2'-O"I I (3)-1.75 x 11.875 LVL GDR w/(3)-#5 REBAR EACH WAY I R-13 2 CLOSED-CELL SPF INSULATION PENETRATION; 12O.G. PERIMETER AND I I (ENGINEERED DESIGN) (TYPIGAL-4) I I I I (ALSO AT RIM JOIST IN SECOND I6 O.G. FIELD. FLOOR PLATFORM - NOT SHOWN) - � -T-2'. � I I I I/2" STRUCTURAL PANEL SHEATHING 7-2 7'-4�� r 7-2' r - = - -- -- - 3/4" STRUCTURAL PANEL SUBFLOOR 2x SOLE PLATE 7 2 I I I O N 0 I w ( I I m 2x BAND J015T O L - _ _I BEAM POCKET I I I _ m I I N 1 I 1 (TYP-2) I I I I 2x6 PRESERVATIVE TREATED SILL [U62] N -i -I I I I FLOOR JOISTS COPPER TERMITE SHIELD OVER SILL SEAL (3)-2xlO FL HDR (3)-2x10 FL HDR I 0N v I I UNEXGAVATED I I EXTEND 51DINO TO WITHIN 12" OF FINAL L 3-1/2"(P 5TL COLUMN 9j I I cV I I N WOOD SILL PLATE TO FOUNDATION ANCHORAGE GRADE FOR HISTORIC DISTRICTS -4 11 4.5"x10"xl/2" TOP PLATE L I _ I w I I I IY� Bo 8"x8"A/2" BASE PLATE <tO MINIMUM " d[a. ANCHOR BOLTS 5PAGED NOT ON 2'-O"x2'-O"xl0" I __ I m I O I I I I GREATER THAN 6 FEET ON-GENTER EMBEDDED 1_4,I DEEP P.G. FTG. 7 I (2)-2x10 I - I Q I I I I NOT LE55 THAN l" INTO CONCRETE OR GROUTED FINISH GRADE IL I FL HDR I I w -I I I I CELLS OF CONCRETE MASONRY UNITS. THE O l 1 3-1/2"4) STL COLUMN _j O I BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD - ! IL 4.5"x7"A/2" TOP PLATE N I O x i I I I11 OF THE WIDTH OF THE PLATE. A NUT AND L�- O I I 8"x8"xv2" BASE PLATE I I p N I I I I ~ O WASHER SHALL BE TIGHTENED ON EACH ANCHOR I x ON 2'-O"x2'-O"xl0" I I I BOLT. THERE SHALL BE NOT FEWER THAN TWO 11 1 m }- Q 3024 5L I N DEEP P.G. FTG. 2s68 I STUD TO SILL PLATE UPLIFT I I BOLTS PER PLATE SECTION WITH ONE BOLT Lu W STRAP UNDER P05T TO ROOF LOCATED NOT MORE THAN 12 INCHES OR LESS z Jo Iv W m Z Z Z BEAM (TYP-4) I I THAN SEVEN BOLT DIAMETERS (3.5FL OF THE PLATE SECTION. WALLS 24 INCHES") FROM EACH ^ z - DECK LATERAL CONNECTION [R50-I.q.2] I I 1 0 O z a 13-4" I I I O w .. z N w - - -I'a- O _j W SIMPSON DTT2 I 1 I TOTAL LENGTH OR SHORTER SHALL HAVE NOT O = N Q a z - Z W INSTALL IAW MANUFACTURER'S SPECIFICATIONS 1 _ _ _ _ _ - - - I I I I FEWER THAN ONE ANCHOR BOLT LOCATED IN THE 4 (TYPIGAL-6) _ 8' P.G. FOUNDATION 5TEMWALL UPON I I CENTER THIRD OF THE PLATE SECTION AND in aJ 16" x 8" DEEP CONTINUOUS P.G. FOOTING I SHALL BE ATTACHED TO ADJACENT WALL Q w V m -� Q (k � O Z O W DROP FOUNDATION BELOW SLAB DROP FOUNDATION BELOW SLAB I I PANELS AT CORNERS AS SHOWN IN ITEM q OF Q Q Q-v "t�z �J a � r - _ - _ AT DOOR OPENINGS- - - - - - -AT DOOR OPENINGS TABLE Rb02.30). Ca W o `j `T' � Wj ® Q - - - - -� I 5H _ (2)-2x10 FLUSH - R-ll BASEMENT WALL BLANKET INSULATION O v = 0 w�u 0- O 4 _ I DEGK N I __ __ __ - I O� ooc�aa ��o� _ - (2) 2x10 FLU - w a _ 4 ABOVE - - - - - - - - - - - - - - - - - - - - - - - - - -� z Cj - - - -- - - - - - - - - - - N I I I P.G. FOUNDATION WALL [9 O w O (� CONTINUOUS HORIZONTAL REINFORCEMENT: ONE No. 4 z f 0 O Q - _ - - _ _ - _ - - - Q - - - - - - - - - - - - J BAR WITHIN 12 INCHES OF THE TOP OF HALL STORY =ur dJ AND ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL _ yl Z 2'-q" q'-2" 2'-q" uLL � 8'-O" 2'-q" q'-2" 2'-q" 2'-8" S'-4.. I:_8.. 8._4.. 3._4.. _ STORY [TABLE R404.1.2(I)] O z cv 2x8 [UG3B] P.T. LEDGER EXPANSION JOINT r 4J z 1/2"(P x 4" 6ALV. LAG 5GREWS AT 16" O.G. STAGGERED [R501A] F - 7 � _ � - � 7 _ 7 7 - F - -1 4" P.C. FLOOR SLAB (2)-2x10 GDR + + I- -- __�_ (2)-2x10 GDR POURECONCRETE FOOTIN6 - DD ON U15TURB D 501L 8403.11 J �� 6 .•.w �� z w'`]f-�``t Fit rl MIL POLYETHYLENE FILM CONTINUOUS UNDER 5TEMWALL :: .4�<<,� �'tp•�i Qom= ,�, " `t P.G. FTG r 7'-0J2' L ^�2 .. ' s T`r FI GAL MALL SECTION q-I 3/4 6-6 3/16 7'-O" 24-8 SCALE: NTS 1!f1f �1VEfED FEB 1 1 2021 4"x4" [UG4B] PRESERVATIVE TREATED P05T WITH GALV. METAL POST BASE ANCHOR ON 12" ) x 6'-0" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON Q A 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOMt- MAXIMUM SUPPORTED LOAD AT 7'DESIGN DEPTH = 18k IN PRESUMPTIVE 2k BEARING SOIL (TYP-q) O A-6 (ENGINEERED DE510W FO ttp� Q-- r FOUNr�)ATION PLAN o � � SCALE: 1/4" = 1 ft O O m Q 0 r 1" nnO,, < !� o Y �- 1L O < W0 a Z WINDOW AND DOOR SCHEDULE STRUCTURAL DESIGN NOTE Lu � � In accordance with the 2020 ROWS; structural AC No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL elements such as engineered wood, steel and X < CIL WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS steel/Wood composite columns, beams, headers and Q (� ri 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: Cj q)0 _ B UNITED WINDOW 3900 4040V N/A N/A 11.96 sf N/A 16.0 sf U=0.28 SHGC=0.32 -22.0/-29.7 psf[20 sf] 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 sff 36"x 24" C AWNING,VINYL FRANE,LOW-E GLASS,ARGON,NO GRILLE 1) resist gravity loads, and l X l�J IL 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 120 sf] 24"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE 2) are not contained in the prescrliptive design O lu 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 sfJ 36"x 60" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE provisions of the 2020 RGNYS j H O F UNITED WINDOW 4500 3131TR6016V N/A N/A 6.04 sf N/A 9.0 sf U=0.28 SHGC=0.32 -26.0/-35.1 psf[20 sf] 72"x 18" F PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE G UNITED WINDOW 5500 3024V N/AV N/AV N/AV N/AV 7.0 sf U=0.30 SHGC=0.30 -22.0/-29.7 psf 120 sf[ 36"x 28" G SLIDING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE(BASEMENT) were designed in accordance with to 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 150 sf] 72"x 80" H PATIO DOOR,LOW-E GLASS,ARGON,NO GRILLE AN51/AWG NDS-2015 With 2015 supplement. O I THERMA-TRU FIBER-CLASSIC FCM65/FCM65SL 36"x 80" 20 sf 5.0 sf 20 sf 34 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sf] CHECK UNIT I FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS J J C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x T t 56 t sf - 56 t sf 56 t sf N/A N/A -23.0/-27.8 psf[50 sf] CHECK UNIT J RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS Structural elements such as walls and fenestration K THERMA-TRU SMOOTH-STAR SSF220 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.18 SHGC=0.01 N/A CHECK UNIT K SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR that: L THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sq CHECK UNIT L HALF-LITE,LOW-E GU4SS BASEMENT-TO-OUTSIDE DOOR DATE: FEBRUARY 2021 MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED I) resist wind loads, and MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[.sf] ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 2) are not contained in the prescriptive design FOUNDATION PLAN 4 provisions of the 2020 RGNYS TYPICAL WALL SECTION were designed In accordance with ASCE 7-I6 wind provisions and acceptable engineelring practice. DRAWING NUMBER where such elements occur in the pllons, they are A === 2 annotated "ENGINEERED DE�SION." A m A-6 NOTES INDEXED TO THE 2020 ENERGY CONSERVATION GONSTRUGTION -'-10 1/2" 10'-6 1/2" O GODE OF NEW YORK STATE V RIOTS COMPLIANCE: This building was designed and shall be constructed to meet the 2020 ECGCNYS. Both REScheck (US. Department of Energy) and REM/Rate (Noresco) computer PROVIDE RESERVED PAGE IN SERVICE PANEL TO CODE Z software was utilltzed to demonstrate compliance. All WOOD STEPS FOR FUTURE SOLAR ELECTRIC INSTALLATION [TI03.q] O mandatory provisions of the 2020 ECCGNYS - Residential v Provisions are In force. ATTIG PATHe4AY FOR SOLAR ELECTRIC [TI03.8] r INSTALL 2"(P VERTICAL SCHEDULE 80 PVG CONDUIT O R105.2.2 KITTEN STATEMENT: To the best of my knowledge, 8'_O° WALL LINE THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLUGS CLOSED-CELL SPF belief and professional Judgement,these plans comply with the ABOVE OR CAPS AT EACH TERMINUS [E3802.3.2]. - Energy Code. Furthermore, as a RE5NET certif led rater (I.D. No. 26143qU' , I certify that these plans comply with the Home 3 Q Q 5 F- ('`. Energy Rating System (HERS) program. A signed certification O O O O 40 O ! -- - of compliance with the HERS program (HERO) will be submitted �u d PIG RE z - of the constructed building to demonstrate compilane. Q I O Q Y a z (3)-3050 6068 __ I _ _ I GYPSUM BOARD z� __ = __ _ 1 __L_ R301.1 CLIMATE ZONE: 4A Suffolk,NY Q to-- (2)-1.'75x11.25 LVL HDR (2)-f.-75x11.25 LVL HDR -- --T---� , ® L-----_ -- N r CONTINUOUS BEAD OF w v (ENGINEERED DE516W (ENGINEERED DESIGN) L iv j DW SEALANT 8401.2 COMPLIANCE: This protect compiles with 2) Section 8405 V � � — --1----J______________, I, I i - Simulated Performance Alternative, and the provisions of U�J , I I N GYPSUM BOARD Sections 8401 through 8404 labeled "Mandatory." � 1< J EXTERIOR I 1 Z --I IR INTAKE I I Mandatory requirements: KITCHEN I R40173 CERTIFICATE,CERTIFICATE: Builder to post per Code. iL Z p [81006] m I i 36" GUARD [8312.1] } GONTINUOU5 BEAD OF 8402.4.1 THERMAL ENVELOPE: To be ested d verlfled to 3 23'_4 I+KH O m I --------------------- ----------� SEALANT AGH HERS rater. See Table R402.4.1.1 in plans. - I r -- - - -- - 1 - -- - - d P l� 3 H ND I {R II.-18] O R402.4.2 FIREPLACES: Factory built with UL 12'7 doors. p z -- ----------- R402.4.3 FENESTRATION: See window/door schedule S r , o CONTINUOUS MINIMAL z N FAMILY ROOM BREAKFAST o '- ' o w O EXPANDING FOAM AT WINDOW 8402.4.4 FUEL-BURNING APPLIANCES: All room heating and J II I O BA EM NT EN GE O : 7-014 4" O Q O _ I UNIT PERIMETER hot water heating appliances to be direct vent with both O '018 <- O N I intake and exhaust pipes Installed continuous to the _� O u.l outside. ,� z UL 12'7 LISTED AND I— I p LABELED 36 = WINDOW UNIT R402.4.5 RECE55ED LIGHTING: IG-rated and labeled as �uOI FACTORY-BUILT NOTE: q'-O" GEILIN6 HEIGHT having an air leakage rate of not greater than 2.0 cfm w Code. FIREPLACE [RIO04] THROUGHOUT FIRST STORY rn O O ~ � ' R402 5r MAX. U-FACTOR b 5HGG: See window schedule. _ 25 cfm CONT. I I ELEG. PANEL — /� R403.1 CONTROLS: See plans for thermostat Information. Prol TECHNOLOGIES ~ cv TO ERV R403.3.2 DUCT SEALING: All duct Joints shall be MODEL 7105 v [MI505.4) mechanically fastened and sealed with duct mastic PROGRAMMABLE E I= CONTINUOUS MINIMAL sealant. Apply mastic to duct seams. THERMOSTAT i E -------------- � EXPANDING FOAM AT WINDOW 8403.33 DUCT TESTING: A duct air-leakage test Is not F I I E -�- I UNIT PERIMETER (3)-1.-75 x 14 LVL FLUSH (3-7' LONG) required under exceptions I and 2. I I q p (2)-2x10 HDR I r E v INTERIOR GARAGE WALLS: I I 8403.3.5 BUILDING CAVITIES: Framing cavities shall not be 6'-6" II'-4" I I E o R-15 BATT INSULATION used as ducts or plenums. REF -- - r- R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate O 4x4 POST I Y�' GYPSUM BOARD mechanical system piping carrying hot water to an p 36 GUARD [8312.1] -- L, GARAGE GEILIN6: R-value of not less than R-3. N _ R4035.1 HEATED SERVICE HOT WATER(SHN CIRCULATION m 247Q PDR 3'-0" LOAD BEARING LL —7 Yz' GYPSUM BOARD SYSTEM. Not in project. _ HEAT DETECTOR V i CONTINUOUS BEAD OF _ 4x4 POST I ' [TABLE 8302.6] R403b MECHANICAL VENTILATION: ERV continuous O iv 4{{ 3 " RAILING 1z -� SEALANT ventilation system specified In the plans exceeds the cn N-> ' 1 F {-{ N minimum efficacy of 1.2 cfm/watt. U 10 R m 4x4 POST i 4-6 4 6 q'-2 K R403 1 HYAG EQUIPMENT: Sized in accordance with AGGA SELF-GLO51N6 20-min �i Manual J and Manual 5. -' - 20 cfm GOVT. To ERV 0 F.R. DOOR [8302.5.1] GYPSUM BOARD R403.8 MULTIPLE DWELLING SYSTEMS: Not applicable 1 36' GUARD [R312.1] 1 z 2a1 ( R403A SNOW MELT: Not In project. 6 1 7'-6" 3'-2" z cv G [M1505.41 _ __ __ -- _- -- C1 _ 1--1 I R403.10 POOLS AN SPAS: Not In project. in o cv Q -- -- -- CONTINUOUS BEAD OF p J : 1 2" m (3)-L-15 x 14 LVL DROP HDR N 1 f I R403.11 PORTABLE SPAS: Not In project. IY 6 la J ADHESIVE cv _ 2 O 2-6' (ENGINEERED DE516N) i 8404 LIGHTING: Builder to install high-efficiency lamps In at o least clo% of permanently Installed fixtures. Q 1 - m CONTINUOUS BEAD OF IU - GARAGE SEALANT R405 SIMULATED PERFORMANCE ALTERNATIVE: This method was 1 DOUBLE 1 � 5 P.G. SLAB used to show compliance with the Energy Code. REM/Rate u) (> lu. FL HDR u_ 00 Q � PITCHED TO DOOR 6 software was used to model the building performoce - see J J J SMOKE s G.O. O in (\ _ 2020 IECC Energy Cost Compliance report provided with ~ I DETECTOR (TYP) DINING ROOM - v C— �. 2 CLOSED-CELL 51PF Permit Application. RE5check was used to model the building O 1 x LIVING ROOM _ 1_ Q Q �-' performance based on national standards - see REGcheck Itt Id - I '-------- ------------, -------- p N o X - FOYER I I I ---------- I — . ' Compliance Gertlf[cote and Inspection Checklist provided with - >_ _, 1 x _ (� Permit Application. 4" I I 1 j Ir HAZARD G ZING [8308.4] 14'-0" I I I j I m 1W- V 4" I cw 1 N i I I i 4" CONTINUOUS BEAD OF � I I I I V Z 1 1 SEALANT 24 O' — '' 11'1 l Z -A BZW _ i i i i m — --1� O --►W I+ j GYPSUM BOARD 1 - I I I I d) �O Z X 1 0 (2)-02x12 HDR R.A.G. i O i i O i �-/ 0)- 50-10/(2)-10'70 (� CD - N 307 /(2) 107 SL - ''11 '' z �-1--1 Z CD `-_ (2)_2x12 HDR -----J L----- (2)_2x12 HDR _ I Q 1 I 1 p- O !j CONTINUOUS BEAD OF (2)-1.-75 x 14 LVL FL (2)-►.75 x 14 LVL FL J a <J ^O m a[ cl SEALANT (2)-3050 PORGH (2)_3050 Q > Q 5/4x6 DECKING 1.�-- •(� N O � 0 < i� CONTINUOUS MINIMAL Q u- V 1 a EXPANDING FOAM AT WINDOW i UNIT PERIMETER E E U 8-O O q 2' 2q' 2'-q cl-2 OE 2'-q" 6'-loll101-01, 7-6" 10t I WINDOW UNIT (OR TABLE R402.4.1.1 .2020 O 4x4 P.T. POST ITYP-6) - HEATHER-PROOFDOOR) AIR BARRIER AND INSULATION INSTALLATION 3 (ENGINERED E16N) (3)- HDR _2x12 - INSULATION INSTALLATION )'2x12 HDR ED5 -®- -_ -_ - __ -- _ -- _- --®- rl COMPONENT AIR BARRIER CRITERIA CRITERIA A continuous air barrier shall be installed in the +�«•e•... CONTINUOUS MINIMAL building envelope. EXPANDING FOAM AT WINDOW Air-permeable Insulation shall not be used as WOOD STEPS General requirements The exterlorthermal envelope corrtains a �'`r' �, �..•,.««••.• y f-"�; rp a a sealing material. .«a, �, p' ✓ UNIT PERIMETER continuous air barrier. .�«p+ . A�" O fj Breaks orjoints in the air barrier shall be sealed 15'-2" 7-O 15'-2" 24'-4 4,µ1f ;. The air barderin an dropped ceilin /soffit shall be �:' t '�" `'t , - aligned with the insulation and any gaps f n the air "�� barrier shall be sealed. The Insulation in any dropped ceiling/soffit (,,� Ceilinglattic shall be aligned with the air barrier. �' S:"� ef" CONTINUOUS BEAD OF Access openings,drop down stairs orknee wall �r, doors to unconditioned attics aces shall be sealed. SEALANT _� x.rcn ^a•.,,A �';�' , �! Cavities within corners and headers of frame walls shall be insulated b completely filling r`�,p t��.7 �il.4R�,✓' The Junction of the foundation and sill plate shall be y p y g the cavi with a material having a therm al i sealed. cavity g A ER FEB211 j GYPSUM BOARD resistance of R-3 per inch minimum. I I �� ���+��� ` �OL1 Walls The Junction of the top plate and the top of exterior A-6 FIRST FLOOR PLAN walls shall be sealed. Exterior thermal envelope insulation for - CONTINUOUS BEAD OF framed walls shall be installed in substantial �� ADHESIVE Knee walls shall be sealed. contact and continuous alignmentwith the air SCALE: 1/4 = 1 ft i barrier. 0 CONTINUOUS BEAD OF The space between window/doorjambs and i SEALANT Windows,skylights and doors framing,and skylights and framing shall be sealed. O O Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. O 1- ________._._-______-_.__. Floor framing cavity insulation shall be O O r - - - --- - - -_: . - installed to maintain permanent contact with T 2 CLOSED-CELL 5f'F the underside of subfloor decking. O IL Alternatively,floor framing cavity Insulation Floors including cantilevered floors The air barrier shall be installed at any exposed O - shall be in contact with the top side of m and floors above garages. edge of insulation. O Z sheathing or continuous Insulation installed O � on the underside of floor fram ing;and O �-1 extending from the bottom to the top of all erimeterfloorframin members. iExposed earth in unvented crawl spaces shall be Crawl space Insulation,where provided O V j 1Q- r_ CONTINUOUS SILL SEALER - Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be O - - FULL WIDTH OF SILL overla in oints taped. nermanentiv attached to the walls. �p Duct shafts,utility penetrations,and flue shafts y� — // Shafts,penetrations opening to exterior or unconditioned space shall be N FOUNDATION WALL sealed. Batts to be installed in narrow cavities shall Q 0 be cut to Pit or narrow cavities shall be filled O Y 11 6 Narrow cavities with insulation that on Installation readily v r (� CONCRETE SLAB conforms to the available cavi s ace. 1 j O y� z - _-- -.- Garage separation Air sealing shall be provided between the garage STRUCTURAL DESIGN NOTE w � Z rspaces. ix V --�--�-- � and conditioned IL V\/;�,,`�I Recessed light Installed in the building Recessed light fixtures installed in In accordance with the 2020 RGNYS; structural 1 _ — Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight 0- `�/�`' elements such as engineered wood steel and X _ surface. and IC rated. g ' �- X f- `� steel/wood composite columns, beams, In exterior walls, batt insulation shall be cut ms, headers and Q Q ,, ,,, ,���/,', ,-, , �,,\ •.� ,�- neatly to fit around wiring and plumbing br girders that: ~ Plumbing and wiring insulation that on installation,readily conforms to available space,shall emend V W (n behind pipincl and wiring 1) resist gravity loads, and _ The air barder installed at exteriorwails adjacentto Exteriorwalls adjacentto showers and tubs --1 LL Shower/tub on exteriorwali showers and tubs shall separate the wall from the 2) are not contained in the prescriptive design O O shower or tub. shall be insulated. 1L The air barrier shall be installed behind electrical provisions of the 2020 RCNY'S IL F- O NOTE: IT IS THE INTENT TO PROVIDE FOR A Electrical/phone box on exterior walls and communication boxes. Alternatively,air-sealed CONTINUOUS AIR BARRIER ALIGNED WITH THE boxes shall be installed. were designed In accordance with � 10 THERMAL ENVELOPE. TH15 DETAIL 5HOW5 HVAC supply and return register boots that ANSI/AWG ND5-2018 with 2018 supplement. 0 TYPICAL METHODS OF AIR-5EALING U51NG penetrate building thermal envelope shall be sealed J VARIOUS BUILDING ELEMENTS, APPROVED HVAC register boots to the subfloor,wall covering or ceiling penetrated J . ADHESIVES AND SEALANTS. FRAMING by the boot. Structural elements such as walls and fenestration GONFIGURATIONS NOT SHOWN, SUCH AS Where required to be sealed,concealed fire that: CANTILEVERS AND 5TAIRWELL5, SHALL BE sprinklers shall only be sealed in a manner that is SEALED IN A SIMILAR 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 I) resist wind loads, and DATE: FEBRUARY 2021 THERMAL ENVELOPE IN ALL LOCATIONS. voids between fire sprinkler cover plates and walls or ceilings. 2) are not contained in the prescriptive design FIRST FLOOR provisions of the 2020 RCNY'S PLAN 5C I LE 5EAL I NO 1� T I L.5 I 5L 11�C NOTES w 7 „ - I ft ere designed in accordance with ASCE -16 wind SCALE: 3/4 - provisions and acceptable engineering practice . DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A == 5 m Z O A vv A-6 ---------------------------------------- F- Q L--------------------j ` O 4'-4" z� 0 a �t p A A W3 W 30'0 3°5o 9-8 B 4_O0: Z 10'-8AH NC IG RE ` : EEE� 5_O: 81 4r M U1olbM BATH TRANSOM 8'-0" G Ht BEDROOM 3 BEDROOM 4 In 8'-0" G Ht 8'-0" G Ht 5020 _!-tNNV n1l- O 0 O OI W 0 \ / 0cfm ---- HVAG EQUIPMENT IN ATTIC /x\ q 20 TO ERVNT WHOLE-HOUSE MEGHANIGAL VENTILATION [R403.61 GA5 OR PROPANE FURNACE: LENNOX ELIg6UHOTOXE36B �— — —y F- 20 cfm CONJ�y LENNOX HEALTHY CLIMATE ERV5-1"15-TPD ENERGY RECOVERY VENTILATOR GLA55 IV DIRECT VENTED TO OUTSIDE;AHRI 20184950 -�I = Q [MI505.41 i Pro I TECHNOLOGIES - =V- , TO ERV y� --------- -------------------------------1N5TAL-L-E�/-UNIT-1N-GONP-[TION€D-ATTIG. HEATING GAP: 64p00 Btuh;AFUE = 96.1 i ' v BATH MODEL T705 in 7DUGT5 SHALL NOT BE CONNECTED TCD THE HVAC SYSTEM. INDOOR COIL: LENNOX GH35-30B+TDR ---- PROGRAMMABLE 0)THERM05TAT G xs OUTDOOR UNIT: LENNOX ML14XG1-036-230G;AHRI 203374690 � � � N1 . HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROLCOOLING GAP: 34,800 Btuh;SEER = 15.10 267° 2670 24-10 3'-O" INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY HALL. INSTALL IAH MANUFAGTURER'5 SPECIFICATIONS I J NERN 11 bowSTALE AIR TO OUT5IDE AND FRESH SIR FROM OUTSIDE: 6" dia. DUCTS ® ® SMOKE 4 G.O. 1 l-8 1' 8 CONNECTED TO HEALTHY CLIMATE HEATHERHOOD KIT MODEL 95PO-7 HALL C� S DETECTOR (TYP) Q IA.G RTURNJ 2°7° N 247° FRESH AIR TO INSIDE DIFFUSER IN H4LLHAY: 6" dia. DUCT 10'-0" HALF HALL m L m 24-70 STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. O (2)-2x10 HDR - — — LIN IN cc STALE AIR DUCT FROM KITCHEN HINdED EXHAUST GRILLE MODEL 18N4& O (2)-1.'15x9.25 LVL FLUSH ________________________ -- _ ALL DUCTS INSULATED TO R-4.2 -- -- - _ _-- -- -- -- m 3050 (ENGINEERED DESIGN) H ND I BI-FOLD BEARING HALL _ _ _ �' SYSTEM TO BE SET AND BALANCED 11"0 CONTINUOUSLY PROVIDE [MI505.4.4]: ® - 2670 \ / m MINIMUM 20 cfm EXHAUST FROM EAGH BATHROOM D -� RYER HASHER /X\ AND MINIMUM 25 cfm EXHAUST FROM (KITCHEN. m 5' 36 H NDI ZAII [F 31 . .81 I 3'-2" 4'-6" DRYER EXHAUST i [M15021 12" x 12" AIR TRANSFER GRILL IN CEILING ri I DOUBLE FRAME Q d 0 OPENING `9 I Q - v — I O o x 411 �J l ` 241° V N BEDROOM 2 GL 7W.I.G. MASTER BEDROOM 8'-O" G Ht 8'-0" G Ht 4' 14'-0" 2'-2" 5'-6" 4" 14'-O" j (n` m z I� V Wi (2)-1.'15x14 LVL_w/HT530_M_TL STRAP AT EACH END L (2)-I.-15x14 LVL_w/HT530 M_TL STRAP AT EACH EN hi Z i } Z J 0 (ENGINEERED DESIGN) (ENGINEERED DESIGN) hi LU - BZW 2x8 GJ AT 16" o.c. 2x8 GJ AT 16" o.c. I p ,- d 13 Z (2)-2x10 HDR E (2)-2x10 HDR jZ -'-----------------------------------_------------------ _ 3" CLOSED-CELL 5PF I 11.1 T13 Z - i BETWEEN RAFTERS I a -wl m 0 0 i (2)-3°5° (2)-3050 ' J ft O O > �Qd O OO O Nz Q 2'- 92Ll " 9'-2" 2'-9" 8'-O" '-9 Z- " 9'-2" 9" Q < I I � I I I I I I I f I I I gM P �� ` res•• •m. � "� .• 1. VwJ/j A • f d+�4y -5!d Q f "dtt,,xI r+rc"'dF I-LJIVERED FEB 1 1 2021 SE00ND FLOOR FLAN o SCALE: 1/4" = 1 ft 00 p 0 � � 0 O p- Ix m 00. X O o ° � m 1L SOLAR-READY O p O CERTIFICATEO Y 6 V � p This home has STRUCTURAL DESIGN NOTE w L incorporated features at U--� � X Z the time of Initial In accordance with the 2020 ROWS; structural4 (L �— < construction to enable the o o Is ch lements sur, as engineered : wood, steel and X < -j Installation of solar _ steel/wood composite columns, beams, headers and x Qj electric. —� girders that: < op � The solar-ready roof 1) resist gravity loads, and v w zone is shown on this COtN UITY LL construction plan excerpt 2) are not contained In the prescriptive design O W 0 CONDUIT and is free of GO UIT p p 9iL obstructions that would provisions of the 2020 RGNYS IL limit placement of solar were designed in accordance with O panels. ANSI/AWG ND5-2018 with 2018 supplement. 0 m Plastic conduit for future o Structural elements such as walls and fenestration electric wiring has been 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 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 7-16 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DE51SN." A - 4 CONTRACW TOR TO AFFIX ABOVE CERTIFICATE TO ALL NEXT TO ELECTRIC SERVICE PANEL [TI03.10] 2x4 COLLAR TIE AT 48" O.G. TYPICAL ROOF R-3q z (OPTIONAL) ASPHALT ROOFING SHINGLES OVER I5# FELT OVER _O 1.75 x I6 LVL STRUCTURAL RIDGE )2" STRUCTURAL PANEL SHEATHING OVER F- (SEE ROOF PLAN FOR P05T LOGATION5) 2x10 RAFTERS AT 16" O.G. R-3q 6" THICK GL05ED-GELL SPRAY POLYURETHANE FOAM (SPF) ROOF __________________________________________- WITH Y2" GYP5UM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] 2" 50LID OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.6] Z WOOD BLOCKING Q I 2x12 GRO55-RIDGE Q - - _• - - - - � __- - - - - - - � I GABLE WALL INSULATION: 2 12 - - - I CONTINUOUS R-5 I-INCH RIGID FOAM XP5; LL y — — I CAVITY R-13 2" SPF FALSE CABLE 5.25 r- ----- W —�5.25 Wu Q rn I I FULL-HEIGHT F- lu fn NO BEH ND 5HEATHILEDGER z V 1 -------------------- r--------------------------------------1---------------------L------------------------------------------------------- SEALED ATTIC, (INDIRECTLY CONDITIONED _ GEILIN(5 2x6 RAFTERS AT 16" O.G. 12 2x8 GJ AT 16" O.G. SMOKE I$ G.O. 2" SOLID Wu,� MASTER BATH -" "- - �- y y SOFFIT VENT < - - - - - - - I LAUNDRY y I I - - - - - - - - - - FAMILY BATH 1x8 TRIM BOARD 8� �� DETECTOR IN ATTIC WOOD BLOCKING I- cQy } } I } y� I I „ - - inI inI i SI I �nI I �I I I � I U) � I I cv IWC I I I WASHER I I I I WG ( TYPIGAL INTERIOR WALL 4" LAV. LAV. I I I I LAV. I 2x4 STUDS AT 16' O.G. (2)-1."75x14 LVL FL HDR I/2 GYPSUM # _ NOTCH TOP SIDE UNDER ROOF BOARD FINISH (2)-2x4 TOP PLATE;2x4 50LE PLATE MAX. NOTCH DEPTH = 542" I I I I X2° GYPSUM WALLBOARD ON BOTH SIDES NOTE: ALL DUCTS SHALL BE TUB TUB I (2)-2x10 HDR LOCATED IN THE ATTIC, INTERIOR I I I TYPICAL EXTERIOR WALL R-20 p SECOND STORY WALL CAVITIES -^ I SHOWER I I I 2x4 STUDS AT 16" O.G. �' z AND SECOND FLOOR PLATFORM. v J I (2)-2x4 TOP PLATE;2x4 SOLE PLATE (Y MIN. R-4.2 DUCT INSULATION. 2nd FLOOR I ____ _ �- w__________ ___ ______________ I (2)-2xB HEADERS UNLESS OTHERWISE NOTED ON PLAN Q ----------------------------------I"---- ---- ---------- -� -� R-15 UNPAGED FIBERGLASS BATT CAVITY INSULATION BEDROOM 2 m HALL BEDROOM 3 Q 1 2 W 3' W I-I/2 W I-I/2" W I-I/2" Yj 3" W 2' W 2 W I 2' W I VINYL 51DINO OVER HOU5EWRAP OVER R-5, I" XPS INSULATION WOOD FLOORING OVER N --_---- ------ -- -- ---------------) - ------------ ------------2-w OVER I/2 STRUCTURAL PANEL SHEATHING GS-WSP m C.O. �•---------------- -----------------____-` � i (2)-1.75 x 14 LVL FLUSH HDR 3/4" PLYWOOD SUBPLOOR 2" W 3" W 2' W I 2 W 3' W G.O. I I,I � i u CEILING _ _ - _ - - - - i ------- -- ' - -- - -- I R-13 2" CLOSED-GELL SPF " Lu POWDER I KITCHEN I AT RIM JOIST „ 14 TJI-560 FJ AT I6 O.G. I; 14" TJI-560 FJ AT 16" O.G. rn V1 }� }� I }I i oiai STAIRS I iQ (2)-1.-15 x 14 LVL FLUSH HDR z z (3)-I."75 x 14 LVL I I/2" GYPSUM BOARD FIN15H z WC I I KIT SINK LAV. I PH I I I I z LIViNC ROOM ' Z FAMILY ROOM � I I IIz I I -R' 11 II [Y QI I I IQ w l l lu lat FLOOR PLATFORM m 1st FLOOR I WOOD FLOORING OVER ----------------•----------- 3/4" PLYWOOD SUBFLOOR W 3" W I 2" W j 2x10 FLOOR J015T5 AT 16" O.G. G.O. 2" W 3:! H 3" W 2 W G.O. GRO55 BRIDGING AT MID5PAN I CEILING I R-13 2 CLOSED-CELL 5PF II I AT RIM JOIST - 4!! - — —I1 F.A.I. 5TA I RS '+ BASEMENT (3)-1.75 x Ilb-75 LVL GDR FINISHED GRADE I FINISH GRADE (INDIREGTLY CONDITIONED) (4)-3/8" LAG SCREWS SILL CONSTRUCTION: SLOPE 6" IN 10' MIN, AWAY FROM BUILDING -4 2x6 P.T. (UC35) SILL ON TERMITE SHIELD `� i I 1 I N N ON SILL SEAL WITH 1/2" ANCHOR BOLTS " G.O. ,, \\ / N (SEE TYPIGAL WALL DETAIL) V HOUSE TRAP j TO APPROVED (� SANITARY SYSTEM 1/2" GYPSUM : FULL HEIGHT R-II BLANKET WALL INSULATION m W O BASEMENT FLOOR W POURED CONCRETE FOUNDATION STEM WALL Ll-1 BOARD FINISH N AS MANUFACTURED BY GERTAINTEED CORP. _______________ _____________________J UPON 16" x 8" Ht CONTINUOUS P.G. FOOTING [R302.7] m ASTM E84 MAX. FLAME SPREAD INDEX < 25 Iv W m z Z ------------------------------------------------ MINIMUM 3-O BELOW GRADE i MAX. SMOKE DEVELOPED INDEX 5 50 z W ------------------------- - ------------------ i�LUM�31 NO RISER �I AOfi�AM _ _ W _ 4" P.G. FLOOR SLAB < d � Z TOP OF BASEMENT SLAB -1 W 5GALE: NT5 Q Q — Q z � zw z lu oz 4Lz 30"x 30"x12" DEEP P. GONG. SPREAD FOOTING OL LU } y ua d1 w/(3) #5 REBAR E.W. u <-1 Q Z Q D R I DO E TENSION STRAP: SECTION A < WRAP STRAP OVER RAFTER SCALE: 1/4" = 1 ft Q (5) 10-d COMMON NAILS AT EACH END OF STRAP Z 1-� ., fz RAFTER TO STUD : WRAP STRAP OVER RAFTER (4) 8-d COMMON NAILS AT EACH END OF STRAP r;,.tf, z #"•,_ ... ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED IAN MANUFACTURER'S SPECIFICATION vul"VERED FEB 1 1 2021 NHERE RAFTER ALIGNS WITH STUD O ` 2x ROOF RAFTERS AT 16" O.G.USE &ALV. O HURRICANE EVERY RAFTER ANDTHE ROOF BEAM 2x CEILING JOISTS AT 16" O.G. LL USE (3)-Ibd NAILS AT RAFTER Qj Q m HEEL JOINT CONNECTION ROOF BEAM (SEE PLAN FOR SIZE) NALL STUD TO NALL STUD : A55Ewk U05A A55EMBLE WITH 10-d NAILS PRESERVATIVE TREATED 2 x EXTERIOR WALL _ STRAP OVER OR UNDER 5HEATHING 12 O.G. STAGGERED ALONG LENGTH (4) 8-d COMMON NAILS AT EACH END OF STRAP MT530G STRAP-TIE EACH RAFTER0 0 V Z SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 7 VENTED VINYL SOFFIT 1x8 TRIM BOARD Q 1L. � � �- UPLIFT CONNECTIONS: G518 GALV. COIL STRAP I-I/4 WIDE 20-GUAGE -' Q Y Q �- 0 USE (2) AT EACH POST,TOP a# BOTTOM R-30 TT TION (4)-loci NAILS AT EACH END STUD TO FLOOR J015T 5/4'x6 DEGKING SIMPSON COIL STRAP GALVANIZED STEEL STRAP J vW Z PERPENDICULAR TO JOISTS (4)-8d NAILS AT EACH END EACH SIDE OF WINDOW AND W �_ Q_ (2)-Sd THREADED NAILS OR DOOR OPENINGS. INSTALL � k (2)-No. 8 WOOD 5GREW5 AT 4x4 WOOD COLUMN 2x 50LID BLOCK 8 AIR-SEAL BETWEEN FJ STRAP FROM TOP OF TOP -•�-•�-- Q O- V EACH SUPPORTING MEMBER PLATES TO JAGK STUD. -1- O- � -( UG3B PRESERVATIVE TREATED 2x RIM BOARD LR507.71 REST DIRECTLY ON FLOOR BEAM MINIMUM LENGTH BELOW �- X a OL FLOOR BEAM (SEE PLAN FOR SIZE) CANTILEVERED FLOOR J015T HEADER = LENOTH ABOVE Q FLOOR JOISTS U635 PRESERVATIVE TREATED BOTTOM OF HEADER V! N (SEE PLAN FOR SIZE) ASSEMBLE WITH TWO ROWS OF IOd NAILS TTJ STUD TO S I LL PLATUO3B PRESERVATIVE TREATED 16" O.G. ALONG EACH EDGE [R507.5] W V WRAP STRAP UNDER SILL PLATE PER CODE GRADE 6" OSB d VINYL SOFFIT 0 W O =O (6) 8-d COMMON NAILS AT EACH END OF STRAP a IL �• 4x4 WOOD P05T FLOOR J015T TO WALL: IL n ~ SEE HIND COMPLIANCE PATHNAY NOTES ON SHEET 7 UG3B PRESERVATIVE TREATED SIMPSON H2;(5)-8d NAILS TO PJ 8 (5)-8d NAILS TO STUD ° N T' O 2x EXTERIOR WALL , P1344 HOT-DIPPED GALV. 0 ALTERNATE WHERE FJ/STUD MI5ALIGN5: ~ m .a .a. �� e a a:• < Q :• POST BASE ANCHOR FLOOR J015T TO PLATES: J `d SIMPSON H2.5;(5)-Sd NAILS TO FJ, (5)-8d NAILS TO PLATES PLATES TO STUD: ° 12"cP x 6'-0" HIGH P.G. COLUMN WITH (2)-#4 SIMPSON H2.5;(5)-8d TO PLATES, (5)-Sd 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 DETAILS H I O H-lel I ND UPLIFT STS'APP I NO TYF I OAL FOROH DETAIL DETAIL AT FLOOR DANT I LEVER TENSION STRAP I NO AT NALL OP N I NOS DRAWING NUMBER 50ALE: NTS SCALE: NT5 SCALE: NT5 SCALE: NTS NOTE: ALL METAL STRAPPING SHALL BE 1 1/4" x 20 GAGE (SIMPSON C520 COILED STRAP). A - 6 `TRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RE51 DENTI AL CODE OF NEW YORK STATE m RIOI.I UNIFORM CODE= All work shall conform to the New York State Uniform Fire Prevention and Building Gode, - Iq NYC, TABLE R301.2(1) WIND COMPLIANCE PATHWAY NOTES and publications Incorporated by reference therein. 7- CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA R1O5.2 BUILDING PERMIT: A building permit shall be Issued by the 1= WIND DESIGN SUBJECT TO DAMAGE FROM WIND DE51ON STANDARD: 2020 RGNY5 Town prior to the start of work. A cop of the building permit v and roved construction documents shall be kept on-site FLOOD ULTIMATE DESIGN WIND SPEED: OBTAINED FROM until approved completion. copy p GROUND SEISMIC WINTER ICE BARRIER AIR MEAN h SNOW Seed Topographic Special wind Windborne DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL https://hozorcls.atr-ounall.org FOR THE PROJECT LOCATION: p p N SpeedWeathering Termite TEMP REQUIRED HAZARDS INDEX TEMP p 0 9 RIO6.3 DESIGN PROFESSIONAL: A Certificate of Authorization Is Z LOAD (mph) CATEGORY depth N 41.0031 N '12.56650 - TH15 NEW RESIDENTIAL STRUCTURE UTILIZES filed with The State Education Department entitling D'Amaro 0 ( p ) effects region debris zone p WIND DESIGN 15 NOT REQUIRED 1N ACCORDANCE WITH FIGURE PRE-ENGINEERED WOOD CONSTRUCTION Engineering and Surveying,P.G. ("Designer") to provide v 20 psf 1:27 None No No B Severe 36" M to H 15 OF Yes None 599°F-DAYS 51.0° F R301 2(5)B FOR FLOOR FRAMING AND ROOF FRAMING. professional engineering services. However,the Designer has 1Y MANUAL J DESIGN CRITERIA-Central Islip MEAN ROOF HEIGHT 15 NOT GREATER THAN 50 FEET [TABLE not been retained to provide construction engineering, 4 8301.2(3)] THE OWNER SHALL NOTIFY THE TOWN AND supervision nor Inspection,and therefore Is not responsible p Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXPOSURE CATEGORY: EXP05URE B „ :. AFFIX THE ABOVE 51ON IN AGGORDANGE for work performance of the builder. The builder shall D r_ ' Elevation Latitude heating cooling factor temperature cooling difference WITH TITLE 19 NYGRR PART 1265 Immediately notify Designer, In writing, If there is any W COMPONENT AND CLADDING LOADS [TABLE R3012(2)] DO NOT discrepancy found between field conditions and plan 60 ft 41° North 150 99% outdoor DB 850 1% outdoor DB 0.998 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE R301.2(3)1 dimensions,especially with regard to existing construction. Z N Cooling temperature Wind velocity Wind velocity Coincident Winter Summer - MAIN ROOF UPLIFT CONNECTION FORGE = 228 psf (30'-O" roof 8301 2.1 WIND DESIGN: In accordance with Figure R301.2(5)13,wind N Daily range humidity humidityspan, 140 mph, pltch less than 5:12) [TABLE R802.111 r.. A,' design Is not required. This building is designed In W 0 difference heating cooling wet bulb y WALL-TO-WALL UPLIFT CONNECTION FORGE = 168 psf accordance with the wind provisions of the 2020 RGNY5. I- N 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 83012.1.2 PROTECTION OF OPENINGS, This building Is not located D i UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP In a Windborne Debris Region. N AND BOTTOM OF ALL BRACED WALL PANELS [R602.3.5]. 83012.4 FLOODPLAIN: This building Is not located in a flood # hazard area. 8301.5 LIVE LOADS: Minimum uniformly distributed live loads: Attics without storage 10 psf,Attics with storage 20 psf, O Balconies d decks 40 psf, Rooms other than sleeping rooms 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) 8301.6 ROOF LOAD: Roof Design Load Is based on the greater of the Ground Snow Load (20 psf, applied per ASCE-1) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table R3O1b. Span table SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTST a b,e SPACING AND LOCATION NOMINAL MATERIAL design corresponds to the 30 psf round snow load column to ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER b, OF FASTENER ° DESCRIPTION a,h OF FASTENER AND LENGTH Edges Intermediate account for unbalanced food cnditions. THICKNESS (inches)Roof Floor (inches) (i ) (inches) support R3O1.b NOMINAL SIZES: Dressed lumber dimensions specified on " s „ (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 - common( /2 -8d common(2 ) or Wood structural panels,subfloor,roof g and wall sheathing to framing and particleboard wall sheathing to framing (LVL,PSL, I-oists,glu-lams, etc) are actual dimensions. 1 Blocking between ceiling joists or rafters to top plate 38d 2 1 „ x 0.131„) or 3 Toe nail 21 Joist to sill,top plate or girder s „x 0.131Toe nail 3-10d box(3"x 0.128");or 3-1Od box(3 x 0.128 ),or Staple 15 ga. 1 3/ 4 8 R3O2.1 FIRE-RESISTANT EXTERIOR WALLS= All exterior walls and 3-3"x 0.131" nails 3-3"x 0.131"nails to s s/ projections shall be located at least 5 feet from lot lines and Up 0.097-0.099 Nail 2 3 6 are not fire-resistance rated. 4-8d box(2%"x 0.113");or 8d box(2%"x 0.113 ) 4"o.c.toe nail Staple 16 ga. 1 %4 3 6 2 Ceiling joists to top plate 3-8d common(2 y" x 0.131");or Per�oist,toe nail 22 roof applications band also g p p 8d common(2/ x 0.131 ), or 19 s 0.113 Nail 2 3 6 O2WALLS AND CEEIA FLAME L NGSq:d6ypsv AD AND oDEVELOPED llbo OPE d Isa Class INDEX FOR 3-10d box (3 x 0.128 ),or Rim opspt band joist o)blocking to sill or to late l Od box(3 x 0.128 ), or „ 6 o.c.toe nail /32 and/ p g 4 8having a F51 = 15 Glass A finish " Staple 15 and 16 a 2 450);and complies with Code. = O (req'd max. 3-3"x 0.131"nails 3"x 0.131"nails 0.097-0.099 Nail 2 Y4 4 8 8302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter, laps over 4-1 Od box 3" x 0.128" • or 3-8d box 2%"x 0.113" • or Staple 14 ga.2 4 8 INSULATION: Exposed Insulation that Is not Installed in partitions see Sections R802.3.1 R802.3.2 and Table 3-16d common 3 %"x)0.162" • or Face nail 2-8d common(2Y2"x 0)131" or Staple 15 a 1 4 3 6 concealed spacer, having substantial contact with cavity 3 [ ( )' 23 1"x 6" subfloor or less to each joist ( )' 23 s p g FS 8802.5.1(9)] 4-3"x 0.131 ) � 3-lOd box(3"x 0.128"); or Face nail /2 and/ � surfaces shall have a ► s 25 and a SDI s 450. See plans 0.097-0.099 Nail 2/ 4 8 for exposed Insulation values. 2 staples, V crown, 16 ga., 13/4" long Staple 16 a 2 Ceiling joist attached to parallel rafter(heel joint) p g 4 8 8302.11 FIRE BLOCKING: Use approved material to fireblock 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail3-16d box(3%"x 0.135"); or Staple 14 ga.2X4 4 8 around all penetrations of the floor and telling planes, and R802.5.1(9)] 24 2 subfloor to joist or girder „ Blind ant face nail 2-16d Common 3/ x 0.162 1 where otherwise specified by the 2020 RGNY5. ( ) 0.113 Nail / 3 6 3-16d box 3 Y2" x 0.135" . or 1 Staple 15 a.2 4 4 8 8302.12 DRAFTSTOPPING: Not needed for this project. 4-1 Od box(3"x 0.128");or 25 2"planks(plank&beam-floor&roof) ( � )' At each bearing, face nail p g 5 Collar tie to rafter, face nail or 1 Y4"x 20 ga.ridge strap 3-IOd common(3"x 0.148"); or Face nail each rafter 2-16d common(3 / x 0.162 I 0.097-0.099 Nail/ 4 g 8302.13 FIRE PROTECTION OF FLOORS= Not needed for this to rafter 4-3"x 0.131") 3-16d common (3 Y2'x 0.162"); or SPACING`O FASTENERS project under Exception 4. 4-10d box 3"x 0.128" or NOMINAL MATERIAL a h 8302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed ( „ ")� 26 Band or rim joist to joist ( )' DESCRIPTION ° OF FASTENER AND LENGTH Endnail THICKNESS d luminaires shall be IG-rated I/A/W Ni1O2.4.5 with separation 3-16d box 3/ x 0.135 or v 3-1 Od common 3 x 0.148 or 2 toe nails on one side and 1 toe 1 4-3 x 0.131 nails; or Edges Body of panel P ( �� )' nail ono opposite side of each rafter =_ � � __ (inches) (inches) (inches) (, ) from insulation per listing. 6 Rafter or roof truss to plate 4-1 Od box (3"x 0.128");or PP 4-3 x 14 ga. staples, /6 crown ) orches orches or truss' 8308.4 HAZARDOUS 6LAZiN6 LOCATIONS Tempered glass or 4-3"x 0.131"nails Nail each layer as follows: 32" o.c. Floor underlayment; plywood-hardboard-particleboard f-fiber-cementh other approved safety glazing material shall be installed In 'I ' O 20d common(4"x 0.192")' or and adjacent to door panels;within 60 Inches of wet surfaces; to m W ' at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. W m Z 0 4-16d box(3 Y2"x 0.135"); or I Luz 3-IOd common (3"x 0.148");or 1 O box(3"x 0.128"); or 24"o.c. face nail at top and bottom 3d,corrosion-resistant,ring shank nails R3Oq.1 GARAGE FLOOR SURFACE. Dara a floor shall be 5-Inch <t d1 z (X Toe nail 3 6 g }- 4-1Od box(3"x 0.128");or 3"x 0.131"nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-inch per foot toward vehicle O to try doorway. d) Z: IIJI 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 7 ,: „ • 3 6 R31OenEMERGENGY ESCAPE AND RESCUE OPENINGS: It is the O Z dl L � And: Staple 18 ga., s long,%crown p to f O to minimum 2 ridge beam 2-20d common 4 x 0.192 or (finished flooring other than tile) U Z z g 3-16d box 3 Y2" x 0.135" ;or ( )� Face nail at ends and at each splice i builder's responsibility to verify that window units supplied by < 0- t- O JU 2-16d common(3 %" x 0.162");or 3-1 Od box(3"x 0.128"); or 1% long x ,121 shank x ,375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for p... � IK J o 0 0 End nail 3-3"x 0.13]"nails 8 8 emergency escape and rescue openings where required. <J m lY 3-1 Od box(3"x 0.128"); or (galvanized or stainless steel)roofing nails(for the finish) - < 3-3"x 0.131"nails 4-16d box 3 Y2"x 0.135" • or 1 long,No. 8 x .375 head diameter,ribbed wafer-head screws R3I1.'i STAIRWAYS: Interior stairways shall be pre-assembled Q O O v X < ( ): 8 8 wood units. The maximum riser height shall be 8-1/4 Inches and N 0 < d Wall for tile, finish 28 Ledger strip supporting joists or rafters 3-16d common(3�"x 0.162"); or At each joist or rafter,face nail the minimum tread depth shall be q Inches,plus nosing where z Q Ll 16d common(3 Y2"x 0.162") 24"o.c. face nail 4-1Od box(3"x 0.128"); or Plywood required. Provide handrails per Code. < 8 Stud to stud(not at braced wall panels) 10d box(3"x 0.128"); or 4-3"x 0.131"nails 1 Y4 ring or screw shank nail-minimum 8312.1 GUARDS: Walking surfaces more than 30 Inches above 7- 3 �^ 16"o.c. face nail „ • i 5 1 3 6 grade,and steps leading thereto, shall have guards that x .c._ 3"x 0.131"nails 2-10d box 3 x 0.128"); or 2-8d common 12/ga. (0.099 )shank diameter 'y\ conform to Code. 29 Bridging or blocking to joist 2%"x 0.131" • or 2-3"x fl.131"nails Each end,toe nail a and/6 � 3 - 16d box(3 Y2"x 0.135")• or „ ( )� Staple 18 ga., /, /6 crown width 2 5 Stud to stud and abutting studs at intersecting wall 12 o.c. face nail R3f22 WINDOW FALL PROTECTION: Windows with sills less than �] 9 corners(at braced wall panels) 3"x 0.131"nails SPACING OF FASTENERS II s Is s 14 ring or screw shank nail-minimum a 24" above finished floor and greater than '72"' above grade /2, /, /2 and/ 6 8 shall be protected per Code. 16d common(3 YZ" x 0.162") 16" o.c.face nail DESCRIPTION NUMBER AND Intermediate 12%ga. (0.099") shank diameter 16"o.c. each edge face nail TEM OF BUILDING ELEMENTS TYPE OF FASTENERa,b°` Edges h supports"Q 1 8314 SMOKE ALARMS AND HEAT DETECTION: Interconnected e49rr•rr, 16d common(3 YZ" x 0.162") g (inches) pp 1 2 ring or screw shank nail-minimum (� ) 3 6 smoke alarms,carbon monoxide alarms,and heat detection 10 Built-up header(2"to 2" header with%" spacer) inches s9 s 23 s 12%ga. 0.099" shank diameter alarms shall be Installed at all locations shown on the tans. 4�,r 16d box(3 Y2" x 0.135 ) 12"o.c. each edge face nail (inches) /2, /, /2 and/ ( ) p 5-8d box(2 Y2" 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 % 8315 CARBON MO 6 8 �''•'`'`"� p,�x`"i�GU'`� MONOXIDE ALARMS: Install at all locations �;a " ,i1 J I „ „ . see Table R602.3 3 for wood structural panel exterior wall sheathing to wall framing] e ~-nG "`"t 1 I Continuous header to stud 4-8d common(2/ x 0.131 ), or Toe nail [ O p g gl Hardboard specified on the plans. �a;'•F► -%'r x c `t' ; 4-1Od box(3"x 0.128") 6d common(2"x 0.113 )nail t 1 Y2 long ring-grooved underlayment nail 6 6 R31_1 WOOD DECAY PROTECTION: Lumber Specified In the plans Y2"=: „ _: 30 4„ -YZ„ subfloor,wall)' 6 12 as pressure preservative- treated (P.T) shall be In { , !"C „�1'•� 4'" . r 16d common(3 /2 x 0.162 ) 16 o.c. face nail ( ) 0.200 4d cement-coated sinker nail 6 6 accordance with AWPA UI for the Intended use and location. 31 1%2" - 1" 8d common nail 2 Y2"x 0.131" 6 12f Staple 18 a 4 lop (plastic coated 3 6 Fasteners shall be hot-dipped galvanized steel,stainless 12 Top plate to top plate l Od box(3"x 0.128"); or ( ) P g g(P ) Pp 9 12 o.c.face nailsteel32 1 1 Y4 10(common 3 ,)0.148 nail;or 6 12 Particleboard steel bolts.n bronze, copper or I/2" diameter or eater rfF ">t, ��a .•��" 3 x 0.131 nails „ „ ( ) : pp � 8d 2/ x 0.131 deformed nailI I4d ring-grooved underlayment nail 3 6 ��11lERED FEB 1 2��1 og 3 8401.4.1 6EOTEGHNIGAL, Footings and foundations shall rest on „ J Other wall sheathinb 7 „ Staple 18 ga., /long, /6 crown 3 6 undisturbed soil withd Soils minimum l have this i value on 2,000 8-16d common(3 YZ x 0.162 ); or Face nail on each side of end joint p y g g alue 12-16d box 3 V"x 0.135" • or _: 1 „ i/2 galvanized roofing nail, /6 head 3 6 38 6d ring-grooved underlayment nail 6 10 Include GW d GP-gravel and sandy gravel;GM 4 GG-sllty and 13 Double top plate splice ( „ „ )� (minimum 24 lap splice length 33 / structural cellulosic fiberboard sheathing diameter,or 1" crown staple 16 ga., 1 %" long Staple 16 ga., 1 4 long,Ys crown 3 6 cla ay gravel;5W 4 5P-sand and gravely sand;SM 4 SG-silty 12-lOd box(3 x 0.128 ),or an c oyey sand. Unsuitable subsoil material encountered each side of end joint) � l p 12-3"x 0.131"nails g 1 4"galvanized roofing nail, 46'head s Y8 6d ring-grooved underlayment nail 6 10 during excavation shall be excavated and replaced In-situ t- 34 2%2" structural cellulosic fiberboard sheathing diameter,or 1" crown staple 16 ga., 1 Y4"long 3 6 �' s Staple 16 ga., 1 Y8 long,Y8 crown 3 6 with 3/a" crushed stone to a minimum depth of 6 inches or AOBE. 0 �0 16d common(3 Y2" x 0.162") 16"o.c.face nails „ 1 V2"galvanized roofing nail; staple galvanized, R402.2 CONCRETE: Basement walls,foundation walls,exterior O ' 14 Bottom plate to joist,rim joist,band joist or 35 gypsum sheathing 1 V" long; 1 Y4" screws, Type W or S 7 7 For SI: 1 inch=25.4 min. walls and other vertical concrete work exposed to the O �j blocking(not at braced wall panels) 16d box(3%" x 0.135");or 12"o.c. face nail weather shall be air entrained stone concrete with a minimum - 3"x 0.131"nails 1 4"galvanized roofing nail; staple galvanized, compressive, strength of f'o=3,000 psi at 28 days. Porches, tt Q- i- 36 4" gypsum sheathings s „ s " g p g a. Nail is a general description and shall be permitted to be T-head modified round head or round head. carport g P P p y garage 1 z � m 7 7 ca ort slabs and steps exposed to the weather,and gra e ( ) 1 / long; 1 / screws,Type W or S g p p � floor slabs shall be air entrained stone concrete with a 0 Bottom plate to joist,rim joist,band joist or 3-16d box 3%"x 0.135" ;or 3 each 16 o.c. face nail Y g b. Staples shall have a minimum crown width of%6-inch on diameter except as noted. minimum compressive Strength of fston c psi t with days. 0 15 2-16d common(2%" x 0.162"); or 2 each 16"o.c. face nail Wood structural panels,combination subfloor underlayment to framing 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. O r- 0 m 4-3"x 0.131"nails 4 each 16 o.c. face nail 6d deformed(2 x 0.120 )nail; or R4O3.1.4.1 FROST PROTECTION= Exterior footings and foundations Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. g 37 %4" and less 6 12 p p pp systems shall extend below the frost line, i.e.,to a minimum Y � 8d common(2 4 x 0.131 )nail y O >- - d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 3'-0" below finished grade. 0 V - 4-8d6ox(2 YZ"x 0.113"); or - 3-16d box 3%"x 0.135" ; or „ - 8d common(2%"x 0.131")nail; or e. For 5-ply panels,intermediate nails shall be spaced not more than 12 inches on center each way. �- ( ) 38 /g 1 6 12 R4O4.1.'i BACKFILL: Backfill shall not be placed against 4-8d common(2%"x 0.131"); or 8d deformed 2 4"x 0.120" nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 days. p O 0 Toe nail ( ) � foundation walls until cured a minlmum of '7 da Brace to 4-IOd 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. < IL _ 39 1 4" - 1 Y4" 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using 0 Q �-- O 4-3"x 0.131"nails 8d deformed(2 x 0.120 )nail R5o2.1 WOOD FLOOR FRAMING: Load bearing dimension lumber O ww 16 Top or bottom plate to stud the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer - v < < 0 Z 3-16d box(3%"x 0.135") or h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336, Category C. lumber (LVL) shall have a minimum Fb=3,100 psi and modulus < W iu Z 2-16d common(3 Y2"x 0.162");or End nail For SI: 1 inch=25.4 nun, 1 foot=304.8 mm, 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. E=2.0 x 10^6. w Z k AC k 3-10d box(3"x 0.128");or 8602 WOOD WALL FRAMING: Load bearing dimension lumber shall � � d (L �, "� 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 7 �u ___l No. 3, standard or stud rade lumber. sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of �-- d Q � (� 3-1Od box(3"x 0.128"); or 0.192 inch 20d common nail), 90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch,and 100 a,b,c " ( ) g g WALL SHEATHING USED TO RESIST WIND PRESSURES R-�o2.3 GYPSUM BOARD: All Interior walls to be covered with Nz ►- 17 To plates,laps at corners and intersections gypsum board;taped,spockled and painted;unless otherwise . Q o N Top P � P 2-16d common(3 YZ"x 0.162"); or Face nail ksi for shank diameters of 0.142 inch or less. -_ 3-3"x 0.131"nails noted on plans. b. Staples are 16 gage wire and have a minimum /6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN v W 3-8d box(2% MINIMUM WOOD MAXIMUM PANEL NAIL"x 0.113"); or C. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or greater. MINIMUM NAIL NOMINAL WIND SPEED V„Ir R�o3.3 SIDING, Exterior wall covering shall be vinyl siding tested u� 0 � STRUCTURAL WALL STUD SPACING the manufacturer for use In high-wind re ions and Installed � 2-8d common 2 YZ"x 0.131" • or d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. PANEL (mph) � g O W ' Face nail PANELS SPACING with fasteners In strict accordance with the manufacturers IL 0 = 18 1"brace to each stud and plate 2-1 Od box 3"x 0.128" ; or e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). THICKNESS Instructions for high-wind regions. Use stainless steel nails for IL H 0 ( ) Penetration RATING (inches) Edges Field Wind exposure category o 9 f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 Size inches ) fastening vinyl siding on buildings located within 3,000 feet of N r 2 staples 13/4" (inches) (inches) (inches o.c.) (inches o.c.) B C D the ocean line. inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less O 3-8d box(2 Y2" 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 greaser but 6d Common 1.5 24/0 s 16 6 12 140 115 110 R8O2.1 WOOD ROOF FRAMING, Load bearing dimension lumber 0 2-8d common(2 Y2" x 0.131");or less than 140 mph. (2.0"x 0.113") for rafters,trusses, roof beams and telling joists shall be 3"x 0.128" or -I 19 1"x 6" sheathing to each bearing 2-1Od box ; Face nail ( ) g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Common 16 6 12 170 140 135 Douglas fir-larch No. 2 or better. 2 staples, V crown 16 a. 1 %4" lop sheathing shall conform to ASTM C 208. 2.5"x 0.131 1.75 24/16 %6 8806 ROOF VENTILATION: Soffit vents shall be provided with a p � g � g g ( ) 24 6 12 140 115 110 h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required minimum net free ventilating area of Xso of the area of the DATE: FEBRUARY 2021 3-8d box 2 4" x 0.113" or vented space within the soffit. Attic Is unvented. ( )� blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges 3-8d common(2 Y" 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. RgO52 ASPHALT SHINGLES: Asphalt strip shingle wrappers shall pP Y g q g g g p g P � p � g PP 3-IOd box(3"x 0.128"); or the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be be labeled to Indicate compliance with ASTM D=1I58 Glass G a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 or H,or ASTM D-3161 Glass F,and shall be fastened In NOTES 3 staples, V crown, 16 ga., 13/4" long supported b framing members or solid blocking. g p p pP p Y p Yv g p pP Y g g accordance with the manufacturers Instructions to achieve „ i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule provide two toe nails on inches on center shall be applied with panel strength axis perpendicular to supports. that rating. Use a minimum of six nails per strip shingle. Use • 20 1"x 8" and wider sheathing to each bearing Wider than 1 x 8 Face nail J p gJ �p g' p p g 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 R301.2, stainless steel nails when building within 3,000 feet of 4-8d box(2 Y__x 0.113");or the opposite side of the rafter shall not be required. Lateral bracing requirements shall be in accordance with Section R602.10. saltwater. DRAWING NUMBER 3-8d common(2%"x 0.131"); or j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. c. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 R1OO6.2 AIR SUPPLY: All combustion air for factory-bulit 3-1Od box(3"x 0.128");or span rating. Plywood siding rated 16 o.c. or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be provided from the exterior of the dwelling 4 staples, V crown, 16 ga., 13/4" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. in accordance with the UL listing. A ==7 THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING JOIST DETAILS Plate nail-16d(0.135"x 3%2")at Load bearing or braced/:hear wall above must stack over wall below - _ --- 12"on-center Load bearing or braced/shear wall above Plate nail, 16d 0.135"x 3 Y2") Plate nail,16d(0.135 x 3 Y") , Blocking panel: 1%"TJ®Rim Board, 1 (must stack over wall below when present) u ALLOWABLE HOLES - TJI® Joists ( When sheathing thickness exceeds/", 2x stud wall at Floor panel nail- g P at 16"on-center at 16"on-center trim sheathing tongue at rim board 1 /Ya"TimberStrand® LSL or TJI@ joist. No load bearing Z Blocking panel: Web stiffener g g 16"on-center 8d(0.131"x 2/2")at 6"on-center 1 wall above Min.distance from Table A Min.distance from Table B 1y"hole may be cut Q 1QV anywhere in web out- - 1Ye"TJ®Rim Board, 1/a" Plate Hall-16d(0.135' x z") Blocking panel: H required on both Web stiffeners required on 2x4 minimum Web stiffeners 1 DO NOT side of hatched zone TimberStrand® LSL or at 16"on-center* 1/8"TJ®Rim Board, cut or notch flange. sides at A2W ONLY Sheathing both sides at A3.4W ONLY squash blocks required each side 1 TJI@ joist Floor panel nail- g 1 „ boundary nails, at B3W ONLY 1 a"TimberStrand® LSL 8d(0.131"x2/2")at 6 on-center 1 1 1 8d(0.131"x 2/2")a 1/a"TimberStrand® or TJI® Dist Web Stiffeners required 4"on-center LSL rim board. %1611 Web stiffeners 6" O 6" O Rim-to-joist required on both nail each side at A3._W B1 tstiffeners ' Toe nail-10d(0.131" Sides Of both joist 6" L1 2xD, D1 Closely pd Lz 2 x Lz Dz 6" 6" Toe nail, Toe nail, 1Y"TJ®Rim Board(A3/A3W When sheathing x 3")at 6"on-center ends at B4W ONLY No field cut minimum holes are permitted if minimum No field cut Do not cut10d(0.131"x 3") 10d(0.131 x 3") TJI®rim joist thickness exceeds'/6", 12" re uired DO NOT holes In (applies to all holes the group perimeter holes In holes larger only)or min q End of joists at IL at 6"on center at 6"on-center 1Ya"TimberStrande LSL. trim sheathing tongue 3 „ on both sides at B1 W hatched ) meets requirements ehol for hatched + cut holes in cantilever except knockouts q than 1/z~In For rim board thicker than 1/a centeriine zonesround or ware holes. zones cantilever TJI®rim joist at rim board and B2W ONLY reinforcement. q �•„ W 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 F- required on both Must have 13/4"minimum at 6"on-center* Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels may be required pp * joist bearing at ends. Attach * support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe B2 B2W Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support O N sides at Al W ONLY 8(9(9(9 p g B464W nail from side of parallel closure into rim board, walls above or below-see detail B1 below-see detail B1 Jolsr ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE rim joist per A3 detail. A3.4 t * DEPTH TJI®For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 A3.3 For additional installation specifications see Rim Board 2" 3'• a" 5" s%" 7" s�/~ tt~ 13 2~ 3" a~ s" sY r s��~ 1r t3 . O Nail through 2x_cantilever,wood backer and Ito r-o^ r-s" r-o" 3'-0" 5'-0" r-o" r-s^ z'-e^ 3'-s" a'-s" V 1 Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. O(t O Details and Installation in Weyerhaeuser Installation Guide 1%"TJI Rim Board or 1'/a"TimberStrand® LSL. g TJI®joist web with 2 rows 10d 0.148"x 3" < ___l Blockin J ( ) g�„ 2co r-o~ r-s" r-s^ 3'-0" 5'-6" r-o" z'-o^ z'-s" a-o" 5'-0" Q r 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'-6• 2'-0" z'-6" T-s" 5'-6" 1'-0" 2'-0" T-0" 4'-6" F-0•' Q top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3%")nails with 3Y2'TJI® 360 r-6" 2'-0" T-0" 4'-0" F-O" r-s" 2'-s" T-s" s-o" 5'-6" tV with connections equivalent to floor panel joist flange widths. 5so 1'-e" z'-6" 3'-s" 5'-0" 7'-0" 2'-0" 3'-0" a'-o" 5'-6^ s'-o" 6'0"length of TJI®joist 8"diameter maximum hole for 11/"- 1 „ schedule. 110 V-o" r-o" r-6" 7-0" 2'-6" '-o" s-s" 1'- " r-6^ r-o" T-6^ 4'-6" 5'-0" s'-0" # 1Y"TJ®Rim Board 1/a TimberStrand® 210 r-0" r-s" r-o" 2'-0" T-0" T-6" s'-o° r-0" 1:: 2'-6" T-0" 5'-0" 5'-6" s'-6" _ reinforcement and filler 16"deep blocking panels;6"diameter t1'/• z3o r-o" r-s" z'-o" 2'-s^ 3'-0" 3•-s" 6'-s" r-o" 2'-0^ 2'-s° 3'-6^ 5'-s" 5'-s" r-o" 4'-0"length of 7 block.Use 4'-0"length maximum for blocking panels 9Y2"deep LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 9 8"diameter maximum hole for 11/"- g one each at top and bottom flange. with one 8d(0.131"x 2Y2") 360 1'-s" 2'.0" T-0" T-6" 4'-6" s-o" T-o" t'-s" z'-6" T-s" 4'-s^ 6'-6" F-6" T-8" (� ILI 3/"reinforcement on 16"dee blocking panels;6"diameter with 9Y2"and 117/ TJI® or shorter than 12' long. i-1 P g p Attach reinforcement to joist nail at each comer 560 t'-s" 2•-e" T-0" 4'-0" 5'-6" s•-o" 8'-0" 2'-6" T-6" 4'-6" 5'-6" T-o" T-s" 8'-0" 8"diameter maximum hole for 11 one side at E2,both 1 joists. Do not cut flanges. j F1 applies to � maximum for blocking panels 9/" j � 110 r-0" r-o'• r-o° r-o" r-s" 2'-0^ 3'-0" s'-s" r-o" r-o" 1'-s" r-o° 3'-s^ a'-o^ 6'-0" 8'-0- Web stiffeners /8"-16"deep blocking panels;6" sides at E3 with one 8d(0.131"x 2y") Horizontal blocking uniform) deep or shorter than 12"long. 9 Y eco r-o° r-o" r-o° r-s^ z'-o" z'-6" 3'-s" s'-o" r-o^ r-o" z'-o" 7-6^ a'-o" a•-s^ 6'-6" 8'.6- Load from above required on both diameter maximum for blocking Do not cut flanges. 1Y"TJ®Rim Board 1Ya" nail at each comer panels between each loaded joists 14 23o r-o" r-o^ r-o" r-s" r-s° 2'-6" 4'-0" T-0" 1'-0" 1'-0^ sides at E1 W ONLY panels 9/2'deep or shorter than TimberStrand®LSL.Nail with joist. Nail to top plate with r only. 360 1'-0" 1•-0" 1'-6" T-s" T-6" 4'-0" 5'-s" 8'-0" 1'-0" 1'-6" 2'-6" a'-o" s'-o" 6'-6" 12"long. 10d(0.131"x 3")nails,one 12"length of 3/4" connections equivalent to Wood h uct` sso r'-o" v-0" z'-o° 3'-0° a'-s" s-0° 6'-6" 9'-0" r-6" 3'-0" 4'-0" 5-0" T-0" T-6" 9'-0. 10'-0" %6" Do not cut flanges. 1Ya"TJID Rim Board or 1%" each at top and bottom flange. reinforcement on floor panel schedule. backer 6`a�\�Jai ot\� 2co r-o^ r-o° r-o" r-o" r-o" r-s" T-s" 6'-0" 1'-0" r-0" r-0" 2'.0" T.0" T-6" 6'-8" 8'-0" 1 r-o" O TimberStrand® LSL.Nail with one side at E5, 12"length of 3/" ti�tt`eJ t oa �oad5 16 iso 1=0"30 r-o° r-o" 1=0" z=6" z-s" a-6" s-s" 9'-0" t'-o° 1=0° 1=s" 3'-a' s'-o" 5'-e° s'-o" 10'-0" 11=8" 10d(0.131"x 3")nails,one Attach reinforcement to both sides at E6 reinforcement on one a fly e t each at top and bottom flange. i joist web with 3 rows Full depth vertical i id car��\ger lJ���o 560 r-o^ r-o" r-o° r-o^ z'-s° 3'-0" s-o° T-s° 10'-0" r-o° z'-o^ 3'-0" a'-s° s'-8° r-o° 10-0" 1r-o° 12'-0" 10d(0.148"x 3")nails at 6" 9 at E7,both sides at E8 F1 der _ • blocking between a•• 5" s~ T' s~ 10•• t2" 1s~ tT• a~ s~ s~ 7~ e~ co~ tz~ 1s" 17" Attach reinforcement on-center,clinched.Use 2 each joist 18„ 360 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" a'-0" 5'-6" 10'-0" 1'-0" 1'-s" 3'-0" 4'-6" 6'-0" 10'-0" 11'-0" 13'-6" to joist flange with 2'. tt` rows with 91/2"and 11 Less than 5" 2x4 minimum7 • E7 E8 560 1•-0" 1'-0" 1'-0" 1'-0" T-0" 4'-8" T-0" 11'-0" 2'-0" 3'-6" 5'-0" 6'-s" 8'-0" 11'-0"112--0"114'-6" /8 Less than 5" squash blocks 1 2 p 8d(0.131"x 2Y2")nails at 6" a�`tr TJI®joists. 20~ 360 r-0^ r-o° r-o" r-o" r-o" r-o^ a'-o" T-o° 1o'-s° r-o" r-o" r-s" 3'-0^ a'-s" e'-o^ 1r-s" 1a'-o" 15-s° t<` Ga *: WEB STIFFENER ATTACHMENT sso r-o° r-o° 1,_m r-o" r-0" r-o" a'-6" 9'-0° 11'-s" r-o° 1'-s" 3'-6° 5'-0" r-o" 1o'-s" 13'-0' ta'-s° 1s'-o" IV'TJ®Rim Board or � on-center.When reinforcing E5 E6 CS Use 2x4 minimum squash blocks to 1Ya"TimberStrand® LSL. Face grain �a� both sides,stagger nails. �"minimum transfer load around TJI®joist Nail with erS10d rands"x 3") horizontal E4 Not for use with 3Y2"TJI®joist flange widths 1" 23A"maximum Table B - Intermediate or Cantilever Support E1 E1W nails,one each at top and E2 E3 (1Yz"forTJl® Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever sup ort bottom flange. Option#1: 560,560D) See sizes below. JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subfloor TJI®joist blocking with end Web stiffener both sides. DEPT" 2" 3" 4•• 5" 6'/z" T' 8%~ 11~ 13" 2" 3•' 4•• s" 6Y" 7" e�/" It" t3'• adhesive to all blocks installed at Y3 joist-span 110 T-o" 2'-6" T-s" 4'-6" T-s" r-6" z'-s" T-s" s-6" 6'.6- Flush bearing plate required. Structural exterior sheathinglocations usingSee sizes below. *With point load from above,and no support contact surfaces below,install web stiffener tight to top flange g�., 210 2'-0^ 2'-6" 3'-6" 5'-0" 8'-0" z'-o" 3'-0^ 4'-0" s'-s" 7'-s" Hanger height must Double TJI®Joist Filler Block: Hanger Backer Block: Install tight Maximum Ya"overhang two 8d(0.113"x 2%") T_ Tight fit* 230 r-e" T-0" 4'-0" s-s" s•-6" 7-0" T-s^ 4'-6" V-6" T-6" be a minimum of 60% Flashing 9 (gap at bottom flange) 360 3'-0" 4'-0" s-6" 6'-6" 9'-0" T-0" 4'-6" 5'-6" 7'-6" 8'-0" Attach per the table.Clinch to top flange(tight to bottom permitted at beam. nails or ofjoistdepth nails when possible. flange with face mount hangers). spar 2%"screws, Depth Minimum Web Nailing Requirements 560 3'-6" 5'-0" 6'-0" T-6" 10'-0" 4'-0" 5'-6" 6'-6" 8'-0" 9'-0" Clinch nails when possible. Treated 2x_ o�s� TJI®Joist Series Number Nails 110 r-0" r-o" ,-s" 2'-s^ a-o" a'-s" 8'-s" r-o" 1'-s" r-s" 4'-0" T-o" T-0" 9'-6" p ' ledger yl atypical (in.) Stiffener Size Type 210 r-0" r-0" r-o" T-0" 4'-6" s-o" 9'-0" r-0" r-o" T-0" 4'-6" 8'-0" 8•-0" 10'-0" _ g � t<` End Intermediate ��• See fastener 5 5 117/8~ 230 1'-0" 2'-0" 2'-6" T-6" F-0" 5'-6" 10'-0" 1'-0" 2'-s" T-8" 5'-0" 8'-6" 9'-0" 10'-6" 1 1 110 All /9 x 216" 360 2'-0" T-0" 4'-0" 5'-6" 7'-0" 7'-6" 11_0„ 2'-0" 3'-s" 5'-0" 7'-0" 9'-6" 9'-6" 11_0" ^• 1/8"TJ®Rim Board or 1/a" 210 All /a x 2/6 table below.Maintain 3 „ s 8d Top mount 2"distance(minimum)from TimberStrand® LSL. 230&360 All 7/"x 2s/6"i" (0.113"x 212") 3 3 110 r-0"560 V6' r-0" 1=0" r-o" 2'-0" r-s" 1a=s" 8'-e" t=0" 1'-0" 6'.0" 2=s" 15'-0" 16=0" 1s=0n 12'-0" hanger Option#2: g edge of ledger to fastener. 2x_strapping installed at% 16d 210 r-0" r-0" r-0" r-0" r-s" T-0" s-6" 9'-e" r-0" r-o" T-o" T-s" s'-o" T-0" 10'-0. 13'-0" Backer block joist-span locations using two 2 560 All 2x4'2' 1 14~ 230 1'-0" r-0" r-o" 2'-0" T-6" 4'-0" 6'-0" 10' " 1•-0" 1'-0" 2'-8" 4'-0" 8'-6" T-6" 11'-0" 13'-6" Face mount Allowable Load Ibs) 1 (0.135"x 32") 360 1'-0" t'-o" 2'-0" T-6" F-8" 6'-0" 8'-6" 12'-6" 1'-0" T-0" 4'-0" F-6" 9'-0" 10'-0" 12•-0" 14'-0" hanger both sides of web / screws per joist,typical g ® Fastener 1Ya"TimberStrand® 1Y8"TJ®Rim Board 18" 4 4 560 1'-0" 1'-0" 1'-6" 3'-6" 5'-6" 6'-6" 9'-8" 13'-6" 1'-0" 3'-0" 5'-0" 7'-0" 10'-0" 11'-0" 13'-6" with single TJI joist LSL rim board 5600 20 2x4(z' 16d 5 5 2t0 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-6" 6'-0" 10'-0" 1'-0" 1'-0" 1'-0" 1'-6" 4'-6" 5'-6" 10'-0" 12'-6" 16'-0" Option#3: 1 „ "3 230 Web stiffeners required if sides of Yz"lag bolt 610 480 Direct) applied ceiling 22 (0.135"x 3/ ) 6 11 16" o o r-e" 2'-0" 4'-0" s'-6" 1r-0" r-0" r-o^ r-o° z'-s" 5'-0" s'-o' 1o'-s^ 13'-s" 1s'-6" With top mount hangers,backer block required only y PP g „ 3so r-o" r-o" r-o" r-o" 3'-0^ a'-o" s'-s^ 10-0" 13'-s" 'r r-o" 2'-0° a'-o" T-6" 8'-6" 13'-0" 1a'-s" 1T-o" H1 hanger do not laterally support at HZ H3 24" 6 13 ^ 3 ® for downward loads exceeding 250 lbs or for uplift • Corrosion-resistant fasteners required for wet-service applications. PB1 When specified on the layout, one of W 560 r-o° ,'-o" 1'-0" 1'.0" 2'-6" 3'-s" T-o" ,,-o" 15'-0" 1'-0" 1'-0" 3'-6" least/"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 v the bracing options above is required 2 Construction rade or better 4•• 5" s 7" 6" 10" 12" 1s'• 17" 4" 5" 6" T• 9" 10•• 12" 15" 17" 9001, Weyerhaeuser installation Guide for Floor and (3)Web stiffeners are always required for 22"and 24"TJI®5600 Joists 3so r-o" r-o" r-o' r-8" 3'-0' s'-o^ s'-o" 15'-0" r-0" r-s" a'-o" s'-s" 9'-0" 14'-6" 16'-6° ts'-s" Roof Framing,TJ-9001. ca^ 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" s'-o" 10'-0" 16'-6" 1'-0" 3'-6" 6'-0" 8'-6" 11'-6" 16'-6" 18'-0" zo'-o" n BEAM DETAILS FASTENING of FLOOR PANELS 360 r-0" r-0" r-a' r-o" 1'-0" T s'-o" 1r-0" 15'-6" 1' 1'-0" r-s" a T-0" 12'-6" 16'-6" 19'-0" IG!- tiuidetineSforClosestOn-CenterSpacing per Row FILLER and BACKER BLOCK SIZES 2U" 560 1'-0" 1'-0" 1'-o" 1'-0" 1'-0" 1'-6" 5'-s•' 12'-0" 16'-0" 1'-0" 1'-0" T-0" 6'-0" 8'-6" 11'-0" 1T-s' 19' m F O TJI0(1)(2) Rim Board 1y•• TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement oflongest side. Nail Size 110,210, 360 and ® TimberStrand®LSL Microllam® Parallam® + + + . to BEARING FOR DOOR BEAM TO BEAM BEARING AT Y8"TJ Ri 1Ya" Depth 92"or 92"or 14"or 9/z"or 14"or 18"or , 14"or 18"or Leave)e"of web(minimum)at top and bottom of hole. DO NOT cut joist flanges. � V W m •z BEARING AT WALL and 230 560 Board TimberStrand®LSL or wider LVL PSL p 14 'r 16" 16" 20" 11/a" 16'. 20' Z 1S W _ OR WINDOW HEADER 11/s" 11/e" 11/a" Tables are based on uniform load tables in current design literature. d� CONNECTION CONCRETE WALL g � Z Z �� O �w 8d(0.113"x 2%"),8d(0.131"x 2Yz") 4" Y 6" 4" 3" 3" 3" Filler Block(1) 2x6+a/" 2x8+3/" 2x6+jz" 2x8+2" 2x12+y" Two Two Two • For simple an 5 minimum uniform) loaded joists used in residential applications,one maximum size round hole may be located m _ 1'/s"TJ®Rim Board Or Strapper code if to late 2x6 2x8 P P ( ' ), Y j Po Y I(� - Z W p p P � (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 v � 1 10d(0.148"x 3"),12d(0.148"x 34") 3 6" 4' 4" 4" 4" at the center of the joist span provided that no other holes occur in the joist. r- Q Z 1/a"TimberStrand® LSL or Is not continuous over Cantilever 2x6 2x10 2x6+3/" 2x10+3/" 2x6+y" 2x10+%" N 16d 0.162"x 3Yz" 6" 6" 8" 6" Not Q� }- blockingforlateralSupport header ( ) 3 < a Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing applicable Not applicable ALLOWABLE HOLES - Headers and Beams Z a z t- W (1)Stagger nails when using 4"on-center spacing and maintain 1 /e'joist and panel edge distance.One row of fasteners Is permitted(two at abutting (Detail E4) tong long 4'-0"long 6'-0"long 4'-0"long U-0"long III _ O panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block(1) ® 0_ HA � I� w � ® O Strap per code if to g spacing s g j 5 „ , „ , „ , „ , „ 1.55E TimberStrand LSL Headers and Beams blocking is less than s acro shown above,rectangular blocking must be used in lieu of TJI ® oists. •--I '�Q p p p (Detail F1 / or/ / or/ / or 1"Net 2x6 2x8 2x12 N 1_� < (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least 1/2"and staggered. iF- m (� plate is not continuous or H2) 2 x diameter of the O Q y over column (3)With 10d(0.148"x 11/2")nails,spacing can be reduced to 3"on-center for light gauge steel straps. (L P 4 Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1 3/" to avoids splitting). (1 If necessary,increase fillerand backer block height for face mount han ars and maintain e gblo at top of4"mi see detail le Filler and backer largest hole(minimum) O TO mount '••� ( ) p g 3e ( P 9)• block dimensions should accomodate required nailing without splitting(12�minimum for backerblocks and 24"minimum for filter blocks). 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 LL-- v , < Q Face mount Protect untreated ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Allowed hole zone < Z Q Column wood from direct recommendations listed above. hanger contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor Q L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing,TJ-9001. O O L1 O O ■Nailing rows must be offset at least Y"and staggered. literature for framing connectors ■14 ga.staples may be substituted for 8d(0.113"x 2Y")nails If minimum penetration of 1"into the TJI®joist or rim board Is achieved. 0 0 0 0 0 1.55E TimberStrand®LSL ■Maximum nail spacing for TJI®joists is 18"on-center. Joists must be laterally supported at Header or Beam Maximum Round g I cantilever and end bearings by blocking 9 Dash Hole Size Multiple-Member Connections for Top-Loaded Beams panels,hangers,or direct tattachmentto 8„ TJ/®joist framing does not a rim board or rim joist. 8" 11Ya"-11%8' 35/" Fastener Installation Requirements 14"-16" 4%" Piece #of Fastener require bridging or mid-span E1 General Notes See illustration for allowed hole zone s••&* 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 r�„ ;,, •1r•r uniform and/or concentrated loads anywhere alongthe member. + ,•- zi sides,stagger fasteners on the second • Round holes only = �" i9 t • No holes in headers or beams in lank orientation. 10d nails 3" 3 Y1' Ir BEARING AT 12" side so they fall halfway between / c. .• 'K^i COLUMN 2 12d-16d nails 3 Y4' 2'2' One side fasteners on the first side. p � Screws 3/8"or 3/2 2 24" 10d nails 3 3" 1 32 DO NOT bevel cut joist HZ Other Trus Joist® He , aders and Beams { y.. 12" Both sides AlO J •;Y S. e *k, " Rim board joint ' beyond inside face of wall. Microllam® LVL B 12d-16d nails 3 Y4" 2'z' E2 between joists DO NOToverhan seat cuts' 3 1.3E TimberStrand® and Parallam®PSL Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the / t'"` ' ""a`"•.a '`' 13/a" 3%"or 3Yz° Y Ya depth '�'•°�"'� �� Screws 2 24" Load must be applied evenly across largest hole minimum 5~ One side entire beam width.Otherwise,use face ofsupport member, 9 ( ) . Verifycolumn capacity ii z+ connections for side loaded beams. DO NOT cut,notch or drill +`" P Y 10dnails 3" 3 One side holes in headers or beams DE IVERED FEB 1 1 2021 and beam bearing 12d-16d nails'" 3 Y4" 2(2' 121 (per ply) d except as indicated In L5 length.See current 4 0 0 o illustrations and tables. Weyerhaeuser literature. Screws 5"or 611 2 24" Both sides Multiple pieces can be nailed or bolted together to CS ° 0 0 6 3/4~ One side L6 form a header or beam of the required size,up to a TJI®rim joist Microllam® LVL and Other Trus Joists Beams (� 5"or 6" Both sides maximum width of 7" L3 1%"TJ®Rim Board or 1'/a" Parallam®PSL Header or Beam Maximum Round -I )- Screws 2 24" LY2 2 6/ � TimberStrand® LSL. allowed hole zone Depth Hole size 3 ' One side middle Ya span 4Y" V O d� Y2"bolts 8" 2 24" 512" 1Y4'. O Z3 (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPI. B1 L1 d 1.3E TimberStrand® LSL allowed hole zone d 7Ya'" 20" 2"COLUMN DETAILS (2)An additional row of nails is required with depths of 14"or greater. H1ArLJ.NL See illustration for Allowed Hole Zone tL (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes O B2 • Allowed hole zone suitable for headers and beams with uniform loads only. O Z O BEAM ON • Round holes only COLUMN CAP NAILING AT BEARING (FLOOR) L5 B3 No holes in cantilevers. lf) TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist • No holes in headers or beams in plank orientation. t•-- 1Ya"TJI Rim Board or (Load bearing wall above) �I� V - Joist may be shifted u to 3"if Use 61 of B2 at Q l> 1Ya"TimberStrantl� LSL. One 10d(0.128"x 3") y P O B4 g WA R N I �G � Ix � floor panel edge is supported intermediate bearings One 8d(0.113"x 2 2") nail into each flange and span rating is not exceeded. 6 - nail -nail each side.Drive with load bearing or Joists are unstable until braced laterally O i IL "�- nails at an angle at Do not cut joist flanges. Bracing Includes: f� braced/shear wall Plumbing Drop • Blocking g least iY"from end. from above O P1 g Sheathing Strut Lines :�� End of joists Y - tL 3Y2"minimum oat f support a LZ • Hangers Rim Board • Rim Joist x w < < Ll Z COLUMN BASE intermediate bearing Also see detail 62 l •� W 13/4"minimum end bearing 9 single-family applications 5%"may be required 0- for maximum �Q O Shear transfer:Connections equivalent capacity O o O r -�- DL to floor panel nailing schedule • r1 X Rim to TJI Joist O ° DO NOT walk on joists DO NOT walk on joists DO NOT stack building H +•� : , ® ® O until braced. that are lying flat. materials on unsheathed - N 1/8"TJ Rim Board, TJI 560 rim joist:Toe Additional joist is required if 4 , j q INJURY MAY RESULT. joists. Stack oni over0 -1 1/4"TimberStrand® LSL or nail with 10d(0.128"x 3") floor panel edge is unsupported L4 O j y V 1 TJI®110 rim joist: nails,one each side of WARNING NOTES: beams or walls. W 1 or if span rating is exceeded. Exterior Deck PZ One 10d(0.131"x 3")nail TJI®joist flange TJ10560 O O LA Attachment DONOTusesawn Lack of proper bracing during construction can result in serious J O O into each flange floorjoist a O 0 /umber for rim g Structural accidents.Observe the following guidelines: jj_ OC TJI 210,230,and 360 rimF °' . O board or blocking, 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI® oists must be completely installed and properly nailed, u- ~ INSTALLATION TIPS sheathing 9. 9 1 PP ) p Y P p Y O as it may shrink ELEVATED ' I joist: O O Y 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be COLUMN BASE +-t One 16d(0.135"x 3%")nail •Subfloor adhesive will improve floor performance,but after installation, accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. Q 134"minimum bearing into each flange To View may not be required. O Use Only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each Lh Locate rim board joint between joists, p O Safety bracing(1x4 engineered/umber. joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at 8'on-center(6' worker or one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2). Packing out the web from direct contact with See ALLOWABLE on-center for TJI®110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. of a TJI®joist(with web stiffeners)is not a substitute concrete 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. ® for squash blocks or blocking panels. approximately 6.The flanges must remain straight within 1l2"from true alignment. 1Y"TJ Rim Board or 1Y4" q g P PP Y Fasten at each joist with Warning: Drilling, DATE: FEBRUARY 2021 ":i>4:,;;'•. ':"" TimberStrand® LSL. 12"on-center two 8d(0.113"x 2/")nails minimum g: g,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this V,:•. ` •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit w .com/inform. Optional plumbing or HVAC. flush with inside face P3 non-shrink See framing plan(if applicable)or of wall or beam 1-JOIST DETAILS rout Drive nails at an 9 One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. 1Yz"minimum from end end and intermediate bearing lengths. February 2,014 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 TJIJoist Installation Guide, TJ-9006, which should be referenced for additional information. _ -76 m F TONN COMMENTS ' ' THE AURORA ' ' z z • O � 0 w A GUAL.I TY NEVI HOME MODEL. BY Q � OAS 1 S AT MATT I TUC<, CORP. z Z � o O 4 N (vo ' lam. - - - - - - - - - - - - O - - - - - - - - - - - - w O — N _ dJ i INISHED SECOND FLOOR 71 V LuED El El El El 0 El El LU m � ° ZZ d� - - - - - - Q SECOND FLOOR- - - - FLOOROR AREA TABLE �� � ° � FINI5HED FIR5T FLOOREL izu El ® ® E41 ® ® r FIRST FLOOR 1,215 sf p <w ® O 1,202 sf / _J ` I 0 FINISHED GRADE GARAGE 552 sf DL O } �0 BASEMENT 1,226 sf I I i I I I i I I I I I PORCH 241 sf v 0) z 0 p I I I I I I I I I I I I I I I I I I I TOTAL LIVING SPACE 2,41'1 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 CONDITIONED FLOOR AREA 3,643 sf < X Z I I I I I I I I I I I i I I (INCLUDES BASEMENT) I I I i I I I I I I I II I I INFILTRATION VOLUME 31,200 cf (INCLUDES ATTIC 4 BASEMENT) F- I—I - - � - - - - - - - - - - - -� -r - - � 7 - - - - - - - - r-I- - - -L - - - - - - - - - - - - � - - — — — — — — — -1 INDEX TO DNO L - - - - - - - - - - - - - - - - - - - -L - - - L- - - - - - - - - I - - -I- - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I RAM S COVER ELEVATIONS DRAWING No. :. _�� t I a; ��,�Ffi•.,f i 4�: FOUNDATION PLAN A-2 FRONT ELEVATION FIRST FLOOR PLAN A-3 : •_�. .,� E-=. E� ��"`T' 2nd FLOOR PLAN A-4 5GALE: 1/4" = 1 ft SEG IONHALL SANO 4I ETAIL5 PLAN A-6 QE1.IVERE0 OCT 2 6 2021 NOTES A-7 TJI-DETAIL5 A-5 O � r O O� d) Q � r 0 IL �- (� m 12 1 5.25 W� < ° z D Lu z I2 1 5.25 CIL --� - - ------------------- --------- - ------------ ------- ---------------------------- --------------- --------------------------- ------ --------- -- ------ - -- - ----------------------- -------------- tV J Lu IIL < 1- oIL O Q ------------ ------ ------------ ------ ----- ------------------------ — 171 O DATE: FEBRUARY 2021 I� COVER 4 S I DE ELEVATION REAR ELEVATION SIDE ELEVATION ELEVATIONS SCALE: I/5" = I ft 50ALE: 1/5" = I ft 5GALE: 1/5" = I ft DRAWING NUMBER A === I A A-6 235# ASPHALT SHINGLES;MIN. (4)-FA5TENER5 PER z Z STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE 3 [RG05.2.6] 7'-4" 24'-4° No. 15 ASPHALT FELT UNDERLAYMENT [R905.I.1] V TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 j 14'-8 I/4" 7'-5 I/2" EGRESS WINDOW WELL SELF-ADHERING POLYMER-MODIFIED Z O (- 8" CONCRETE STEM WALL ON 2x8 [UG3B] P.T. LEDGER 16" x 5" P.G. FOOTING BITUMEN IGE SHIELD BARRIER [Rg05.1.2] - - - - - - - - - PROVIDE FALL PRO z I/2"N " GALV. LAG SCREWS AT I6" O.G. r 24 INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES STAGGERED [R5O'7.9] I P.G. FTG CNP-3) v w � 36" INSIDE EXTERIOR WALL LINE FOR > 8:12 SLOPES � � -6" - - - - - - - - - - '-6" 7 1/2" STRUCTURAL PANEL SHEATHING [Rb03.2] - - - - - BASEMENT ENTRANCE STAIRS IL (2)-2x10 P.T. GDR I 8" REINFORCED CONCRETE RETAINING WALL R-39 GI -CELL SPRAY FOAM (SPF) INSULATION (� #4 REBAR AT 12" ON-CENTER EACH WAY lu --t �t L- J oL- J I I STANDARD HOOK AND LAP INTO 16" x 8" P.C. � w (- I m DEGK I I FOOTING. 2" MIN REBAR COVER O z m I I G I I m ABOVE N Q m I I G I I 50LID WOOD BLOCKING Z U1 F- - - - - - - - - - - - - - - oo A CEILING JOIST d %0 GA NT ti; ENT 17'-10" DRIP EDGE [RC105.2.5.51EGRESS WINDOW 10 POURED CONCRETE FOUNDATION STEM WALL NDOH I 1x8 WOOD FASCIA # _ r I I VERTICAL REINFORCEMENT: 04 REBAR AT 12" O.G. ( II" T `t 1/2" GYPSUM WALLBOARD I I - SOFFIT VENT1,1/4" TO 43/4" CONCRETE COVER FROM IN51PE FACE 1,1/4" M HORIZONTAL REINFORCEMENT: #4 REBAR AT I8" O.G. I 6�/e"R F DOUBLE 2x TOP PLATE I VINYL SIDING. ATTACH THROUGH RIGID TOP BAR WITHIN 12" OF TOP OF WALL L - - - - - - - - - - - - - - - - - - --' -- - � aJ MINIMUM 24 LAP SPLICE LENGTH [R602.3.2] INSULATION TO WOOD FRAMING PER _ J i UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING I I MANUFACTURER'S INSTRUCTIONS FOR HIGH-WIND F- MINIMUM 3'-0" BELOW GRADE AREAS AND TO RESIST A MINIMUM 28 psf EMERGENCY ESCAPE 4 RESCUE OPENING I r- - - - - i- I GA5 WATER HEATER [R310] GONG PLAT 6" A D IL 1 .7.8 I SUCTION LOAD (EXPOSURE B) OR 40 psf A. 0. SMITH I AND STEPS (EXPOSURE G). GPVT 50 200 � _ I CAPACITY = 50 gal BASEMENT 3068 I 0 <- ON 15 RISERS I Z 4" P.G. SLAB I I DRYHELL `r < - - - - - - - - TT I L_ 4=4�� - - L- I I PLASTIC HOU5EWRAP INSTALLED OVER FOAM � o 1 INSULATION. INSTALL AND TAPE ALL SEAMS PER NOTE' N I I 2x4 WALL STUDS AT 16 O.G. MANUFACTURERS INSTRUCTIONS [R703.2] L _ I HOLDDONNS ARE AFGO ZIP MODEL 4X I- - -I R-I5 UNFAGED FIBERGLASS BATT INSULATION O NOT REQUIRED FOR 4"4) STEEL COLUMN I 23-6 ( R-5 I-INGH THICK EXTRUDED POLYSTYRENE (XPS) 2- ON 2'-6"x2'-6"x12" DEEP P.G. FTG. I i/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL USING _ THIS PROJECT. w/(3)-#5 REBAR EACH WAY I I I GAP-HEAD NAILS WITH A MINIMUM 3/4" x 11.875 LVL GDR (TYPICAL-4) I I I I R-13 2" CLOSED-CELL 5PF INSULATION PENETRATION;SPAGED 12" O.G. PERIMETER AND (ENGINEERED DESIGN) I I 16 O.G. FIELD. I I I I (ALSO AT RIM J015T IN SECOND FLOOR PLATFORM - NOT SHOWN) 1/2" STRUCTURAL PANEL 5HEATHING (- 7'-2" r 7'-2" 7'-O" It z _ 3/4" STRUCTURAL PANEL SUBFLOOR _- -' I 1 I m 2x SOLE PLATE O 0' I _ J L _ _ J BEAM POCKET I I I 2x BAND JOIST < 11- (TYP-2) 2x6 PRESERVATIVE TREATED SILL [UG2] LL I5 I I I I I FLOOR JOISTS COPPER TERMITE SHIELD 1(3)-2x10 FL HDR (3)-2x10 FL HDR ® I I I I OVER 51 LL SEAL - „ ml I -I L i co 1N I - „ I _� EXCAVATED I 1 N EXTEND SIDING TO WITHIN 12" OF FINAL v 4m OSTZIP EEL GODLUMN X 1 I I q I N \ I N WOOD SILL PLATE TO FOUNDATION AN 403.1.6] GRADE FOR HISTORIC DISTRICTS 10" I ON 2'-O"x2'-O"x10" I 1 N I 10" I I 10" I MINIMUM Ys" dia. ANCHOR BOLTS SPAGED NOT DEEP P.G. FTG. GREATER THAN 6 FEET ON-CENTER EMBEDDED -- m_ �- (TYPIGAL-2) � I I FL HDR(2)-2x10 1 i ti Q I I I 7 Q ll < I NOT LE55 THAN " INTO CONCRETE OR GROUTED FINISH GRADE �J GELLS OF CONCRETE MASONRY UNITS. THE Z �XIL x O I I tp O I I I BOLTS SHALL BE OF THE HID H OF THE PLATEIDAAUT N THIRD - i Z g O cv l 1 I Q cv I i I I AND WA5HER SHALL BE TIGHTENED ON EACH ANCHOR G I I I w z x I a 1 1 I I I i BOLT. THERE SHALL BE NOT FEWER THAN TWO zO M I- B �to 2�6 OLTS PER PLATE SECTION WITH ONE BOLT m Q vl I I I I LOCATED NOT MORE THAN 12 INCHES OR LE55 z H N lu O THAN SEVEN BOLT DIAMETERS (3.5 ) FROM EACH li 3 z z z DECK LATERAL CONNECTION [R501A.2] ( I 13'-O" I I END OF THE PLATE SECTION. WALLS 24 INCHES 0= U)0 )- Z Z <'t - (� p� w •• tL - - -A W O J W N 51MP50N DTT2 I 1 - -I- I I TOTAL LENGTH OR SHORTER SHALL HAVE NOT = r U, z �1 _ Z �wI INSTALL IAW MANUFACTURER'S r -1- _ - - - - - '� I I I 1 FEWER THAN ONE ANCHOR BOLT LOCATED iN THE -� c� (� Iv �-- < f O Z SPEGIFIGATIONS _ I CENTER THIRD OF THE PLATE SECTION AND Y (TYPICAL-6) I O I I '`I 0.� O z z DROP FOUNDATION BELOW SLAB DROP FOUNDATION BELCH SLAB I SHALL BE ATTACHED TO ADJACENT WALL Q� V m � c�.� O W AT DOOR OPENING5 - - AT DOOR OPENINGS- - _ - J I PANELS AT CORNERS AS SHOWN IN ITEM G OF Q Q ry U U Q Q 1LI �- - - - - - - = I- - - -� L - - - - - - - - - - - - - - - I -1 �- - - r - ` -� - - I TABLE R602.3(l). as « a Q 0 4� 11 IL _� -- -- -- -- -- -- R-11 BASEMENT WALL BLANKET INSULATION I DECK N I IX Lu a m [� L _ L _ (2)-2xIOFLUSH _ J _ Jo ABOVE L - - L - --2x1oFLu- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w Qz (3NB � �p n, � � d 0 r P.G. FOUNDATION WALL Q m _j O 0O dJ a0} N,zz� Q La CONTINUOUS HORIZONTAL REINFORCEMENT: ONE No. 4 z 1- (Y < - _ - _ - - - - _ - - _ BAR WITHIN 12 INCHES OF THE TOP OF WALL STORY x~ - - - - - - - - - - dJ AND ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL _ 2'-G" � 8'-O" 2'-q" cl'-2" 2'-4" 2'-8' 8'-4' I'-8" S'-4" 3'-4" 0 O N STORY [TABLE R404.1.2(I)] O cv 2x8 [UG3B] P.T. LEDGER EXPANSION JOINT r c0 w 0 1/2"cP x 4" GALV. LAG 5GREH5 AT 16" 1(-\I U) O.G. 5TAG6ERED [R501A] 0 F -I (2)-2x10 GDR F F -+ + F 7 -- --�- (2)_2x10 GDR 4" P.G. FLOOR SLAB 4hw�p•A s(.Bi P.a.,• POURED CONCRETE FOOTING j L _ J L _ J L _ _L___J_ _ _ - -1 L _ J _ J ON UNDISTURBED SOIL [R403.1] P.G. FTG 6 MiL POLYETHYLENE FILM " s,.��,<- CONTINUOUS UNDER 5TEMHALL 2 is 2' 7%rF I OAL. NAL.L. SECTION n i u : u '7'-0" f Q 7-O" S-O cl-I 3/4 6-6 3/16 241-&-1 ' '�`r•'• 'f+°;"pw SCALE: NT5 4" qIa IVEREO OCT 2 6 2021 4"x4" [UG45] PRESERVATIVE TREATED POST WITH GALV. METAL POST BASE ANCHOR ON 12"4) x 6'-0" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON 0 A 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH HAY, REBAR 4" ABOVE BOTTOM MAXIMUM SUPPORTED LOAD AT 7' DE51GN DEPTH = 18k IN PRESUMPTIVE 2k SEARING SOIL (TVP-ci) O A-6 (ENGINEERED DESIGN) OD ,) Q � FOUNr1 )ATICN PLAN o� 0 SCALE: 1/4 - 1 ft op v m 22 o P < o0< < o Z STRUCTURAL ME51ON NOTE o k W X X Z WINDOW AND DOOR SCHEDULE < Q In accordance with the 2020 RGNYS; structural No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL elements such as engineered wood, steel andOL 0. WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS steel/Wood composite columns, beams, headers and Q girders that: ~ 0 (n 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 sq 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE - 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 sf] 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 sf] 36"x 24" C AWNING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE 1) resist gravity loads, and AI FW- J 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 0 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 -22.01-26.6 psf[20 sq 36"x 60" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLEIL F UNITED WINDOW 4500 3131TR6016V N/A N/A 6.04 sf N/A 9.0 sf U=0.28 SHGC=0.32 -26,01-35.1 psf[20 sq 72"x 18" F PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE provisions of the 2020 RGNYS IL� OQ G UNITED WINDOW 6000 2836A 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 O 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 sq 72"x 80" H PATIO DOOR,LOW-E GLASS,ARGON,NO GRILLE ANSI/AWG ND5-2018 with 2018 supplement. O 1 THERMA-TRU FIBER-CLASSIC FCM65/FCM65SL 36"x 80" 20 sf 5.0 sf 20 sf 34 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sfi CHECK UNIT I FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS -1 J C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x 8't 64 t sf - 64 t sf 64 t sf N/A N/A -23.01-27.8 psf[50 sf] CHECK UNIT J RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS Structural elements such as walls and fenestration K THERMA-TRU SMOOTH-STAR SSF220 32"x 80" 17.8 sf 0 Sf 17.8 sf 18 sf U=0.18 SHGC=0.01 N/A CHECK UNIT K SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR that: L THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sq CHECK UNIT L HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR DATE: FEBRUARY 2021 MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED I) resist wind loads, and MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[_sfi ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 2) are not contained In the prescriptive design FOUNDATION PLAN provisions of the 2020 RGNYS TYPICAL WALL SECTION were designed In accordance with ASCE 7-I6 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A == 2 A ) D q - A-6 NOTES INDEXED TO THE 2020 ENERGY 0ON5ERVATION G0N5TRUGTI0Nz -7-10 I/2 10'-b I/2 GORE OF NEW YORK STATE RI01.5 COMPLIANCE: This building was designed and shall be constructed to meet the 2020 EGGGNYS. Both REScheck N.S. PROVIDE RESERVED SPACE IN 5ERVIGE PANEL TO CODE Department of En, and iZEM/Rate (Moresco) computer FOR FUTURE SOLAR ELECTRIC INSTALLATION [TIO3.cf] Z Q software was utilitze to demonstrate compliance. All O W mandatory provisions of the 2020 EGCGNYS - Residential WOOD STEPS v _ �! Provisions are in force. IL %'� „ WALL LINE IL O --'` � 8105.2.2 WRITTEN STATEMENT: To the best of my knowledge, 8-O belief and professional judgement, these plans comply with the ABOVE 0 CLOSED-CELL SPF p j g p p y J Q _ Energy Code. Furthermore, as a RESNET certified rater (I.D. uj U WW No. 26143q"i), I certIf that these plans comply with the Home Z Energy g Sy y program. p y O O AO O B ATTIC PATHWAY FOR SOLAR ELECTRIC [TI03.8] W Ener Rating stem (HERS) o ram. A signed certification O`} ° INSTALL 2"(P VERTICAL SCHEDULE 80 PVG CONDUIT z N O ( -- - -- -- --- of compliance with the HERS program (NERC) will be submitted PIG RE THROUGH ALL WALLS TO ATTIC,WITH TEMPORARY PLUGS Z J I of the constructed building to demonstrate compliane. Q Z)z a ° e OR GAPS AT EACH TERMINUS [E3802.3.2]. N (Y GYPSUM BOARD z (3)-3°5 6 6 __ _ __ I ___1 I_ --L------ -- O O s- 4 8301.1 CLIMATE ZONE: 4A Suffolk,NY Q w-- (2)-1.-15x11.25 LVL HDR (2)-1."15x11.25 LVL HDR -- --T 1 ® L______ N cV f CONTINUOUS BEAD OF .v J 9 U (ENGINEERED DESIGN) (ENGINEERED DESIGN) j (V j DW j I 4 SEALANT R401.2 COMPLIANCE: This project compiles with 2) Section R405Y Q Q = L - --s----J___ ______, / { - Simulated Performance Alternative,and the provisions of U Z ri I I N O +�- 1,.- GYPSUM BOARD Sections R401 through R404 labeled "Mandatory." - - 0 zRIOR IR IN INTAKE , I I „ Mandatory requirements: KITCHEN R4013 CERTIFICATE: Builder to post per Code. u�p [RIO06] 23'-4" m �, 1 1 ----------- -----36-GUARD [8312_1] ---- CONTINUOUS BEAD OF R402.4.1 THERMAL ENVELOPE: To be tested 4 verified to 3 71 iSEALANT AGH by HERS rater. See Table R402.4.1.1 In plans. - I r -- 1 FIREPLACES: Factory built with UL 12'1 doors. RZO r -------------- R402.4.2 � ' CONTINUOUS MINIMAL R402.4.3 FENESTRATION. See window/door schedule EXPANDING FOAM AT WINDOW R402.4.4 FUEL-BURNING APPLIANCES: Ail room heating and FAMILY ROOM BREAKFAST o 1- I Q w r I '7'-0" 1 4'-4" O 0 O B E ENT EN GE O UNIT PERIMETER hot water heating appliances to be direct vent with both �� - I O 0 <- O N - intake and exhaust pipes Installed continuous to the ! w c4' - ------------------ O +h UL 127 LISTED AND F- t-- i outside. $QP LABELED 36" I WINDOW UNIT R402.45 RECESSED LIGHTING= IG-rated and labeled as u0� FACTORY-BUILT NOTE: cl'-O" CEILING HEIGHT I having an air leakage rate of not greater than 2.0 cfm a IK FIREPLACE [R1004] THROUGHOUT FIRST STORY O O O R4025per Code. w l u� MAX. U-FACTOR 4 SHGC: See window schedule. 25 cfm CONT. - ELEC. PANEL Prol TECHNOLOGIES N TO ERV R403.1 CONTROLS: See plans for thermostat Information. i 1 tI R403.3.2 DUCT SF_Al_ING: All duct joints shall be MODEL T-705 �t [MI505.4] I I E g PROGRAMMABLE mechanically fastened and sealed with duct mastic I I e I CONTINUOUS MINIMAL sealant. Apply mastic to duct seams. THERMOSTAT E _---�� EXPANDING FOAM AT WINDOW R4053.3 DUCT TESTING: A duct alr-leaks a test Is not F E UNIT PERIMETER re wired under exceptions I and 2. g (3)-1.75 x 14 LVL FLUSH (37 LONG) s' q p (2)-2x10 HDR E ? I R403.35 BUILDING CAVITIES= Framing cavities shall not be b_g NO WA F E o INTERIOR GARAGE WALLS: used as ducts or plenums. R-15 BATT INSULATION r. R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate 0 4x4 POC67 Ys" GYPSUM BOARD mechanical system piping carrying hot water to an p 36" GUARD [R312,1] ° - R-value of not less than R-3. - -- - - - -- -- - _ -- - -� 6 GE GEILINC�R4055.1 HEATED 5ERVIGE HOT WATER(SHW) GIRGULATION m 2�Q ? PDR 2' -7 Ys" GYPSUM BOARD CONTINUOUS BEAD OF SYSTEM: Not In project. _ 4x4 P05T I _i& HEAT DETECTOR U [TABLE 8302.6] SEALANT R403.6 MECHANICAL VENTILATION: ERV continuous O N-> iv 1 F 4:: 3 ' RAILING N I� ventilation system specified In the plans exceeds the m U 10 R m I 4-6 4 6" minimum efficacy of 1.2 cfm/watt. 4x4 P05T K R403.-1 HVAC EQUIPMENT: Sized In accordance with ACCA Manual J and Manual S. _ _ SELF-CLOSING 20-min GYPSUM BOARD IV 20 cfm CONT. TO ERV 26.7 F.R. DOOR [R302.5.1] R403.8 MULTIPLE DWELLING SYSTEMS: Not applicable 1 36 GUARD [R312.1] I z � R405A SNOW MELT: Not In project. v 1 7'-6" 3'-2" N G [MI505.4] - -- _- -_ !(-\l 8403.10 POOLS AN SPAS: Not In project. N I 2"Q m (3)-1."15 x 14 LVL DROP HDR N CONTINUOUS BEAD OF R403.11 PORTABLE SPAS. Not in project. \D NO WALL c(� 2' O" 2'-6" (ENGINEERED DE516N) N ADHESIVE R404 LIGHTING: Builder to Install high-efficiency lamps in at N o least cIO% of permanently Installed fixtures. Q i - m V 1 CONTINUOUS BEAD OF 1� GARA�7E SEALANT R405 51MULATED PERFORMANCE ALTERNATIVE: This method was 1z � �7 DOUBLE 17 CJ CD Q 5" P.G. SLAB 13 used to show compliance with the Energy Code. REM/Rate (} ii FL HDR u. ® ® _: PITCHED TO DOOR o _,____,__________--_____-.___- software was used to model the building performoce - see 'I IJ SMOKE G.O. I +� Q V (� - -- - - 2020 IEGG Energy Cost Compliance report provided with _ _ I I� DETECTOR (TYP) _ DININO ROOM - v 2' CLOSED-CELL SPF Permit Application. REScheck was used to model the building O I X LIVING ROOM Z �-' performance based on national standards - see RECcheck iv - Itt Int - ------ ----------- --_--- ---------- compliance Certificate and Inspection Checklist provided with – I x x FOYER i i U i — N (11L Application. -: � '� '� 4- Permit I I t I *"- - �p N r' HAZARD G J�ZING [8308.4] T i 14-0 I I I tV I 'I ' m F- i 4 I:_ „ I� 1� I I I 41 ++1 11� (n fO CONTINUOUS BEAD OF I O O I 1 24'-O"I I �l-1 V IT uj Z ' SEALANT 1 I I I z 4`� (QZ J ,i . Itr O - LU n/ I I I I — _ _ GYPSUM BOARD l t ct1�1 ,.. I R.A.G. (2)-2x12 HDR m i O i i 0 � Q v � N} LI) O La--I I 3°7°/(2)-I°7° SL Q I I I (2)-2x12 HDR -- I < O dl O W I (2)-2x12 HDR I 1 Q a- - _ _ L__..-----------------J I---- (2)-1.-15 x 14 LVL FL J (2)-135 x 14 LVL FL (L Q_J -�Q CONTINUOUS BEAD OF — m � < — SEALANT o ° _ PORCH o O } �0 Q (2)-3°5 4 5/4x6 DECKING (2)-3� (� (�� O V I < ') l�- V / NZ QQ i CONTINUOUS MINIMAL p t- 1 UNIT PERIMETER ANDINO M AT WINDOW 2'-q" O q'-2" O 2 q" v 8'-O" 2'-q" _ Q X X z i' WINDOW UNIT (OR TABLE R402.4.1.1 .2020 O 4x4 P.T. P05T _ +i WEATHER-PROOF DOOR) AIR BARRIER AND INSULATION (TYP-6) +I INSTALLATION (3)-2x12 HDR (ENGINEERED DESIGN) (3)-2x12 HDR- j COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION NS Tq LLATION ®--–– –– �-- –– –– – –– –– –--�—–– –– --®- –– – g A continuous air barrier shall be installed in the .,"„• �t±rr:..,r I) CONTINUOUS MINIMAL building envelope. WOOD STEP5 ;v ! EXPANDING FOAM AT WINDOW Air-permeable Insulation shall not be used as #' General requirements The exterior thermal envelope contains a •°*"•*�* q p a sealingmaterial. :�• ``s ,••{' �j� UNIT PERIMETER continuous air barrier. • ,� t. t A:•• tt Os Breaks or joints in the air barrier shall be sealed. 15'-2 i-O 15'-2" 24'-4” ,•;� e:�; = f e�` .ty� j♦v`�` The air barderin any dropped ceiling/soffit shall be aligned with the insulation and any gaps In the air ,, -* i+: .;y►, L, I' barrier shall be sealed. The Insulation in any dropped ceiling/soffit .,� ( '/ 1t' ;• Ceiling/attic shall be aligned with the air barrier. ;IS, s+^ fz r,,m 6ONTINUOU5 BEAD OF Access openings,drop downstairs or knee wall SEALANT doors to unconditioned attics aces shall be sealed. -�' -:',r,.,`tlfy%•SQ" •" t�;.+". Cavities within corners and headers of frame walls shall be insulated by comple�lyfilling The junction of the foundation and sill plate shall be sealed. the cavity with a material having a therm al A C r�c(� f� C r1 Exterresistance of rtherm le er envelope Insulation FIRST FLOOR PI J� y� I p 1 1�/Li LU iJUT 2 U 2UZ1 GYP5UM BOARD Walls The Junction of the top plate and the top of exterior A-6 PLAN j'�I�( walls shall be sealed. Exterior thermal envelope insulation for - CONTINUOUS BEAD OF framed walls shall be installed in substantial 5GALE: 1/4" = 1 ft ADHESIVE Knee walls shall be sealed. contact and continuous alignmentwith the air barrier. Q CONTINUOUS BEAD OF The space between window/doorjambs and SEALANT Windows,skylights and doors framInc.and s li hts and framingshall be sealed. O 1- Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. O d Fioorframing cavity insulation shall be O � It _ _.... - installed to maintain permanent contact with Q 1- 2" CLOSED-CELL SPF the underside of subfloor decking. T- LL Alternatively,floor framing cavity Insulation O r ji Floors including cantilevered floors The air barrier shall be installed at any exposed r O and floors above garages. edge of Insulation. shall hi g contact with the top side of O Z sheathing or continuous insulation installed 0 � on the underside of floor fram ing; and Q extending from the bottom to the top of all perim eter floor framing members. 0 r r I Exposed earth In unvented crawl spaces shall be Crawl space insulation,where provided j - _ CONTINUOUS SILL SEALER - Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be t1/ O �L I FULL WIDTH OF SILL overlapping joints taped. permanentlyattached to the walls. Duct shafts,utility penetrations,and flue shafts O _ Shafts,penetrations opening to exterior or unconditioned space shall be Z LL / I FOUNDATION WALL sealed. Batts to be installed in narrow cavities shall - ,j be cut to fit or narrow cavities shall be filled O >L 0 N arrow cavities / CONCRETE SLAB with Insulation that on Installation readily V Q Z STRUCTURAL DESIGN NOTE Z / '.i � •; i conforms to the available cavi s ace. Air sealing shall be provided between the garage V // _.�_ ------- Garage separation and conditioned spaces. ul 4 Q o_ Recessed light fixtures Installed in the building Recessed light fixtures installed in the In accordance with the 2020 RGNY5; structural �— y Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight elements such as engineered wood, steel and X --� surface. and IC rated. g In exterior walls,batt Insulation shall be cut steel/wood composite columns, beams, headers and Q Q neatly to fit around wiring and plumbing or girders that: (� Plumbing and wiring Insulation that on installation,readily ,,,�� j conforms to available space,shall extend ' / /. /. r /. / /. 0 I) resist gravity loads, and behind piping and wiring. g y W The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs Showerltub on exterlorwall showers and tubs shall separate the wall from the �Il.. � shall be insulated. 2) are not contained in the prescriptive design O w 0 shower or tub. IL 2 The air barrier shall be installed behind electrical provisions of the 2020 RGNY5 j F- 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 m THERMAL ENVELOPE. THIS DETAIL SHOWS HVAC supply and return register boots that ANSI/AWC ND5-2015 With 2018 supplement. O TYPICAL METHODS OF AIR-SEALING USING penetrate building thermal envelope shall be sealed pp J VARIOUS BUILDING ELEMENTS, APPROVED HVAC register boots to the subfloor,wall covering or ceiling penetrated ADHESIVES AND SEALANTS. FRAMING by the boot. Structural elements such as walls and fenestration GONFIGURATION5 NOT SHOWN,SUCH A5 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 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 PATE: FEBRUARY 2021 THERMAL ENVELOPE IN ALL LOGATION5. voids between fire sprinkler cover plates and walls I) resist wind loads, and or ceilings. 2) are not contained in the prescriptive design FIRST FLOOR provisions of the 2020 RGNY5 PLAN were designed In accordance with ASCE 'T-I& wind AIR SEAL I N DETAILS A I�' SEAL I N MOTES provisions and acceptable engineering practice. DRAWING NUMBER 50ALE: 5/4 = I ft where such elements occur in the plans, they are annotated "ENGINEERED DEVON." A - 5 O p V A A-6 i------------------- --------------------- I �uyc L---------------------J Q I I 13'-8" %3 W I I w u- I I 4'-4" O 13 LL HAZARD GLAZING w Z O O d I O [R3o8.4.5] w 0 0 (V 3°2° BO 4°4° _ O N 3°5 3°5 AWNING O Z 4.. d REE-STANDING TU N O n 6016 TRANSOM - N BEDROOM 3 � BEDROOM 4 M BATH -�- "' "' 8-OG Ht 8-OG Ht I - - cco 8.-01' G Ht 301 N N JI N N CC. O o F 20cfm T0 ERVNT. - HVAC EQUIPMENT IN ATTIC I x 20 cfm GOVT. in �I ( a TO ERV I505.4] � WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] GAS OR PROPANE FURNACE: LENNOX ELI66UHO70XE36B _ _ _ ' LENNOX HEALTHY CLIMATE ERV5-1-T5-TPD ENERGY RECOVERY VENTILATOR GLASS IV DIRECT VENTED TO OUTSIDE;AHP 201846570 I = Q [MI505.4] E:cr Pro I TECHNOLOGIES - F - -------- -------------------------------INSTAL-L-ESV-UNIT-IAN-GONP4-T40NED--ATTIC,. HEATING GAP: 64,000 Btuh;AFUE = 66.1 MODEL 1-105 in v BATH CC., DUCTS SHALL NOT BE CONNECTED TCD THE HVAC SYSTEM. INDOOR COIL: LENNOX GH35-3013+TDR ---- PROGRAMMABLE dpI ^�' OUTDOOR UNIT: LENNOX MLI4XGI-036-2306;AHRI 2033'14660 THERMOSTAT cV O HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL COOLING GAP: 34,800 Btuh;SEER = 15.10 2610 2670 2410 INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. INSTALL IAN MANUFACTURER'S SPECIFICATION5 -.-. STALE AIR TO OUTSIDE AND FRESH SIR FROM OUTSIDE: 6" dia. DUCTS CONNECTED TO HEALTHY CLIMATE NEATHERHOOD KIT MODEL 65P07 5 oKE � o I HALL DE GTOR (TYP) O IA.G. R�TURNI FRESH AIR TO INSIDE DIFFUSER IN H4LLWAY: 6" dia. DUCT (:IP-C" RAILING cn 2°7° ° STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. O O/ (2)-2x10 HDR - - -� N HONER STALE AIR DUCT FROM KITCHEN HINdED EXHAUST GRILLE MODEL ISN48 (2)-1.75x6.25 LVL FLUSH z _ _ _ _ _ _- -- ALL DUCTS INSULATED TO R-4.2 m 3050 (ENGINEERED DESIGN) H Np 4x4 `r BI-FOLD BEARING L _ _ SYSTEM TO BE SET AND BALANCED 'f0 CONTINUOUSLY PROVIDE [MI505.4.4]: ® _ POST m 261° , m MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM D m RYER WASHER /x AND MINIMUM 25 cfm EXHAUST FROM(KITCHEN. I 36 HANDRAIIZ.L3113.&] 5' 3'-2" 4'-6" DRYER EXHAUST I 2¢1Q 4.. 4.. [M1502] 12" x 12" AIR TRANSFER GRILL IN CEILING NO N O Q - O DOUBLE FRAME - OPENING a °�o a - I x r� O O N `} V( l N BEDROOM 2 N GL � W.I.G. 2¢1° MA5TEi2 B�DR-QOM i V 10'-0" TRAY G Ht .N 10'-0" TRAY G Ht �Q 4 5'-6" 4" 14'- ~ �! LU wm O (2)-1.7_5x14 LVL_w/HT530 MTL STRAP AT EACH END (2)-1.7_5x14 LV_L_w/HT530_M_TL STRAP AT EACH EN } Z Z 4 z a (ENGINEERED DESIGN) (ENGINEERED DESIGN) [Q — — --I T � Z w 2x8 GJ AT 16" o.c. 2x8 GJ AT 16' o.c. i () �- N ti O (2)-2x10 HDR (2)-2x10 HDR -- -- -- -- < UJ az ° Z I 3., CLOSED-CELL SPF ----------------------------------------------------- -' _ LH > I BETWEEN RAFTERS Q <-4 ° < 2-6 6 2 2'-6 8 0 2 6 6 2 2' q" � .il� � Q � Z I I � I I I I I I I I L-----------.------------J .r!•x1;,. ,, :f . .rtt.,�. •a9 '•�.�. rr Y 1 Ir A-6 DE IVEREO OCT 2 G 2021 SEOONU FLOOR PLAN � SCALE: 1/4" = 1 ft O �° O � r'- 5 o p- nn0 0 LL d SOLAR-READY Q O CERTIFICATE 4 U k Q Z This home has STRUCTURAL DESIGN NOTE v D- incorporated features at Z the time of initial In accordance with the 2020 RGNYS; structuralQ d �-- construction to enable the o o elements such as engineered wood, steel and X � . installation of solar steel/wood composite columns, beams, headers and d OL electric. girders that: 0 oA The solar-ready roof 1) resist gravity loads, and v W zone Is shown on this GO UIT u !U < construction Ian excerpt 2) are not contained in the prescriptive design O 0 GO IT and is Free of GOFUIT provisions of the 2020 RGNYS g IL and obstructions that would r' limit placement of solar were designed In accordance with O 117- panels. ANSI/AWG NDS-2018 with 2018 supplement. O m Plastic conduit for future electric wiring has been o Structural elements such as walls and fenestration 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 prescriptive design 2nd FLOOR electric service panel and provisions of the 2020 RGNYS PLAN roof-mounted solar panels. were designed in accordance with ASCE 1-I6 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A _ CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TiO3.10] O p BWL B BWL A N i ROOF LINE 5-011 51 tu " TABLE R802.5.2 RAFTER/CEILING JOIST HEEL u _ ----------� ------- -- - - -- ' 1 r ?-! - _ . . BWL I 1 ;` Sa,b,e,d, e, g -- - i II _ 3 ! I _ �� ' I NECTION � lFj-j WGROUND SNOW LOAD (Psi 20t lu Z 30 O l9 O. o � • � - - RAFTER RAFTER z - } SPACING Roof span(feet) _ v, SLOPE N iL o i� ;``� (inches) 12 20 28 36 12 20 28 36 �r a AGGESS ROOF L J>' Required number of 16d common O _ q d ! i c a,b c,d,e (� (V nailsab heel joint splices', 0 ,4 a GESS ROOF p J p ;1 I N !i 1 12 4 6 8 10 4 6 8 11 3:12 16 5 8 10 13 5 8 11 14 - N 24 7 11 15 19 7 11 16 21 12 3 5 6 8 3 5 6 8 t- i I �= V i 1 t i. I I I O 4:12 , I 116 4 6 8 ........................_...... g__..w_.__._.... _.._._..__.. � ..._...._._...___.. !_,�--- _ 1__1-_-.__.1__! 1 ,-:'" ` �Jli i 10 4 6 8 11 j _ 24 5 8 12 15 5 POST DOWN POST DOWN POST DOI'4 i '\ j ! � 12 3 4 S 6 3 4 5 7 V In i 1.75 x Ib LVL STRUCTURAL RIDGE ,I \ i AGGESS ROOF 5:12 16 3 5 6 8 3 5 7 9 _ 24 4 7 9 12 4 7 10 13 _..._. .._.._.. - - t 12 3 4 4 5 2. I , J mm 1.L_I 712 16 3 4 5 6 3 4 5 P' ,1,Er-lo jf': ,.: i 24 3 5 7 9 3 5 7 9 -1 1 ROOF BELOW 12 3 3 4 4 3 3 3 4 s i j I , :..:., Y ..' _11_m _...._" :w:: .:_ :.:_.. :: ..:... -- - __.._.__._ �, 9:12 16 3 4 4 5 3 3 4 5 I I i t._ v 2xio RIDGE 24 3 4 6 7 3 4 6 7 - _ 12 3 3 3 3 3 3 3 3 i 1 ; � ���v' �'� __ -- --_ � ill ; i � << i 12:12 16 3 3 4 4 3 3 3 4 ATTIC PATHWAY FOR SOLAR ELECTRIC [TI03.8] 24 3 4 4 5 3 3 4 6 INSTALL 2"(P VERTICAL SCHEDULE aO PVC Lu I 1 h n CONDUIT THROUGH ALL WALLS TO ATTIC, WITH p L j ` _p [ TEMPORARY PLUGS OR GAPS AT EACH TERMINUS For SL• 1 inch=25.4 mm, 1 foot=304.8 mm, 1 pound per I Jr QC �'� 1 -- -- ii fY I [E3&02.3.2]. foot_ I --------- -- BWL 2 cv N square 40d box nails shall be permitted to be substituted for 16d _ l _011 l X i X O common nails. `" `� � AGGESS ROOF b. Nailing requirements shall be permitted to be reduced 25 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. I d. Where intermediate support of the rafter is provided by 2x10 RR AT 16" o.c. x1 _ 20 RR AT Ib -p -i t TM -ry 2x10 RR AT Ib" o.c. 2x10 RR AT ib" o.c. N I vertical struts or purlins to a load-bearing wall,the E ' o.c. I 1 tabulated heel joint connection requirements shall be ROOF LINE permitted to be reduced proportionally to the reduction in ------ WALL LINE Z V span. / OL e. Equivalent nailing patterns are required for ceiling joist ROOF LI i (___ v, 1 to ceiling joist la splices. lu m W _ � f.- �(� o - " ' f. Applies gto roof live load of 20 sf or less. `' Z is z O SOLAR-READY ZONE [TI03.3] pP P SEGONI� STOizY BNL PLAN PROVIDES 36" WIDE ACCESS PATHWAYS g. Tabulated heel joint connection requirements assume } Z Z <, z w Q FROM EAVE TO RIDGE WHERE SHOWN m SCALE: 3116 = 1 ft that ceiling joists or rafter ties are located at the bottom La �, d- d p Z ,� [R324b]. THE SOLAR-READY ZONE SHALL REMAIN CLEAR of OBSTRUCTIONS SUCH AS of the attic space. Where ceiling joists or rafter ties are W Z O z I PORCH ROOF BELOW zX VENTS, ETC. [TIO3.4] located higher in the attic,heel joint connection IY (L t- O z (TYPICAL-3) lu requirements shall be increased by the following factors: t►Lu � n> ii L O �O mid Ho/HR Heel Joint Connection Adjustment Factor 0- O Q 1/3 1.5 pal _ 1/4 1.33 115 1.25 Z 1/10 ROOF PLAN 1/6 1.2 < < or less 1.11 SCALE: 1/4" = 1 ft !_1 where: BWL E BWL D BWL G 37-O He=Height of ceiling joists or rafter ties measured vertically .••�•��_• . i l above the top of the rafter support walls. �.rt`- HR=Height of roof ridge measured vertically above the top of �e.•�< �, �-�., � O •r V-O 1/2" Nr 7'-7, 41 �3'-4 I/2" _4 the rafter support walls. -- - -- -_--.=- - ------- ------- -- --- BWL 3 / by ^ BRACED WALL PANEL CALCULATIONSIf'f ! ! Wind AdJ ustment Factors-Table R642.10.3(2) (p.187) Upper Story i-. , pk� ERr D OCT 2 6 2021 Numbered Lettered Wall Lines Wall Lines Comment Exposure Category ry 1.00 1.00t- Exposure B 2 Sty Roof Eave-to-Ridge Height 0.84 0.84 71-4" 4 Wall Height 0.90 0.90 8'-0" r0 _J I Number of Braced Wall Lines 1.00 1.00 2 Additional 800 Ib Hold Down 1.00 1.00 N/A O j Gypsum Board Fastening 1.00 1.00 N/A - ! - Wind Factor Total 0.756 0.756 p r ,._-.........-... { _ Braced Wali 140 mph Total Bracing ._..._. Braced Wall Bracing Wind Factor O O V m Line Spacing Required Required Length Status i _ Line Method Total O Y r' _ I (ft) Bracing (ft) Bracing Provided (ft) V - - j --J; 1 CS-WSP 30.67 7.13 0.756 5.39 23.33 OK 2 CS-WSP 30.67 7.13 0.756 5.39 19.00 OK O k CJ v Z W - n, _ B CS-WSP 37.00 8.40 0.756 6.35 23.00 OK fj O A CS WSP 37 00 8 40 0 756 6 35 31 00 OK !L Wind AdjustmentFactors-Table R602.10.3(2) (p.187) STRUCTURAL DESIGN NOTE vtu X z Lower story In accordance with the 2020 RGNYS; structural Q d a- v iv Dwelling Garage Comment � Exposure Category 1.00 1.00 Ex B; 2-St (Dwelling); 1-St (Gar) elements such as engineered wood steel and �( p g N p y( 9). yd c� OL N I Roof Eave-to-Ridge Height 0.93 0.76 T-8" (dwelling); 6'-0" (garage) steel/wood composite columns, beams, headers and �irders that. i ; ± Wall Height 0.95 1.00 9'-0" (dwelling); 10'-0" (garage) g Number of Braced Wall Lines 1.00 1.00 2(dwelling& garage separate caic) I) (n - resist rovit loads and V 1 j I Additional 800 Ib Hold Down 1.00 1.00 N/A g y W - ! ; Gypsum Board Fastening 1.00 1.00 N/A LL a rescrt tive designO Z '; s BWL 5 Wind Factor Total 0.884 2) are not contained in the 0.760 provisions of the 2020 R NYS ILL U' H --- s 1 2-a 9 2 O Braced Wall 140 mph Total Bracing were designed in accordance with H I , Braced Wali Bracing Wind Factor ANSI/AWG ND5-2018 with 2018 supplement. O Line Spacing Required Required Length Status J Si I I Line Method Total (ft) Bracing (ft) Bracing Provided (ft) Structural elements such as walls and fenestration 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 DATE: FEBRUARY 2021 5 CS-WSP 31.67 13.67 0.884 12.08 17.33 OK i) resist wind loads, and _.._.,._ ------ _.. '' _...__._w,__._.._....w_,_._._...._.._..r...... W._.._.:. 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) are not contained in the prescriptive design WALL BRACING 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 1-16 wind FIRST STORY E3NL PLAN provisions and acceptable engineering practice. DRAWING NUMBER SCALE: 3/16" = I ft where such elements occur in the plans, they are A == 5 annotated "ENGINEERED DESIGN." TYPICAL ROOF R-39 z z 2x4 COLLAR TIE AT 48" O.G. ASPHALT ROOFING SHINGLES OVER 154t FELT OVER O Q 1.75 x 16 LVL STRUCTURAL RIDGE Y2" STRUCTURAL PANEL SHEATHING OVER F- (5EE ROOF PLAN FOR P05T LOCATIONS) 2x10 RAFTERS AT 16" O.G. ROOFR-39 b" THICK CLOSED-CELL SPRAY POLYURETHANE FOAM (5PF) -----------------------------------------------------------------------j-----------------------------------------------------------------------------"1 WITH Y2" 6YP5UM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] I 2 SOLID OR WITH AN APPROVED FOAM PLASTIC A55EMBLY [R316.b] Z 0 WOOD BLOGKING O I W LL - - - - - - - _ _ - - I 2x12 CR055-RIDGE Q `�_= GABLE WALL INSULATION: t2 12 I CONTINUOUS R-5 I-INCH RI61D FOAM XPS; > I CAVITY R-13 2" SPF FALSE CABLE 5.25 F— --- - _ 5.25 LL WW w Wz m I I FULL-HEIGHT F- w 5HEATHIN6 z lD f1 I BEHIND LEDGER ------------------------ V/ -------------------------------------- ---------L-------------------------------------------------------� SEALED ATTIG (INDIRECTLY GONDITIONED) _ -------- GEILIN6 _ i 2x6 RAFTERS AT 16" O.G. 12 2x8 GJ AT 16" O.G. SMOKE 8 G.O. 2" SOLID cj O — MASTER BATH �- - - - I LAUNDRY >I - - - FAMILY BATH I Ix8 TRIM BOARD 8 0 C� DETECTOR IN ATTIC WOOD BLOGKING 0 ry > �- - - }�- I - - - - ->�- - � I i I ( > I - - - - - - � i SOFFIT VENT - Q ; T `" ,'� n � I I WC I I I WASHER I I I I WG I I TYPICAL INTERIOR WALL 4" (2)-1.75x14 LVL FL HDR 1/2" 6YP5UM # LAV. LAV. I I LAV. I 2x4 5TUD5 AT 16 O.G. NOTCH TOP SIDE UNDER ROOF BOARD FINISH - N (2)-2x4 TOP PLATE;2x4 SOLE PLATE MAX. NOTCH DEPTH = 5-)Y I Y2 6YPSUM WALLBOARD ON BOTH SIDES NOTE: ALL DUCTS SHALL BE TUB I I I TUB I LOCATED IN THE ATTIC, INTERIOR TYPICAL EXTERIOR WALL R-20 (2)-2x10 HDR SECOND STORY WALL CAVITIE5 f n I SHOWERI I I 2x4 STUDS AT I6" O.G. d z AND 5EGOND FLOOR PLATFORM. V, (2)-2x4 TOP PLATE;2x4 SOLE PLATE w MIN. R-4.2 DUCT INSULATION. 2nd FLOOR _L I � (2)-2x8 HEADERS UNLE55 OTHERWISE NOTED ON PLAN W --__---_ _ _ I-I/2" W I4;2" 3" W 2" W 2" W I 2" IN 2 W W I-I/2' W I R-15 UNFACED FIBEROLA55 BATT CAVITY INSULATION BEDROOM 2 1n HALL BEDROOM 3 Q -I 3 3" W 2 W G.O. i VINYL 51DINO OVER H0U5EWRAP OVER R-5, I' XP5 INSULATION WOOD FLOORING OVER N m 2" W 3" I.I 2 W ------_---- -- _ .2"W ------------- - -----------------------------------------------------i OVER I/2 STRUCTURAL PANEL SHEATHING G5-HSP 3/4" PLYWOOD 5UBFLOOR N ` : v G.O. I (2)-1.75 x 14 LVL FLUSH HDR u GEILIN6 _ - - _ - - - I k 1 I R-13 2" CLOSED-CELL SPF t 14 TJI-560 FJ AT I6 O.G. „ U J-J - POWDER I KITCHEN AT RIM J015T II " " ,S 14" TJI-560 FJ AT I6" O.G. z IL 3 _ I75 x 14 LVL FLUSH HDR STAIRS > > X > I p z l l I � (3)-1.75 x 14 LVL � " u� I O; ; O 1/2 GYPSUM -I Ij1z I BOARD FINISH � I WG I KIT SINK LAV. I I I DW LIVING ROOM FAMILY ROOM I I Q. I I .Q I Ist FLOOR PLATFORM Ua Ua WOOD FLOORING OVER Ist FLOOR -------------------------------- -------------------- - ----------I-- ------------------ -L2" --- -------- ------- -------------------------------� 3/4" PLYWOOD 5UBFLOOR 1-1/2" W 3" W I 2" W I 2x10 FLOOR JOISTS AT 16" O.G. G.O. 2" W 3.. W 3" W W G O GROSS BRID61NC AT MIDSPAN ----------------•------------------------------------------------------ ----------------------------------------------------------------------------- I CEILING j R-13 2" CLOSED-CELL 5PF II I I AT RIM J015T -� - -11 F.A.I. STAIRS 4 ' BASEMENT (3)-1.75 x 11.875 LVL GDR N „ FINISHED 6R ADE (4)-3/8 FINISHED GRADE (INDIRECTLY CONDITIONED) LAG SCREWS SILL CONSTRUCTION: SLOPE 6" IN IO' MIN. AWAY FROM BUILDING 2xb P.T. (UC35) SILL ON TERMITE SHIELD G.O. 4: W I I ON SILL SEAL WITH 1/2" ANCHOR BOLTS I / _ O (SEE TYPICAL WALL DETAIL) V I L N V TO APPROVED (� HOUSE TRAP j SANITARY SYSTEM 10" POURED CONCRETE FOUNDATION STEM WALL ul J ++- BASEMENT FLOOR I VERTICAL REINFORCEMENT: #4 REBAR AT 12" O.G. 6 N ` m ~ Q ----------------•------------------------------------------------------------------------------- ---------� WW V -------------------------------------------- I�" TO 4�" CONCRETE COVER FROM INSIDE FAGS � � � (n t'(� Z O Q FULL HE16HT R-11 BLANKET WALL INSULATION vv W fi�L.UMB I NO RISER D IOi� M HORIZONTAL REINFORCEMENT: #4 REBAR AT 18' O.G. Z W z p A5 MANUFACTURED BY GERTAINTEED CORP. lT' TOP BAR WITHIN 12" OF TOP OF WALL 1/2" 6YPSUM ASTM E84 MAX. FLAME SPREAD INDEX S 25 } Z Z a BOARD FINISH MAX. SMOKE DEVELOPED INDEX s 50 (� — — O W z SCALE: NTS UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING [R302.7] (n \ <- d) Z W MINIMUM 3'-0" BELOW GRADE 0 v�J► J- N O 4" P.G. FLOOR SLAB TOP OF BASEMENT SLAB Lu CL W f- O W QJ m� � O �} �QQ< 30"x 30"x12" DEEP P. GONG. SPREAD FOOTING (� r� X Q w/(3) #5 REBAR E.W. +�- v N Q 0 R I DOE TENSION STRAF: I WRAP STRAP OVER RAFTER � A f (3) IO-d COMMON NAILS AT EACH END OF STRAP S GT SCALE: I/4:O I- I ft ZLJX tprpp.e.Pdll!r., Gi i;ZAI-TSR TO STUD : `. v WRAP STRAP OVER RAFTER f,�t.s{ E"`N !"�• (4) 8-d COMMON NAILS AT EACH END OF STRAP M AI M ED l(j;;T Z b ZOZ1 ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED IAN MANUFACTURER'S SPECIFICATION WHERE RAFTER ALIGNS WITH STUD Q 2x ROOF RAFTERS AT 16" O.G. O O USE 6ALV. HURRICANE TIE BETWEEN EVERY RAFTER AND THE ROOF BEAM O Q 2x GEILIN6 JOISTS AT 16" O.G. t' LL)) USE (3)-Ibd NAILS AT RAFTER Qj O °o O HEEL JOINT CONNECTION ROOF BEAM (SEE PLAN FOR SIZE) PRESERVATIVE TREATED 2x EXTERIOR WALL NALL. STX) TO MALL_ STUD : ASSEMBLE � O ASSEMBLE WITH 10-d NAILS Q fn 12" O.G. STAISOERED ALONG LENGTH O _ STRAP OVER OR UNDER SHEATHING 12" OF- RAFTER - z (4) 8-d COMMON NAILS AT EACH END OF STRAP MTT53STRAP-TIE SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET -7 VENTED VINYL SOFFIT 1x8 TRIM BOARD WO �- UPLIFT CONNECTIONS. G518 6ALV. COIL STRAP Q (� USE (2) AT EACH POST, TOP B BOTTOM R-30 BATT INSULATION O 5/4"xb" DECKING (4)-loci NAILS AT EACH END STUD TO FLOOR J015T 1-1/4 WIDE 20-OUAOE Y �-- tL PERPENDICULAR TO JOISTS SIMP50N COIL STRAP GALVANIZED STEEL STRAP < W 0 < < Z (2)-8d THREADED NAILS OR (4)-8d NAILS AT EACH END EAGH 51DE OF WINDOW AND _ (2)-No. 8 WOOD SCREWS AT CL DOOR OPENINGS. INSTALL U I Z 4x4 WOOD COLUMN 2x SOLID BLOCK d AIR-SEAL BETWEEN FJ STRAP FROM TOP OF TOP Q Q (L V EACH SUPPORTING MEMBER UG3B PRESERVATIVE TREATED 2x RIM BOARDI-" [R507.7] REST DIRECTLY ON FLOOR BEAM PLATES LE JACK STUD. p MINIMUM LENGTH BELOW `-- X QOL FLOOR BEAM (SEE PLAN FOR SIZE) GANTILEVERED FLOOR J015T HEADER = LENGTH ABOVE Q FLOOR JOISTS U055 PRESERVATIVE TREATED BOTTOM OF HEADER ~ NV! N STUD TO SILL FL. T (5EE PLAN FOR SIZE) ASSEMBLE WITH TWO ROWS OF IOd NAILS V2mj n - UG3B PRESERVATIVE TREATED 16" O.G. ALONG EAGH EDGE [R507.5] W WRAP STRAP UNDER SILL PLATE PER CODE GRADE 055 8 VINYL SOFFIT u (6) 5-d COMMON NAILS AT EACH END OF STRAP O pg g SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 7 4x4 WOOD P05T FLOOR JOIST TO WALL: IL uG3B PRESERVATIVE TREATED a a r d) SIMP50N H2;(5)-8d NAILS TO FJ d (5)-Sd NAILS TO STUD 2x EXTERIOR WALL O •e e,• :. ,�. • ,� .• < . �:_ PB44 HOT-DIPPED 6ALV. ALTERNATE WHERE FJ/STUD MISALIGNS: O P05T BASE ANCHORFLOOR J015T TO PLATES: J 5IW50N H2.5;(5)-SLI NAILS TO FJ,(5)-8d NAILS TO PLATES a PLATES TO STUD: 4 12"(P x 6-0" HIGH 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 $ DETAILS H I O H-N I ND UPLIFT STRAFF I NO T)"F I OAL_ PORCH DETAIL. DETAIL. AT FLO01't' OANT I LEVER TENS 1 ON STRAP I NO AT NAL.L. OFEN I NO S DRAWING NUMBER 50ALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS NOTE: ALL METAL STRAPPING SHALL BE 1 1/4" x 20 GAGE (51MP50N 0520 COILED STRAP). A - 6 STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RESIDENTIAL CODE OF NEW YORK STATE RIOi.I UNIFORM CODE= All work shall conform to the New York TABLE 8301.2(1) State Uniform Fire Prevention and Building Code - Iq NYGRR WIND COMPLIANCE PATHWAY NOTES and publications incorporated by reference therein. ZZ O CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Ri052 Bl11LDING PERMIT: A building permit shall be issued by the F- O GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN WIND DESIGN STANDARD: 2020 RGNYS Town prior to the start of work. A copy of the building permit V FLOOD ULTIMATE DESIGN WIND SPEED: OBTAINED FROM and approved construction documents shall be kept on-site SNOW Seed Topographic Special wind Windborne DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL htt s:llhozords.otrounril.or FOR THE PROJECT LOCATION: until project completion. Weathering Termite TEMP REQUIRED HAZARDS INDEX TEMP N 41.0031° W "12.566✓° 9 R106.3 DE-516N PROFESSIONAL: A Certificate of Authorization is Z LOAD (mph) effects region debris zone CATEGORY depth WIND ME51ON 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE THIS NEW RESIDENTIAL 5TRUGTURE UTILIZE5 flied with The State Educatlon Department entitling D'Amoro 00 LU psf 127 None No No B Severe 36" M to H 157F Yes None 599°F-DAYS 51.0° F 8301 2(5)B PRE-ENGINEERED WOOD CONSTRUCTION Engineering and Surveying,P.G. ("Designer") to provide LU MANUAL J DESIGN CRITERIA-Central Isla MEAN ROOF HEIGHT IS NOT GREATER THAN 30 FEET (TABLE FOR FLOOR FRAMING AND ROOF FRAMING. professional engineering services. However,the Designer has P not been retained torovide construction engineering, O P 8301.2(3)] THE OWNER SHALL NOTIFY THE TOWN AND supervision nor Inspection,and therefore Is not responsible tL Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXPOSURE CATEGORY: EXP05URE B AFFIX THE ABOVE 51ON IN AGCORDANGE for work performance of the builder. The builder shall O Elevation Latitude heating cooling factor temperature cooling differenceWITH TITLE Iq NY Immediately notify Designer, in writing,If there is any w Z COMPONENT AND CLADDING LOADS [TABLE 8301.2(2)] DO NOT CRR PART 1265 discrepancy w pan y found between field conditions and plan 80 ft 41° North 150 99%outdoor DB 850 1%outdoor DB 0.997 70°F 75°F 55°F REQUIRE ADJU5TMENT COEFFICIENTS [TABLE R301.2(3)1 dimensions,especially with regard to existing construction. Z N O (30'-0" roof If Cooling temperature Wind velocity Wind velocity Coincident Winter Summer MAIN ROOF UPLIFT CONNECTION FORGE = 228 p 83012.1 WIND DESIGN: In accordance with Figure R3012(5)B,wind N difference heating cooling wet bulb Daily range humidity humidity - span, 140 mph, pitch less than 5:12) [TABLE R,502.11 design Is not required. This building is designed In WALL-TO-WALL UPLIFT CONNECTION FORGE = 168 plf accordance with the wind provisions of the 2020 RCNY5. 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 •d ! N UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP '"""""""" 8301.2.12 PROTECTION OF OPENIN65. This building is not located 0 , O AND BOTTOM OF ALL BRACED WALL PANELS [R602.3.5]. In a Wlndborne Debris Region. ry R301.2.4 FLOODPLAIN: This building Is not located In a flood hazard area. 8301.5 LIVE LOADS: Minimum uniformly distributed live loads: (11Y1 J��i Attics without storage 10 psf,Attics with storage 20 psf, O Bolconles d decks 40 psf, Rooms other than steeping rooms TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) psf,Sleeping rooms 30 psf,Stairs 40 psf Z 8301..66 ROOF LOAD, Roof Design Load Is based on the greater NUMBER AND TYPE NUMBER AND TYPE of the Ground Snow Load (20 psf,applied per A5( -7) and ITEM DESCRIPTION OF BUILDING ELEMENTS a b,� SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS a b, SPACING AND LOCATION NOMINAL MATERIAL SPACING`OF FASTENERS projected roof live load per Table R301b. Span table OF FASTENER • OF FASTENER ' a,b design corresponds to the 30 psf ground snow load column to THICKNESS DESCRIPTION OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load conditions. Roof Floor inches (inches) support (inches) (inches) 8301.8 NOMINAL SIZES: Dressed lumber dimensions specified on 4-8d box(2 X x 0.113 ), or 4-8d box (2Y2"x 0.113 ), or (inches) these plans are nominal sizes. Engineered wood dimensions „ „ , 1 „ „ • inches 3-8d common 2%" x 0.131"or ;or 3-8d common 2 Yx" 0.131" Wood structural panels,subfloor'roof 2 and wall sheathing to framing and particleboard wall sheathing to framing (L\/L,PSL, I foists,glu-lams,etc) are actual dimensions. 1 Blocking between ceiling joists or rafters to top plate 3-10d box(3"x 0.128")• ) Toe nail 21 Joist to sill,top plate or girder ( )'or Toe nail 3-1 Od box(3"x 0.128");or Staple 15 ga. 1 Y 4 8 8302.1 FIRE-RESISTANT EXTERIOR WALL5: All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131"nails Up to% 0.097-0.099 Nail 2 X3 6 projections shall be located at least 5 feet from lot lines and are not fire-resistance rated. 4-8d box(2%2"x 0.113"); or 8d box(2 1/2"x 0.113") 4"o.c. toe nail Staple 16 ga. 1 %4 3 6 Rim joist,band oast or blocking to sill or to late 1 ++ „ ;or R302.q FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common 2%2"x 0.131" ;or J J g P P 8d common 2/ x 0.131 0.113 Nail 2 3 6 WALLS AND CEILINGS: sum wallboard is a Glass A finish 2 Ceiling joists to top plate ( ) Per joist,toe nail 22 ( ) BJP 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%2 and% Staple 15 and 16 ga.2 4 8 having a F51 = 15 (regd max. 200) and a SDI = o (req'd max. 450);and complies with God. 3-3"x 0.131"nails 3"x 0.131 nails 0.097-0.099 Nail 2 X 4 8 R302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter, laps over 4-1Od box(3"x 0.128"); or 3-8d box(2%2"x 0.113"); or Staple 14 ga. 2 4 8 INSULATION. Exposed Insulation that is not Installed in 3 partitions [see Sections R802.3.1,R802.3.2 and Table 3-16d common(3 %2" x 0.162");or Face nail 2-8d common(2%"x 0.131");or Staple 15 ga. 1 3/ 3 6 concealed spaces having substantial contact with cavity R802.5.1(9)] 4-3"x 0.131") 23 1„x 6 subfloor or less to each joist 3-10d box(3"x 0.128");or Face nail 2%2 and X 1 surfaces shall have a F51 � 25 and a SDI s450. See plans 0.097-0.099 Nail 2 4 8 for exposed Insulation values. • 1"crown es, Ceiling joist attached.to parallel rafter(heel joint) 2 stapl , 16 ga., 1 %4" long Staple 16 ga.2 4 8 8302.11 FIRE BLOCKING: Use approved material to fireblock 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail 3-16d box(3Y2"x 0.135");or Staple 14 ga. 2 X 4 g around all penetrotlons of the floor and ceiling planes,and R802.5.1(9)] 24 2 subfloor to joist or girder l „ Blind and face nail 2-16d common(3 / x 0.162) 1 where otherwise specified by the 2020 ROWS. 0.113 Nail / 3 6 4-10d box(3"x 0.128");or 3-16d box(3%2"x 0.135"); or 1 Staple 15 ga. 2 X 4 8 8302.12 DRAFT5TOPPING: Not needed for this project. Collar tie to rafter,face nail or 1 %"x 20 ga.ridge strap „ . 25 2 planks(plank&beam- floor&roof) 2_]6d common 3 l " At each bearing, face nail 5 to rafter 3-IOd common(3 x 0.148 ),or Face nail each rafter ( / x 0.162) 0.097-0.099 Nail% 4 8 R302.13 FIRE PROTECTION OF FLOORS: Not needed for this 4-3 x 0.131 ) 1 ; project under Exception 4. 3-16d common (3/2"x 0.162„) or SPACING O FASTENERS NOMINAL MATERIAL Recessed 3-16d box 3 Z"x 0.135" • or 4-1 Od box (3"x 0.128"); or DESCRIPTION a,b OF FASTENER AND LENGTH 8302.14 COMBUSTIBLE INSULATION CLEARANCE: ( )' 2 toe nails on one side and 1 toe 26 Band or rim joist to joist 4-3"x 0.131"nails; or End nail THICKNESS Edges Body of panels luminaires shall be IG-rated I/A/W N1102.4.5 with separation 3-1 Od common(3"x 0.148")• or (inches) from Insulation per listing.6 Rafter or roof truss to plate nail ono opposite side of each rafter ++ � +, (inches) (inches) orches p 9• Z 4-10d box(3"x 0.128"); or PP 4-3 x 14 ga. staples, /6 crown (� ) ( )or truss 8308.4 HAZARDOUS GLAZING LOCATIONS= Tampered 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 20d common(4"x 0.192"); or and adjacent to door panels;within 60 Inches of wet surfaces; LU m V 4-16d box(3%2" x 0.135");or at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. 11 1 3-1 Od 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 J.1-1 �1 Z ' Toe nail 3 6 R30q.1 GARAGE FLOOR SURFACE: Garage floor shall be 5-Inch Z � Q•d- dJ p/ 4-1Od box(3"x 0.128");or 3"x 0.131"nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-Inch per foot toward vehicle - - --I V_ O -1 W 27 Built-up girders and beams,2-inch lumber layers entry doorwa dJ Z W Roof rafters to ridge,valley or hip rafters; or roof rafter 4-3 x 0.131 nails 1 y y• Q- 7 And: Staple 18 ga., /long,/4 crown to minimum 2"ridge beam t „ , 2-20d common 4"x 0.192" • or (finished flooring other than tile) 3 6 R3to EMERGENCY ESCAPE AND RESCUE OPENINGS: It Is the JU O Z d1 Z 3-16d box(3/ x 0.135 ),or ( )' Face nail at ends and at each splice X builder's responsibility to verify that window units supplied by d r O W 2-16d common(3 Y"x 0.162"); or 3-10d box(3"x 0.128");or 1 X long x .121 shank x .375 bead diameter corrosion-resistant the manufacturer comply with the dimensional requirements for Q � > V End nail 3-3"x 0.131"nails 8 8 emergency esc a and rescue openings where required. Q m SlC 3-1 Od box(3"x 0.128"); or (galvanized or stainless steel)roofing nails (for tile finish) 9e yq / <_I Q 3-3"x 0.131"nails 1 „ „ . 1 long,No. 8 x .375 head diameter,ribbed wafer-head screws R311.T 5TAIRWAY5: Interior stairways shall be pre-assembled 0 } X < 4-16d box(3/2 x 0.135 ), or g> 8 8 wood units. The maximum riser height shall be 8-1/4 Inches and N Q Q Wall " +� • for the finish g P supporting 3-16d common 3 ) At each joist or rafter, face nail p plus nosing where Z „ 2$ Ledger stri su ortin oasts or rafters ( � x 0.162 ,or � ) the minimum tread depth shall be Inches, 16d common(3 X x 0.162 ) 24 o.c. face nail 4-1Od box(3 x 0.128 ),or Plywood required. Provide handrolls per Code. Q 8 Stud to stud(not at braced wall panels) l Od box(3"x 0.128"); or 4-3"x 0.131"nails 1 X ring or screw shank nail-minimum 8312.1 GUARD5. Walking surfaces more than 30 Inches above 16"o.c. face nail 2-10d box 3 x 0.128 or 2-8d common 12/ga. (0.099 shank diameter 3 6 rade, and steps leading thereto, shall have guards that X 3"x 0.131"nails ( ); %4 and%6 1 ") g p g g 16d box(31Y2"x 0.135");or 29 Bridging or blocking to joist 1 „ „ „ Each end,toe nail conform to Code. (2/ x 0.131 ),or 2-3 x 0.131 nails Staple 18 ga., %,%6 crown width 2 5 - Stud to stud and abutting studs at intersecting wall12 o.c. face nail 83122 WINDOW FALL PROTECTION. Windows with sills less than 9 corners at braced wall panels) 3"x 0.131" nails SPACING OF FASTENERS 'X32,3 is i 14 ring or screw shank nail-minimum e 24" above finished floor and greater than '72" above grade ( 16d common(3Y2"x 0.162" 16"o.c. face nail /2+ /s, /2 and/ 6 8 shall be protected per Code. ( ) TEM DESCRIPTION NUMBER AND Edges Intermediate 12%ga. (0.099")shank diameter p P ( „ „ 16d common,3 X x 0;162 12"o.c. each edge face nail OF BUILDING ELEMENTS TYPE OF FASTENER ' g )h s(inches) a t9 s 23 s 1 ig ++ 3 6 14 Smoke alarms, rboonoxideE arm and heat detection ( ") „o.c. each g a b'e supports',' 1/ring or screw shank nail-minimumAND 10 Built-up header 2 to 2 header with X spacer) (inches) alarms shall be installed at all locations shown on the plans. 16d box(3 X x 0.135 ) g /2, /, /2 and/ 12/ga. (0.099 )shank diameter Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing ' '"'•'"a•••'"'� A' 5-8d box(2 X" x 0.113");or P g g P g g Staple 16 ga., 1% 6 8 ;. �� +•�(,.`• 'A'• .�,0 see Table R602.3 3 for wood structural panel exterior wall sheathing to wall framing] f 8315 CARBON MONOXIDE ALARMS: Install at all locations 11 Continuous header to stud 4-8d common(2 y x 0.131 ), or Toe nail ( ( ) P g gl Hardboard specified on the plans. 4-1 Od box(3"x 0.128") ++ 0. ++ i `� • '-��' `{• ' �'� Y811 -Y2" 6d common(2 x 113 )nail 6 12f 1 /long ring-grooved underlayment nail 6 6 R31'7 WOOD DECAY PROTECTION: Lumber specified In the plans 16d common(3%2'x 0.162") 16"o.c. face nail 30 (subfloor,wall)' 0.200 4d cement-coated sinker nail 6 6 as pressure preservative- treated (P.T) shall be in / ') ' '. �' ts accordance with AWPA UI for the intended use and location. zT, +'"' 4` C' x r, 12 Top plate to top plate 1 O box 3"x 0.128 or 31 1X2" - 1" 8d common nail 2%"x 0.131 6 121 Staple 18 a., s long(plastic coated 3 6 Fasteners shall be hot-dipped galvanized steel,stainless ( „ )' 12"o.c. face nail „( P g g(P ) steel,silicon bronze, copper or I/2" diameter or greater � ,�� 3 x 0.131 nails IOd common 3 x 0.148 nail;or pp g ( ) Particleboard , . steel bolts. � f.. 32 1 s 1 4 8d 2 X"x 0.131" deformed nail 6 12 ,..•;,K."`„ ( ) l 4d ring-grooved underlayment nail 3 6 OCT 9 X 3 8401.4.1 6EOTEGHNICAL: Footings and foundations shall rest on D�� �V �: � C 2 t 7'21 Other wall sheathing Staple 1$ a., 16 crown 3 6 undisturbed soil with a minimum load-bearing value of 2,000 LJ 8-16d common(3 X"x 0.162");or g p g /long / ; Face nail on each side of end joint „ psf. Visual) graded soils that have this load-bearin value 12-16d box(3%2"x 0.135")• or ++ 1 +, 11/2 galvanized roofing nail, /6 head s 6d ring-grooved underlayment nail 6 10 clude 6W Q GP- ravel and sand ravel;GM s 6G-gsiit and 13 Double top plate splice ' (minimum 24 lap splice length 33 / structural cellulosic fiberboard sheathing 1 „ 3 6 / g y g y 12-10d box(3"x 0.128");or diameter,or 1 crown staple 16 ga., 1 / long Staple 16 a. 1 y long,%crown 3 6 cl e ravel;SW d 5P-sand and ravel sand;5M 4 56-silty each side of end joint) P g � g � � 9 gravely � � 12-3"x 0.131"nails 1 X"galvanized roofing nail, %6"head i 5 6d ring-grooved underlayment nail 6 10 durinc excavation at on shall be excavated and sand. Unsuitable Subsoil are laced In situ Q t- 34 2%2"structural cellulosic fiberboard sheathing diameter,or 1"crown staple 16 ga., 1 X" long3 6 /' / s s with /4° crushed stone to a minimum depth of 8 Inches or ROSE. O 0 13 Staple 16 ga., 1 /long, /crown 3 6 p I- 16d common(3 1Y2'x 0.162") 16"o.c. face nail 1 „ d 11/2' galvanized roofing nail; staple galvanized, 84022 CONCRETE: Basement walls,foundation walls,exterior O '`t 14 Bottom plate a joist,rim joist,band joist or i 35 / gypsum sheathing 1 Y"loin 1 X" screws Type W or S 7 7 walls and other vertical concrete work exposed to the O �j r 16d box 3 g> YP For SI: 1 inch=25.4 mm. weather shall be air entrained stone concrete with a minimum n � blocking(not at braced wall panels) ( /z x 0.135 ),or 12"o.c. face nail 5 d 1 %4" galvanized roofing nail; staple galvanized compressive strength of f'c,=3,000 psi at 28 days. Porches, Q IL O _ 3"x 0.131"nails 36 / gypsum sheathing 5 ,+ 5 ++ 7 7 slabs and ste s e osed to the weather,and ars e ( 1 " ");or 3 each 16"o.c. face nail 1 / long; 1 / screws,Type W or S a. Nail is a general description and shall be permitted to be T-head,modified round head or round head. rp p xP 9 g O � m Bottom late to 'oast rim oast band 'oast or 3-16d box 3/ x 0.135 floor slabs shall be air entrained stone concrete with a NO J b. Staples shall have a minimum crown width of 16-inch on diameter except a 13 15 p J J 2-16d common(2 X"x 0.162");or 2 each 16"o.c. face nail Wood structural panels,combination subfloor underlayment to framing P p s noted. minimum compressive strength of f'o=3,500 psi at 28 days. 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. 13 v 4-3"x 0.131"nails 4 each 16"o.c. face nail 6d deformed(2"x 0.120")nail;or Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. R403.1.4.I FROST PROTECTION: Exterior footingsand foundations O m 37 %4"and less 8d common(2%"x 0.131")nail 6 12 P P PP systems shall extend below the frost line, i.e.,to a minimum p Y Y 4-8d box(2%"x 0.113");or d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 3'-0" below finished grade. V _ 3-16d box(3Y2" x 0.135");or „ - 8d common(2%"x 0.131")nail;or e. For 5-ply panels,intermediate nails shall be spaced not more than 12 inches on center each way. 38 / 1 8d deformed 21 " 6 12 R404.1.1 BACKFILL: Backfill shall not be placed against O 13 Z 4-8d common(2%"x 0.131");or Toe nail ( / x 0.120 )nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minimum of 7 days. Brace top ,- .�- 4-10d box(3"x 0.128");or 1 O 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%" - 1 1/4" 1 „ 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using O - () 16 Top or bottom plate to stud [- O 8d deformed(2 x 0.120 )nail R502.1 WOOD FLOOR FRAMING: Load bearing dimension lumber Q the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer - Y IL 3-16d box(3Y2"x 0.135"); or h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336,Category C. lumber (LVL)shall have a minimum Fb=3,100 psi and modulus < w < Z 2-16d common(3 X"x 0.162");or End nail For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. E=2.0 x 10"6. w • 3-10d box 3"x 0.128" or lu < fY Z ( )� 8602 WOOD WALL FRAMING: Load bearing dimension lumber shall Q Q 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 be Douglas fir-larch No. 2 or better. Studs shall be a minimum 31 !1✓ 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. < _ 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 WALL SHEATHING USED TO RESIST WIND PRESSURESa,b,c " Q t� ( ) g g 8'702.3 GYPSUM BOARD: All Interior wails to be covered with 1�i �- 17 Top plates,laps at corners and intersections 2-16d common 3 %2"x 0.162" • or Face nail N ( ): ksi for shank diameters of 0.142 inch or less. gypsum board;taped,sparkled and painted;unless otherwise . La _ (V 3-3"x 0.131"nails noted on plans. b. Staples are 16 gage wire and have a minimum /6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN V W 3-8d box 2 y"x 0.113" MINIMUM WOOD MAXIMUM PANEL NAIL c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 4 inches s r t ( ),or P pp s p e 8 c e o greater. MINIMUM NAIL NOMINAL WIND SPEED V„lt 8703.3 SIDING. Exterior wall covering shall be vinyl siding tested � � ( ) d. Four-foot b 8-foot or 4-foot b 9-foot panels shall be applied vertical) STRUCTURAL WALL STUD SPACING by the manufacturer for use In high-wind regions and installed --a O O 2-8d common 2%"x 0.131" • or Y Y P PP • Y• PANEL (mph) O w 18 1"brace to each stud and plate 2-lOd box 3"x 0.128" or Face nail e. S aein of fasteners not included in this table shall be based on Table 8602.3 2 . PANEL SPAN SPACING with fasteners In strict accordance with the manufacturer's IL = DC ( )' Spacing O Penetration THICKNESS Edges Field Wind exposure category Instructions for high-wind regions. Use stainless steel nails for IL P- RATING inches g P g rY d 2 staples 1 3/" f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 Size inches ( ) fastening vinyl siding on buildings located within 3,000 feet of P (inches) (inches) (inches o.c. inches o.c. t�>r d) inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less ) ( ) B C D the ocean line. O 3-8d box(2Y2" 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 8802.1 WOOD ROOF FRAMING, Load bearing dimension lumber O m 19 1"x 6" sheathing to each bearing 2-8d common(21/2'x 0.131");or less than 140 mph. (2.0 x 0.113 ) for rafters, trusses,roof beams and ceiling joists shall be -I g g 2-10d box(3 x 0.128 ),or Face nail Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard Douglas fir-larch No. 2 or better. g• YP g 8d Common 16 6 12 170 140 135 2 staples, V crown, 16 ga., 1 X" loin sheathing shall conform to ASTM C 208. 1.75 24/16 %6 g g (2.5"x 0.131") 24 6 12 140 115 110 8806 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 requiod minimum net free ventilating area of X50 of the area of the DATE: FEBRUARY 2021 3-8d box(2/2"x 0.113");or blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges vented space within the soffit. Attic Is unvented. 3-8d common(2 y"x 0.131"); or supported b framing members and required blocking. Blocking of roof or floor sheathing panel edges e endicular to For SI: 1 inch=25.4 mm, 1 mile per hour=0.447 m/s. Rg052 ASPHALT SHINGLES: Asphalt strip shingle wrappers shall 3-10d box 3"x 0.128" • or PP Y g q g g g P g PrP p ( )' the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be be labeled to indicate compliance with ASTM D-1158 Glass 6 NOTES 3 staples, V crown, 16 ga., 1 X" 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,or ASTM 0-3161 Glass F,and shall be fastened In ,+ „ inches on center shall be applied with panel strength axis perpendicular to supports. accordance with the manufacturer's Instructions to achieve 20 1 x 8 and wider sheathing to each bearing Wider than V x 8" Face nail i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on PP P g PrP PP that rating. Use a minimum of six nails per strip shingle. Use „ one side of the rafter and toenails from the ceiling joist to top plate in accordance with this schedule. The toe nail or. b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 3,000 feet of 4-8d box(2 Y x 0.113 ),or 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%2"x 0.131" ;or j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. P P g permitted as an alternate to panels with a 24/0 R10062 AIR SUPPLY: All combustion air for factory-built ( ) c. Wood structural panels with span ratings Wall-16 or Wall-24 shall be e 3-10d box(3"x 0.128"); or span rating. Plywood siding rated 16 o.c. or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be provided from the exterior of the dwelling 4 staples, 1"crown, 16 ga., 13/4"long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. in accordance with the UL listing. A ====7 THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING JOIST DETAILS Plate nail-16d(0.135"x 3Y")at Load bearing or braced/shear wall above(must stack over wall below) Load bearing or braced/shear wall above l2"on-center g Plate nail, 16d(0.135"x 3 Y") Plate nail, 16d(0.135 x 3 Y2") /Blocking panel: 1Ya"TJ®Rim Board,1 (must stack over wall below when present) ALLOWABLE HOLES - TJI® Joists N at 16"on-center When sheathing thickness exceeds/a , 2x_stud wall at Floor panel nail- g p No load bearing at 16"on-center " �Ya"TimberStrand® LSL or TJI®joist. g Z Z trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2Y2")at 6 on-center j 1Y"hole may be cut Blocking panel: 1 Web stiffener " wall above Min.distance from Table A Min.distance from Table B an here in web out- O ® Plate nail-16d 0.135"x 3Yz anyw, 0 1Ys"TJ Rircl Board,1/a" required on both ( ) Web stiffeners required on 2x4 minimum Web stiffeners Blocking panel: Do NOT side of hatched zone V TimberStrand© LSL or at 16"on-center" lh"TJ®Rim Board, cut or notch flange. sides at A2W ONLY Sheathing both sides at A3.4W ONLY squash blocks required each side 1 g • IWY TJI®joist Floor panel nail Tim - 8d(0.131"x 2Y2")at 6"on boundary nails, at B3W ONLY or TJIjoist rStrand® LSL 8d(0.131"x 2Y")a 1Y4"TimberStrand® Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. 16 requiretd on both 6 O •• O 6' o Q nail each side at A3._W B1 B1W V W Toe nail, Toe nail, Toe nail- on- enter" ; Sides Of both joist 6" L+ 2 x Di D, Closely grouped round LZ 2 x L2 D2 6" 6" ' 1Y"TJ®Rim Board(A3/A3W When sheathing x 3")at 6"on-center ends at 84W ONLY No field cut minimum holes are permitted if minimum No field cut Do not cur � � 10d(0.131"x 3") 10d(0.131 x 3") TJ Is rim joist only)or thickness exceeds%a", 12" Web stiffeners required DO NOT holes In (applies to all holes the group perimeter holes In holes larger min. End of joists at hatched meets requirements for hatched + LL at 6"on-center at 6"on-center 1Ya"TimberStrand® LSL. trim sheathing tongue 3 „ on both sides at BIW cur holes to cantilever except knockouts) q than cantilever rn For nm board thicker than 1/a centerline zonas round or square holes. zones cantilever TJI®rim joist at rim board and B2W ONLY retnforcemenr. q O Web stiffener Toe nail-10d(0.131"x 3") -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support W Table A - End Support w required on both Must have 1314"minimum at 6"on-center* Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels may be required pp sides at Al W ONLY joist bearingat ends. Attach * support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe B2 B2W Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support Z N se A3 A3.1ppP g nail from side of arallel closure into rim board. walls above or below-see detail B1 B4B4W O O rim joist per A3 detail. P below-see detail B1 JOIST Us ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE *For additional installations specifications see Rim Board A3.4 A3.4�k DEPTH - N *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 tA3.2 tA3.3 p O O r 3' a" s' 6-0 r s'/e" 11" 13 z" 3" a•• 5• sY" r' e�/" 1r 13" O O Nail through 2x-cantilever,wood backer and N V Details and Installation in Weyerhaeuserlnstallation Guide 110 r-o~ r-s~ r-o" 3'-0^ F-o^ r-o~ r-s^ z'-s° 3'-6" a'-s" � N ty 1%"TJ®Rim Board or 1Y"TimberStrandm LSL. Blocking TJI®joist web with 2 rows 10d(0.148"x 3") 210 1'-0" 1'-6" 2'-6" T-0" 5'-6•' 1'-0" 2'-0" z'-6" a'-o" 5'-0" < i Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-900t. 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. 9Y." 230 1•-6" 2'-0" 2'-6" 3'-6^ 5'-6" V-0" 2'-0" T-0" 4-6" F-0" Q N IN O - top and bottom flange.Nail to blocking panel Use 16d(0.135"x 3Y")nails with 3Y"TJI® iso 1'-6" T-0'• T-0" 4'-0" 6'-0" 1'-6" 2'-6" T-6" 5'-0" S-6" with connections equivalent to floor panel joist flange widths. 560 r-6" 2'-s" 3--s" 5'-0" T-0" 7-0" T-0~ 4'-0" 5'-6" s'-0" - ® - 110 1'0" 1'-0" 1'-6" 2'-0" 2'-6" 3'-0" 5'•6" 1'-0" 1'-6" 2'-0" 2'-6" 4'-6" 5'-0" 6'-0" # 6'-0"length of TJI joist 8"diameter maximum hole for 11 a" lYa"TJ®Rim Board 1Y"TimberStrand® schedule. z10 r-o" r-s^ r-o° r-o^ 3'-0^ 3'-s^ s'-o" r-o° r-s^ r-s" 3'-0^ s'-o^ 5'-6^ s'-6^ _ reinforcement and filler 16"deep blocking panels;6"diameter 11/ 230 r-0" r-6" 2•-0" 2'-s" T-0" T-6" 6'-6" r-o" r-o" 2'-s" T-s" s'-s" 5'-s^ T-o^ 4'-0"length of block. Use 4'-0"length maximum for blocking panels 9Y2"deep LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist '" 9 8"diameter maximum hole for 11/"- 9 one each at top and bottom flange. with one 8d(0.131"x 2Y2") 360 r-s" 2'-0" T-0" T-6" 4'-6" F-0" T-0" 1'-6" 2•-6' T-s" 4'-6" 6'-6" 6'-6" T-6" a (1 3/a"reinforcement on 16"deep blocking panels;6"diameter with 912"and 11%"TJI® or shorter than 12"long. F1 applies to 560 r-s" 2'-6" T-0~ a'-0^ F-s" F-0^ 8'.0" 2'-6^ T-6~ a'-s" F-6^ T-o" T-6• 8'-0~ �--1 8"diameter maximum hole for 11 one side at E2,both " joists. Do not cut flanges. Attach reinforcement to joist nail at each comer „- maximum for blocking panels 9Y2 j 1 110 r-0" r-0" r-o" r-o" r-6" 2'-0" T-0" s'-6" 1'-0" r-0" r-6" 2'-0^ T-6" 4'-0" e'-0" 8'-0" Web stiffeners /a 16"deep blocking panels;6" sides at E3 with one 8d(0.131"x 2/2) Horizontal blocking uniform) deep or shorter than 12"long. � nail at each comer g Y z10 r-o" r-o" r-o° r-s~ 2'-0~ 2•-s^ 3'-s° s'-o" r-°° r-o^ r-o" 2'-s" a'-o° a'-s~ s'-s^ 8'-6° Load from above required on both diameter maximum for blocking Do not cut flanges. IV'TJ Rim Board 1Y4" panels between each loaded joists 14" 230 1'-0^ 1'-0" r-o° r-s^ r-s" r-s° 4'-0° T-o° 1'-a' r-0~ 7-0" T-0" 4'-0~ 6-0" T-o" 9'-0" ,^ sides at E1 W ONLY panels 9Y"deep or shorter than TimberStrand®LSL.Nail with joist. Nail to top plate with P only, iso 1'-0" 1'-0" 1'-s" 2'-6^ T.6" 4'-0" 5'-6" V-0^ 1'-0" 1'-6" T-s" 4'-0" s'-o" e'-6^ 8'-0" 9'-s" v ) 12"long. 10d(0.131"x 3")nails,one 12"length of 3/4" connections equivalent to Wood tk v� 560 r-0" r-0" 2'-0" T.0" 4'-6" F-O" 6'-6" 9'-0" r-s~ 3'-0^ 4'-0" F-o" T-0" T-6" 9'-0" 10'-0" - Yi6"-, Do not cut flanges. 1Y"TJ®Rim Board or IX" each at top and bottom flange. reinforcement on floor panel schedule. backer �0'. 4e, o:C0 z10 1.4. no^ r-0^ 1•-0" 1'-0^ 1'-6° 2'-6" T.6" 6 0 r-a' 1'-0" r-o" 2•-0^ T-0" T-6° 6'-6" 8'-0" 11'-0" O 230 TimberStrand® LSL.Nail with one side at E5, 12"length of 3/" <�tne ec ca����oaa5 16 iso 1'-0" 1'0" 1'-0" 1'-0" 2=6" 2'-6" 4'-6" 6=6" 9'0" 1=0" 1'-0" 1=6" 3'-0" 5'-0" 5'6" 9'-0" 10'0" 11'-6" 10d(0.131"x 3")nails,one Attach reinforcement to both sides at E6 112 e� & reinforcement on one side <�� \40 5so 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-0" F-0" T-6" 10'-0" 1'0" 2'-0" T-0" 4'-6" F-6" T-0" 10'-0" 1r-0" 12'-0" . each at top and bottom flange. joist web with 3 rows Full depth vertical oat tit at\ I at E7,both sides at E8 F1 egg - • 10d(0.148' x 3")nails at 6'• blocking between � a•' S" s" 7•• s•' 10" 1z" 15" 17" a" 5•• s•' N66 M 1z" 1s" 1T• Attach reinforcement On-center,clinched.Use 2 each joist iso 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 5'-6" 10'-0" 1'0" 1•-6" 3'-0" 11'-0" 13'-6" 2x4 mum 0 O O Less than 5" 18' to joist flange with 2' to rows with 9Y2 and 11%" Less than 5" E7 E8 560 r-o^ r-o^ r-0^ 1'-0^ z'-o° a'-s^ T-o° 1r-o^ 2'-0^ 3•-s" s'-o° 1z'-o^ 1a'-s~ squash blocks p^ 8d(0.131"x 2Y2")nails at 6" a+`� TJ Is joists. 360 r-o• 1-0° 1'-0° r-0" r-0~ 2'-0" a'-0" T-o~ 10'-6" 1'-0° 1'-0^ V.6" a'-o° 15'-6° OOOGap*: WEB STIFFENER ATTACHMENT 20 560 r-o" r-o" 1-0" 1•0~ r-o~ 2'-0" 4'-s" s'-o" 13'-0' 14'-6° 16-0^ IV'TJe Rim Board or �� on-center.When reinforcing E5 E6 L / CS Use 2x4 minimum squash blocks to 1Ya"TimberStrand® LSL. Face grain �a� both sides,stagger nails. O 3"minimum Table B - Intermediate or Cantilever Support o horizontal E4 " ® 2/ maximum pp transfer load around TJI°joist E1 E1 W Nail with 10d(0.131 x 3") E2 E3 Not for use with 3/2 TJI joist flange widths 1" Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support nails,one each at top and (1Y"for TJI® Nailing: 9 pport bottom flange. Option#1: 560,560D) See sizes below. JOIST TJI ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subf/oor TJI®joist blocking with end Web stiffener both sides. DEPTH 2 r3" 4" 5" 6Y2" 7" e''/," 11" 13" 2•' 3" a" 5" 6Y" T' s% 11" 13'• adhesive to all blocks installed at Y joist-span 110 2'-0" r-s° 3'-6^ 4•-s~ T-s" r-6" 7-6" T-6" 5'-6^ 6•-6• Flush bearing plate required. Structural exterior sheathin locations usingSee sizes below. *elow,point load from above,and no support g contact surfaces below,install web stiffener tight to top flange 9�" 210 2'-0" 2'-6" 3'-6" 5'-0" 8'-0" 2'-0" 3'-0" 4'-0" 6'-6" 7'-6" Hanger height must Double TJI®Joist Filler Block: Hanger Backer Block: Install tight Maximum Ya"overhang two 8d(0.113"x 2Y") Tight fit* 230 2'-6" T-0" 4'-0" 5'-6" 8'-6" 2'-0" T-6" 4'-6" 6'-6" T-6" be a minimum of 60% Flashing 9 (gap at bottom flange) Attach per the table.Clinch to top flange(tight to bottom permitted at beam. nails or iso 3'-0^ a'-o" s'-s^ 6'-6° s•-o" 3'-0° a'-s• 5'-s" r-s^ e'-o^ of foist depth nails when possible. flange with face mount hangers). Spay 2%"screws, Depth Minimum Web Nailing Requirements 560 T-6" F-0" 6'-0" 7'-6" 10'-0^ 4'-0" F-6" 6'-6" 6'-0" 9'-0" Clinch nails when possible. Treated 2x_ o0e� TJI®Joist Series Number Nails 110 r-o" r-0" V-6" 2'-6• 4'.0" 4'-6" 8'-6^ r-0" r-6^ p ' ledger �1 a� typical (in.) Stiffener Size Type g f� End Intermediate 210 1'-0" 1'-0" 2'-0" 3'-0" 4'-6" F-0" 9'0" 1'0" T-0" 3'0" 4'-6" 8'-0" 8'-0" 10'.0" `. : See fastener s 5 I„ 117/8" 230 1'-0" 2'-0" 2'-6" 3'-6" 5'-0" 5'-6" 10'-0^ r-0" 2'-6" 3'-6" F-0" 8'-6" 9'-0" 10'-6" 1 „ 1 1 10 All 1 X 2 16" 360 2'-0" T-0^ 4'-0" F-6" T-0" T-6" 11'-0~ 2'-0" T-s" T-0" T-0" 9'-6" 9'-6" 11'0~ r'••r 1/a TJ®Rim Board or 1/a" 210 All /a x 2/6 table below.Maintain 3 �� s •c+, 8d Top mount 2"distance(minimum)from TimberStrand® LSL. Option#2: 230&360 All 7/"x 25/6'(" (0.113"x 212") 3 3 110 1-0~560 11-6" 3'0" 1=0" 1=0" 2=0" 2'-6" 14'-6" 6'-6" 1'0" 1=0" 11'4' 2'-6" 15'0" '6'0" '9'.0" 12'-0" hanger edge of ledger to fastener. 1 2x strapping installed at/ 16d 210 r-o" r0" r-o° r-o° z'-s^ 3'-0" s-s" s'-6" r-o" r-o° r-o° 3'-s° s'-o" 7'-0° 10'-0" 13•-0~ Face mount Backer block joist-span locations using two 2 560 All 2x4'2' i 1a" 230 r-0^ r-0" r-0" 7-0~ T.6" 4'-0^ 6'-0^ 10'-6" r-0" 1'-0" r-s" 4'-0" 6'-6" T-6" 1 r-o" 13'-6" Allowable Load lbs (0.135"X 3/2") 360 1'.0" 1'-0" 2'-0" T-6" 5'-6" V-0" 8'-6" 12'-6" 1'-0" 2'-0" 4'.0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" hanger both sides of web Yz"screws per joist,typical 9 ® Fastener 1Y4"TimberStrand® 1y"TJ®Rim Board 18" 4 4 560 1'-0" 1'-0" 1'-6" T-6" F-6" 6'-6" 9'-6~ 13'-6" 1'-0" T-0" 5•-0" T-0" 10'-0" 11'-0" 13'-6" 15'-0" with single TJI joist LSL rim board 560D 201 2x4'2' 16d 5 5 210 1'-0" 1'-0" 1'-0•' 1'-0" 1'-0" 1'-0" T.6" 6'-0" 10'-0" 1'-0" 1'-0" 1•-0" 1'-6•' 4'-6" 5'-6" 10'-0~ 12'-6- W-0- Web #3: Web stiffeners required if sides of Yz"lag bolt 610 480 Direct) applied ceiling 22"'3) (0.135"x 3Y") 6 11 16" 230 r-o^ r-o^ r-0" r-o' r-6" 7-0" 4'-0" 6'-6" 1 r-0" r-0" r-0" r-0" z'-s" F-o^ 6'-0" 10'-6" 13'-6^ 11--6- hanger top mount hangers,backer block required only y Pp g ,3, 3so r-o" r-o^ r-o" r-o° 3'-0~ a'-o^ s'-s^ 10'-0" 13'-F' r-o" r-o" 2'-0^ a'-o" r-s" 8'-s" 13•-0^ 1a'-s^ n'-o^ H1 hanger do not laterally support at HZ H3 24" 6 13 3 ® for downward loads exceeding 250 lbs or for uplift • Corrosion-resistant fasteners required for wet-service applications. P61 When specified on the layout, one of W 560 1'-0" 1'-0" 1'-0" 1'-0" T-6" T-6" 7'-0" 1r-0" 15'-0" 1•-0" 1'-0" 3'-6" 5'-6" 9'-0" 10'-0" 14'-6" 16'-0" 18'-0" least/"of TJI joist top flange LA p y 7 O 1 PS1 or PS2 sheathin conditions. For Halling requirements see page 5,TJ- O ( ) g,face grain vertical the bracing options above is required 2 Construction rade or better 4" 5" 6" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 17•• --�• ` ` 9001,Weyerhaeuser installation Guide for Floor and (3)Web stiffeners are always required for 22"and 24"TJI®560D Joists 360 1'-0" 1-o" 1'-0' 1'-s" 3'-0" s'-0" s'-o" 15'-0" 1'-0" 1'-s" 4'-0" 6'-s" 9'-0" 14'-6" 16'-6" Roof Framing, TJ-9001. q 18" 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 6'-0" 10'-0" 16'-6" 1'-0" T-6" 6'-0" 8'-6" 11'-6" 16'-6" 18'-0" FASTENING of FLOOR PANELS 360= r-0" V-o" r-o° 1'-0• r-o" 3'-0^ 6'-0-11'r-O' 16-6" r-0" r-o" r-6" 4'-0" T-0" 12'-s^ 16'-6^ 19'-0" 2r-0" BEAM DETAILS Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 20" 560 1'-0" 1'-0" 1'-0" 0" 1'-0" 6" 5'-6" 12'-0" 16'-0" 1'-0" 1'-0" 3'-0" 6'-0" 8'-6" 14'-0" 1T-6' 19'-6" 2D'-6" I J- O TJI®(+)(2) Rim Board 1y2" TJV1 Joists 110 210 230 or 360 560 Rectangular holes based on measurement oflongest side. LU ® TimberStrand®LSL Microllam® Parallam® 1 + + • Leave Y"of web minimum at to and bottom of hole. DO NOT cut joist flanges. V LU m Nail Size 110,210, 360 and Ye"TJ Ri 1Ya' 9/"or 9/z"or 14"or g/ or 14"or 18"or 14"or 18"or (minimum) p 1 9 11.1 Z BEARING FOR DOOR BEAM E BEAM BEARING AT and 230 560 Board TimberStrand®LSL or wider LVL PSL Depth 11%" 141' 11U88„ 16" 11 Ye, 16" 20" 117/8,. 16" 20" • Tables are based on uniform load tables in current design literature. Z Z d d) Z )L/ BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL 8d(0.113"x 2Y2'"),8d(0.131"x 2Y2") 4" Y 6" 4" 3" 3" 3" Filler Block(11 2x6+3/" 2x8+a" 2x6+%" 2x8+Y" 2x12+Y2^ Two Two Two - - _J�' Q--1 W 1 2x6 2x8 • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located m _ 1/a"TJ®Rim Board or Strap per code if top plate (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 d� Z1�L ® 10d(0.148"x 3"),12d(0.148"x 3Ya") 3 s 6" 4" 4" 4" 4" at the center of the foist span provided that no other holes occur In the joist. p �(��) `)''" '� Z 1Y4"TimberStrand LSL or Is not continuous over Cantilever 2x6 2x10 2x6+3/" 2x10+3/" 2x6+Y" 2x10+Yz' r O - header 16d(0.162"x 3Y2") 6" 6" a a 8" 6' Not O�- bloCkingforlateralsupport s Filler long long sheathing sheathing sheathing sheathing applicable Not applicable ALLOWABLE HOLES - Headers and Beams Z LU OL (1)Stagger nails when using 4"on-center spacing and maintain 1 /e'joist and panel edge distance.One row of fasteners is permitted(wo at abutting (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long Z 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 0- > J Strap per Code if to blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI ®joists. ( 5/"or 3/" 3/,"or%" r/"or 1"Net 2x6 72x82x12 -_I P P P Detail F1late is not Continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least 1/'and staggered. f() P •' (3)With 10d(0.148"x 1'/z"}nails,spacing can be reduced to 3"on-center for light gauge steel straps. or H2) 2 x diameter of the ri Q over column l (1 !f necessary,increase filler and backer block height for face mount han ers and maintain Y8"gap at top of joist;see detail W.Fillerand backer largest hole minimum O > 4 Top mount 4 Can be reduced to 4"on-center If nail penetration into the narrow edge Is no more than 1 /"(to avoidsplitting). f g 9 (minimum) -^ CS ( ) P 9 bock dimensions should accomodate required nailing without splitting(12 minimum for backer blocks and 24"min/mum for filler blocks). v , < CS 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). %depth [� 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 .Z Q hanger wood from direct recommendations listed above. 4 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. 0 0 ■Nailing rows must be offset at least Y2"and staggered. 0 0 0 0 0 1.55 E TimberStrand®LSL Z literature for framing connectors ■14 ga.staples may be substituted for 8d(0.113"x 2Y")nails if minimum penetration of 1"into the TJI®joist or rim board is achieved. ■Maximum nails spacing for TJI®joists is 18"on-center. Joists must be laterally supported at Header or Beam Maximum Round P g 1 cantilever and end bearings by blocking 9y4"-9Y2" /e Depth Hole Size (� Multiple-Member Connections for Top-Loaded Beams panels,hangers,or direct tattachmentto J� p p ® • a rim board or rim joist. 8" 11Ya"-11'/a" 35/" Fastener Installation Requirements TJI joist framing does not O 14"-16" 48/8" Piece #of Fastener require bridging or mid-span El General Notes See illustration for allowed hoie zone t ^�s.�•r�!e�e.Tpr 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 • +l e; ' . 1'` r uniform and/or concentrated loads anywhere along the member. ,",,."•' "••►• . I G'A'+' ;r . , tr ms's sides,sta er fasteners on the second � 1=rr �t e Round holes 2i 99 • No holes In headers or beams in plank orientation. <y,; ;f,, BEARING AT 10d nails 3" 3 12" side so they fall halfway between y i 1(° +a.�-� ' `}{{•' f*� 2 12d-16d nails 31/4" 2 One side �11f���111YYP"" l �9 COLUMN fasteners on the first side. Screws 3Y8'or3Y2" 2 24" H2 Other Trus Joist® Headers and Beams , ',' 10d nails 3" 3'21 DO NOT bevel cut joist Al 1• •/ , a k^. Rim board joint i i .f✓ -a'' ' / ' (2 12" Both sides beyond inside face of wall. j Microllam® LVL B .• y l•. '"?` ' r;'as 3 12d-16d nails 3Ya' 2 E2 between joists DO NOToverhang seat cuts 1.3E TimberStrand® and Paraltam®PSL ��. ' '� � °f` l.z 1"^ •'•.'�' 13/" 3%a'or 3Yz" Both sides Load must be applied even) across A3._ on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y3 depth f,,};.'_+ R 4 s�'�.• face ofsupport member. largest hole(minimum) %.�;.< ( t•. ,.• Screws 2 24° pp y ,�- •,,•" 5" One side entire beam width.Otherwise,use " Verifycolumn capacity (3> (2, connections for side-loaded beams. of NOT cut,notch beamor ) IP Y 10d nails 3" 3 One side holes to headers or beams and beam bearing (3i Z 12" (per ply) except as indicated in � 1.1V RED OCT 2 6 2021 L5 length.See current 4 12d-16d nails 3 y" 2 d o 0 o Illustrations and tables. Weyerhaeuser literature. Screws 5"or 6" 2 24" Both sides Multiple pieces can be nailed or bolted together to CS ° 0 0 • 6 3/a° One side L6 form a header or beam of the required size,up to a TJI®rim joist Microllam® LVL and Other Tuts Joist®Beams (� 5"or 6" Both sides maximum width of 7" 1Y8"TJ®Rim Board or 1y" Parallam®PSL Header or Beam Maximum Round -•t L3 TimberStrand® LSL. allowed hole zone Depth Hole Size III- 3y2" Screws 6 3/4, 2 24 One side A2 middle Y span 4%" 3Yz" Y2"bolts 8" 2 24" - 5Y" (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPTM'. B1 L1 d 1.3E TimberStrand®LSL allowed hole zone d 7%%20" 2" Q �j COLUMND ETAI L�� (2)An additional row of nails is required with depths of 14"or greater. H1INLJ_NL See illustration for Allowed Hole Zone r (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 0 Q Ti B2 I� m Allowed hole zone suitable for headers and beams with uniform loads only. Z O • Round holes only O O (f1 BEAM N NAILING AT BEARING FLOOR L5 No holes in cantilevers. dS COLUMN CAP TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist B3 • No holes in headers or beams in plank orientation. t'•- 1 ® (Load bearing wall above) "yam ._V_ - 1/s"TJ Rim Board or 1Y4"TimberStrand® LSL. One 10d(0.128"x 3") Joist may be shifted up to 3"if P Use B1 Or B2 at � } B4 gWARNING v �- floor panel edge is supported O intermediate bearings One 8d(0.113"x 2Y") nail into each flange and span rating is not exceeded. � nail each side. Drive Do not cut joist flanges, with load bearing or Joists are unstable until braced laterally O 1 IL It braced/shear wall O nails 1 "f angle at Plumbing Drop Bracing Includes: - (� least 1Y"from end. from above ua � IL P 1 9 g Strut Lines IK End of joists � -1L LL 2 Blocking • Sheathin at • Hangers • Rim Board • Rim Joist �--� 3Y2"minimum of support centerline L2 W 5 D_ )1�1 Z COLUMN BASE 3 =, intermediate bearing Also see detail B2 T 1/ minimum end bearing g � _ _ single-family applications 51/"may be required for maximum Q � � Shear transfer.Connections equivalent capacity O _ to floor panel nailing schedule • ��, d f X i- < OL Rim to TJI®Joist ° ° DO NOT walk on joists DO NOT walk on joists DO NOT stack building Y•.moi:.»� ' TJI®560 rim joist:Toe ° until braced. that are lying flat. materials on unsheathed :•.�,:�,�:�„ 1/s"TJ'el Rim Board, Additional joist is required if lYa"TimberStrand# LSL or nail with 10d(0.128"x 3") floor panel edge is unsupported L4 ° INJURY MAY RESULT. joists. Stack only over V W - TJI®110 rim joist: nails,one each side of or if span rating is exceeded. O �• •,. Exterior Deck WARNING NOTES: beams or walls. Y- P2 One 10d(0.131"x 3")nail TJI®joist flange TJ Is 560 : . • ° ° LA DO NOT usesawn Lack of proper bracing during construction can result in serious O tL 0 =q Attachment W 0� into each flange floor joist /umber for rim accidents.Observe the followingguidelines: ISL ® a Structural board or blocking, g 2 TJI 210,230,and 360 rim INSTALLATION TIPS O g� 1.All blockin han hangers,rim boards and rim joists at the end supports of the TJI e j ' U F- • .�.• sheathing 9. 9 j pp Joists must be completely installed and properly nailed. 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 r COLUMN BASE 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. Q 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 m Top View O joist.Without this bracing, Locate rim board joint between joists. Safety bracing(1x4 engineered/umber. j g,buckling sideways or rollover is highly probable under light construction loads-such as a � •Squash blocks and blocking panels carry stacked Protect untreated wood ° minimum)at 8'on-center(6' worker or one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details 61 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJI® 110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. ®' O H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. of a TJI joist(with web stiffeners)is not a substitute concrete iY"knockouts at extended to a braced end wall, i. 6.The flanges must remain straight within 1/2"from true alignment. 1Y"TJ®Rim Board or 1%" for squash blocks or blocking panels. approximately Fasten at each joist with ":>>,":•w::, '; .' TimberStrands LSL. 12"on-center two 8d(0.113"x 212")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&y.com/inform. Optional plumbing or HVAC. P3 non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or of wall or beam I-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. IL February 2014 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJIJoistInstallation Guide, TJ-9006, which should be referenced for additional information. -