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Home My WebLink About45906-Z }��Si1FfOt,�co k Town of Southold 8/28/2022 a y� P.O.Box 1179 c 53095 Main Rd o r� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43376 Date: 8/28/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 3055 Stanley Rd.,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-8-69 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. 45906 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-21-0046 7/20/2022 ELECTRICAL CERTIFICATE NO. 45906 7/21/2022 PLUMBERS CERTIFICATION DATED 3/22/21 &6/1/22 Ch Sander tho 'z 0 gnature �o�SOFFntK�o TOWN OF SOUTHOLD aye BUILDING DEPARTMENT y s TOWN CLERK'S OFFICE oy • �� SOUTHOLD, NY �pl 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#: 45906 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#15) At premises located at: 3055 Stanley Rd., Mattituck SCTM #473889 Sec/Block/Lot# 106.-8-69 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 Building nspector pF SOUr�,olo - Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �e sean.devlin0-)town.southold.ny.Lis Southold,NY 11971-0959 Q�yOUN'iV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Zenith Property Group LLC Address: 3055 Stanley Rd city:Mattituck st: NY zip: 11952 Building Permit* 45906 Section: 106 Block: 8 Lot: 69 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Fntractor:77 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 60 Ceiling Fixtures 23 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 Dual Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt G2S Emergency FixturesTime Clocks Disconnect 1 Switches 40 4'LED Exit Fixtures Pump 11 Other Equipment: Fridge, Dual Fuel Oven, Hood, Mini Fridge, Micro, DW, W/D, 200A Panel 40 /28 Use Notes: New Two Story Unfinished Basement Inspector Signature: Date: July 21, 2022 S.Devlin-Cert Electrical Compliance Form Lot #15 Town Hatt Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APR 2 2021 i -JE ERTIFI.CA.T:I.O,N i Date: 3/22/2021 1 { 1 Building.Permit No. 45906. 3 Owner: John Popovitch (Please.print) Chuck Sanders., . . Plumb Tech Plumber:..,. .....:..:..:.........:...::.:.::,:.:...:.............:.. :.::.._.. ..:;.::.....:. .:. .... (Please print) i a i I certify that the solder used in the water supply-system containslessthan 2/10 of 1% lead. i i i 'Plumbers ) ...... :.. . .. Si' attire Sworn to before me this i day of 1^liY 1 20c2— \\�`� NC E N T p / N0T,q'••9<, 9� Np 0Qjj 1 Pq@ CO �5 N;' 05M?�Xp TV Notary_Public, �(1�/.v.lG�---Cuvty ',e �� e�Qq. Q"�V 1? I a a 1 • Y is Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box.1179 �✓ Southold,NY 11971-0959 �` orrj . BUILDING DEPARTMENT TOWN OF SOUTHOLD CE_I2TIFICAT IO.N -Date: Building Permit No. s 1 Owner: 3\' q �— (Please print) �.:;::....:........Plumber: Gh��le�...� �.. , .. . .. - --.... . _. . .... .... .-........_ ...._ _ ... ...._ .. . ... (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of I% lead. Plumbers Signature) Sworn to before me this ` � ��1 ,`, day of cJU/�� ,. 2tL�� Vin ., r`'• �,O 'S nfaO,, ot Notary Public, svA,& .. ;County - � ' ` OF SOUT?,olo # # TOWN OF SOUTHOLD BUILDING DEPT. �,tO • io 765-1802 INSPECT-ION [ UNDATION 1ST �� [ ] ROUGH PLBG. [rFOUNDATION 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: 5� `� ILAVldo ()Y-/ :!f n\ i/oophpA sqv-A Ra . PVIP �o VATWV(� ov v c,�n h ova f DATE Io INSPECTOR ��V SOF SOGTy f TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 765-1802 ANSPEC ION [ ] FOUNDATION IST [ ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION/CAULKING' ] FRAMING /STRAPPING [ ] FINAL [ ` ] FIREPLACE & CHI I [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:. 4�wolll f . o eal - -- � vim• DATE INSPECTOR -- # # TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] 'FIREPLACE & CHIMNEY [ ] :FIRE SAFETY INSPECTION-- - [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR �, q�(qop ftsf so # # TOWN OF SOUTHOLD BUILDING DEPT. cou765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PL13G. [ ] FOUNDATION'2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]r FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:- CA�l114,kD w tv DATE ?/ INSPECTOR /4a , - qcjo-� �o��OF SOUIyO� W( ✓. t, # # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ I/RdSOULATIOWCAULKING [ ] 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: or �('� ` hk !KlotvKL'l- svv4 - - U*44� V-4 (b DATE O y� INSPECTOR 4 OF SOGly�lo # TOWN OF S UTHOLD BUILDING DEPT. `ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] 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 [ ] RENTAL n REMARKS: 1�► �F nes /VtC :. I DATE 22 INSPECTOR ��— 4 REWRate - Residential Energy Analysis and Rating Software v16.0.4. New York Compliance Certificate' Project Title: New Home 1000-106-8-69 Projected Rating: Based on. Plans - Field Confirmation Required. Report Date 2021-02-11 Data Filename 2021_016 3055 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 3055 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 3055 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 and Rating Software.v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. REM/Rate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter. R-Value R-Value U-Factor, . UA Joist 1: Cond -> ambient 132 13.0 5.0 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 FK0 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 v16.0.4 New York Complian er M ate Name-Title Signature Date REWRate- Residential Energy Analysis and Rating Software v16.O.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3055 Stanley Road 631-878-7808 2021-02-11 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_016 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-69 Oasis at Mattituck, Corp. 2021_016 3055 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 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 06.0.4 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 3055 Stanley Road 631-878-7808 2021-02-11 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_016 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-69 Oasis at Mattituck, Corp. 2021_016 3055 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, 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 Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3055 Stanley Road 631-878-7808 2021-02-11 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_016 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-69 Oasis at Mattituck, Corp. 2021_016 3055 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 3055 Stanley Road 631-878-7808 2021-02-11 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_016 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-69 Oasis at Mattituck, Corp. 2021_016 3055 Stanley Rd.P.CC.big 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: I II III Face / Inset Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v16:0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 4 of 7 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3055 Stanley Road 631-878-7808 2021-02-11 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_016 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-69 Oasis at Mattituck, Corp. 2021_016 3055 Stanley Rd.P.CC.big 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 [ ] I. Joist: FF to outside (132 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: FF to outside Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Joist: FF to garage (23 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: FF to garage Insulation Grade: 1 II III Face / inset Comments/Location [ ] 3. Joist: 2F to outside (113 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to outside Insulation Grade: 1 II III Face/ Inset Comments/Location [ ] 4. Joist: 2F to attic (23 s.f.), Between conditioned space and attic R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to attic Insulation Grade: 1 II III Face / Inset Comments/Location REM/Rate- Residential Energy Analysis'and Rating'Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 5 of 7 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3055 Stanley Road 631-878-7808 2021-02-11 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_016 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-69 Oasis at Mattituck, Corp. 2021_016 3055 Stanley Rd.P.CC.blg Date: 2/11/2021 Mechanical Equipment [ ] I. Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Make and Model Number [ ] 2. Water Heating: Conventional, Propane, 0.72 EF, 50.0 Gal. Make and Model Number [ ] 3. Cooling: Air conditioner, Electric, 15.1 SEER. Make and Model Number Mechanical Ventilation System [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Balanced, 85.0%Sensible Efficiency, 48.0%Total Efficiency, 115 cfm, 24.0 hrs/day, 96.0 watts, No ECM Fan Motor. System description(make) Air Leakage Control [ ] Blower Door Test at Final [ ] House is air-sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 1860) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage (if not exempt from testing) [ ] Duct System 1 Leakage to Outside and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 10.000 CFM @ 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 40.000 CFM @ 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 J Energy code Inspection -checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3055 Stanley Road 631-878-7808 2021-02-11 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_016 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-69 Oasis at Mattituck, Corp. 2021_016 3055 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. 0 1985-2020 NORESCO, Boulder, Colorado. Page 7 of 7 •'P EWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance' Certificate Project Title: New Home 1000-106-8-69 Projected Rating: Based on Plans - Field Confirmation Required. Report Date 2021-02-11 Data Filename 2021_016 3055 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 3055 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 3055 Stanley Road 3080 Route 112, Suite C Jerry DAmaro Mattituck, NY 11952 Medford, NY 11763 Certification#2614397 631-767-4807 631-878-7808 Building Information Conditioned Area (sq ft) 3643 Conditioned Volume (cubic ft) 37200 Insulated Shell Area (sq ft) 6520 The items below will be inspected for energy code certification.Any deviation from these specifications should be brought to the attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass Performance Path Pass Duct R-Value Pass Maximum Energy Cost($/yr) 4923 Maximum UA 373 Your Home Energy Cost($/yr) 4495 Your Home UA 363 Better Than Code (Perf) 9.5% Better Than Code (UA) 2.7% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA 1226 39.0 0.0 43 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid 2185 15.0 5.0 122 AG Wall 2: R15,FG1,4-16 260 15.0 0.0 21 AG Wall 3: R-18 SPF+Rigid 312 13.0 5.0 18 REM/Rate-- Residential Energy Analysis and Rating Software v1'6.0.4 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 v16.0.4 �• New York Compliance Certificate Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor,, UA Joist 1: Cond - ambient 132 13.0 5.0 0 Joist 2: Cond -> garage 23 13.0 0.0 0 Joist 3: Cond - ambient 113 13.0 5.0 0 Joist 4: Cond -> attic 23 13.0 0.0 0 Window 1: U:0.28, SHGC 0.31 DR 40 . 0.280 11 Window 2: U:0.30, SHGC:0.31 210 0.300 63 Window 3: U:0.28, SHGC 0.32PIC 32 0.280 9 Window 4: U:0.28, SHGC:0.25 15 0.280 4 Door 1: Fiberglass U-0.28 JD 34 0.280 0 Door 2: Fiberglass U-0.17 JD 20 0.170 0 Basement Walls Wall 1: R-11 Paramount 989 0.0 11.0 58 Wall 2: R-11 Paramount 177 0.0 11.0 10 Window 5: U:0.30, SHGC:0.30 21 0.300 6 Door 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 - Residential Energy Analysis and Rating Software v16.0.4 New York Complian" Certific r OAMd"-) Name-Title 7-Signatu� Date REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 Energy Code' Inspection checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3055 Stanley Road 631-878-7808 2021-02-11 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_016 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-69 Oasis at Mattituck, Corp. 2021_016 3055 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 [ ] I. Sealed Attic: R-39 SPF SA(1349 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location Above-Grade Walls [ ] I. Wall: R-20 Batt+Rigid (2185 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-15.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Wall: R15,FG1,4-16 (260 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage/attic Insulation Grade: 1 II III Face / inset Comments/Location [ ] 3. Wall: R-18 SPF+Rigid (312 s.f.), Between sealed attic and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: attic gables Insulation Grade: 1 II III Face / Inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.13 REM/Rate-Residential Energy Analysis and Rating Software v1&X.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 3055 Stanley Road 631-878-7808 2021-02-11 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_016 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-69 Oasis at Mattituck, Corp. 2021_016 3055 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, 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 Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3055 Stanley Road 631-878-7808 2021-02-11 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_016 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-69 Oasis at Mattituck, Corp. 2021_016 3055 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 I nspecti®n ' Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3055 Stanley Road 631-878-7808 2021-02-11 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_016 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-69 Oasis at Mattituck, Corp. 2021_016 3055 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 Code Inspection Checklist Property - Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3055 Stanley Road 631-878-7808 2021-02-11 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_016 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-69 Oasis at Mattituck, Corp. 2021_016 3055 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 II III 'Face / Inset Comments/Location [ ] 3. Joist: 2F to outside (113 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to outside Insulation Grade: 1 II III Face / inset Comments/Location [ ] 4. Joist: 2F to attic (23 s.f.), Between conditioned space and attic R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to attic Insulation Grade: 1 II III Face / inset Comments/Location REM/Rate- Residential.Energy Analysis and Rating Software v16.0.4 This information does not constitute any warrantyof energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 5 of 7 Energy P Code Inspection Checklist _ y Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3055 Stanley Road 631-878-7808 2021-02-11 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_016 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-69 Oasis at Mattituck, Corp. 2021_016 3055 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 shalt 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:v1 6.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 6 of 7 Energy P Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3055 Stanley Road 631-878-7808 2021-02-11 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_016 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-69 Oasis at Mattituck, Corp. 2021_016 3055 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 CERTIFICATE OF INSULATION �'YO:yFiF::a7R{F �i,Szt:! For the following home: Lot 15.-The Fields at Mattituck; 1000-106-08-69 STREET ADDRESS 3055 Stanley Road New York 11952 CITY STATE ZIP R-VALUE THICKNESS Closed-Gell Spray Polyurethane Foam Rafter mays-6 inches Attic talo-Burn Plus ThB Intbmescent Attic Gable End-Walls-2 inches Raker R-39;End-Wall R-13 Knauf Ecobatt R-16 HID Wells Krait-faced 3.3 Inches Knauf R-11 Basement Wall Insulation, (draped-batt) 3.5 inches Other: Sand Joist:R-13 Closed-Cell SPF&(nlumescenT. Rand Joist-2 inches The undersigned certifies that Knauf Insulation products have been installed in accordance with the manufacturer's recommended applications for these products. Hunter Insulation H-59143 INSTALLING COMPANY STATE LICENSE 675 Elton Street STREET ADDRESS Riverhead New York 11901 CITY STATE ZIP 6-24-2022 SIGNATURE DATE Contractor's Submittal h�`.r�0 ';'M R'• KNAUrr INSULATION,IN;:: Material approved for use in projects 1 One Knauf Drive 3055 Stanley Road,Mattituck ! tires Shelbyville, IN 46176 Approved by D'Amaro Engineering and Surveying,P.0 Technical Support t �iU �� • �fi (317)398-4434 ext.8727 CHECKED JUS( 2 6 2022 ''��r�,�``at��-�`1• 01-20 ' Q 2020 Knauf Insulation, Inc. DATA SHEET Basement Wall 'insulation with ECOSP Technology ®FOR THE WORLD WE LIVE IN." DESCRIPTION - - --- -- . H.. -- -- - - - -- - - - --- - - -- CONTRACTOR: . . unter Insulation Basement Wall Insulation is a fiberglass blanket laminated to The Fields at Mattituck- Lot 15 a perforated facing that can be left exposed. It is also available JOB: DATE: June 28, 2022 unfaced for non-exposed areas such as crawl spaces. It gives you .the flexibility to apply the insulation horizontally or vertically, which allows for either half-wall or full-wall. Perforated facing is recommended for the majority of basement wall applications. DOING MOREFOR • ® le WE LIVE IN. The perforations in the facing allow moisture to pass through the Knauf are material, reducing the possibility of condensation and ensuring insulati• m m. . ._ made . patented, e o .. -. o e- alternative to proper thermal performance. - phenol/formaldehyde(PIF) binder traoitionallyused in APPLICATION fiberglassproducts. bio-based bind- oldsour product .•. prod uct its • New construction or for retrofit in existing homes Unique appearance and 'formaa- .- SPECIFICATION COMPLIANCEAll of our products ,. fro .bleresources, • ASTM C665 s�uch,as�recycledglass andsand,And were,proud 0 • Type II, Class A, Category II ,• ,. into, • IECC Code for a continuous R-value with a Class A Fire landfilrIS.our products are made 0% rating with no further modification , b lesml Off month.eith INDOOR AIR QUALITY • EUCEB Certifiedwit4 ECOSE Contractor's Submittal WGY Material approved for use in project. 3055 Stanley Road, Mattituck Approved by D'Amaro Engineering and Surveying,P.C. J i FORMS AVAILABLE =R-ValueDimensl�onsrraacrng' .GY � J ... , 3.5"x 48"x 60' r , R-11 PSK Perforated (White) 3.5"x 88"x 60' JECHNICAL DATA °Propy( t) � ��" k °Tesf Performance l t Corrosiveness ASTM C665 Does not accelerate corrosion of steel Thermal Value ASTM C518 R-11 Combustibility ASTM E136 Non-combustible(insulation only) Surface Burning Characteristics ASTM E84* 25/50 (flame spread/smoke developed) *The ASTM E84 standard is used solely to measure and describe properties of materials and products in response to heat and flame under controlled laboratory conditions.This numerical flame spread is not intended to reflect hazards presented by this or any other material under actual fire conditions. Plus ThB N fp-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 intumescent coating,Plus ThB is applied to spray " - r °` polyurethane foam insulation,achieving the fire w� _ performance prescribed. lI 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 Th13 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 Gccy ' 'r Exterior Rated Wall Intertek Design Listing: Finish: Flat Assembly BASF/FI 30-09 pH: 7-8 Interior Finish FS 0 SD 10,Class A Vapor Retarder. 5 perms,Class III Application: Best Practices for Application 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 . 3055 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 OR DER 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, mixed and/or applied as directed in the guidelines published by No-Burn,Inc.,to every reasonably accessible area that has been www.noburn.com specified for protection. All implied warranties,from No-Burn,Inc.or the applicator.are excluded. There may be situations and materials for which No-Burn will not prevent a fire from igniting or retard the progress of a fire. POLICY&PROCEDURES All sales of this product by No-Burn, Inc. are subjected to our Policy & Procedures available at https://wwW.noburn.com/policies-proce'dures/ ©1.021 No-Burn,Inc. UPDATES AND CURRENT INFORMATION Revised 10-Nov-2021: The information in this document may change without notice. � ! Made lin the_USA SUBMITTAL SHEET DATA SHEET fcoBatt° Insulation �NAUf with ECOSL-0 Technology ®FOR THE WORLD WE LIVE IN' DESCRIPTION -- --- - - - CONTRACTOR: Hunter Insulation EcoBatt batt insulation is a cost-effective thermal and acoustical The Fields at Mattituek.- Lot 15 barrier for energy-efficient construction. Ecobatt insulation JOB: DATE: products can be used in new and retrofit wood and metal frame 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 MOREWORLD Free batt insulation is flangeless kraft-faced batts that friction fit between 16" on center wood studs, eliminating the need to staple. Knauf Insulation products .,- using ourpatented, , e .. -. binder alternative to the Ohenol/formaldehyde(PF) APPLICATIONS binder traditiCavity walls, exterior and partition walls, floors, ceilings, m m . , ., bio-bam attics, basements and crawlspaces , product . m m uct its m appearance an, , ,• m- SPECIFICATION COMPLIANCE All,of our produdsare imadefrom m • ASTM C665 (facing); glass and sand.And proud,to • Type I, Class A, (Unfaced) .be , bottles back to wor'k.,,rather , • Type 11, Class C, Category 1 (Kraft) m o m ,, e . • Type III, Class A, Category 1 (FSK-25 foil) glass—totalingof bottles • Type III, Class B, Category 1 (Foil) • California Energy Commission • MEA#498-90-Mwith ECO • 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. 3055 Stanley Road,Mattituck Approved by D'Amaro Engineering and Surveying, P.C. TECHN1CAL DATA EP„oe'+: :,>�N*;: .�, g: "fi'�":' x,; `-�; ,.:�a+;-' ^"-.�:,, »,.�-.�.,�.,s;y�nti,c_,�,�.�.,,•. `.:�`�°g�".5` "�:5'�k`F'�":� .1:",fir �"t9y;�°�., rty(Umt) Nestz. a ,,Perfor,mance •rte 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. HOMES , ' LIPA f/ -J I Long Island Power Aut>torily 2012 Combustion Safety Testing Form LIPA ENERGY STAR®Homes Certified Home Address: 3055 Stanley Road City: Mattituck Builder Name: Oasis at Mattituck Corp. Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of Location of this CAZ: Basement/Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: August 9, 2022 Outdoors Temp During Test: 92 °F CAZ Depressurization NOTE:Net Change=Test Pressure-Base Pressure) Base Pressure: 0 pa. CAZ Ambient CO: 0 PPM Test Pressure: -57 pa. Appliances/Fireplace Simulated for Test? Yes_ No Net Change: -5.7 pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Fireplace is a sealed unit with all combustion air from outside. Heating System Primary: Yes ✓ No— Tyne: Furnace ✓ Boiler_Heat Pump_Other 1 z Venting Type 3 Di Sit " e, .` Sill a CO; CO E tcien Fuel a �" - 1 -�—� Circle TDC) Woist Case = (Natzirdl .ors[Case atural " Rating: N P✓ O_E N V_M_S✓ - Pa. Pass ✓ Fail_ Pass-, Fail_ - PPM PPM Yes ✓ T ie: Standard Tank ✓ Indirect Tan1dess Size: 50 Style Common Vent❑ Water-Heater, Primary. — a No _ .Instantaneous Commercial (See Note S below) (Gallons) Stand Alone 3 t (NaCOT'entnFTvniseE cien SFueTvye turarseCase);.(Circle Type)_ (Pascal) (YoWors.Case EF: N P ✓O E N M✓ S - Pa. Pass ✓ Fail Pass✓Fail 3 PPM 3 PPM Oven is Electric or No Oven Exists IR Oven Range Hood Vented to Outside Yes ✓ No_ Oven CO - PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal z Fuel Type. N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type. N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Sjyje., Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) s Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: JerryD'Amaro Rater Number: 2614397 Rater Signature: Date: August 9, 2022 lh brm 90106 02 CST Form 2012 Effective 1/1/2012 Corresponds to BHI -2012 I L. Home Energy Rating Certificate Property HERS New Home 1000-106-8-69 Rating Type: Confirmed Certified Energy Rater: Jerry D'Amaro Oasis at Mattituck, Corp. Rating Date: 2022-08-09 Rating Number: 2021_016 3055 Stanley Road Registry ID: 924930493 Mattituck, NY 11952 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 48 Efficient Home Comparison: 52% Better Heating 33.9 $1082 34% General information Cooling 2.0 $118 4% Conditioned Area 3643 sq. ft. House Type Single-family detached Hot Water 14.0 $324 10% Conditioned Volume 37200 cubic ft. Foundation Conditioned basement Lights/Appliances 25.5 $1506 47% Bedrooms 4 Photovoltaics 0.0 $0 0% Service Charges $151 5% Mechanical Systems Features Total 75.4 $3182 100% Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Water Heating: Conventional, Propane, 0.72 EF, 48.0 Gal. 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 ACH50 Calculation: Building Shell Features 1,119 CFM50 x(1.0 AC/37,200 cf)x(60 min/1.0 hr) = 1.805 ACH50 Ceiling Flat NA Slab R-0.0 Edge, R-0.0 Under Sealed Attic R-39.0 Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.300, SHGC: 0.270 Above Grade Walls R-20.0 Infiltration Rate Htg: 1119 Clg: 1119 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) 770 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, C orado. i. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. ' x- ~ NY-ECCC 2020 Certificate 4405 Stanley Road,Ma#itucb NY 11952 Ceiling R-39.0 Above Grade Walls R-20.0 Foundation Walls R,11'0 Exposed Floor N4 Slab R-0.0 Edge, R-0.0 Under Infiltration Htg: 845[ig: 845CFM50 Duct R'Q'O Total Duct Leakage 48'OUCFM @25Pascals Window 0'300 0'270 ` HEAT: Fuel-fired air distribution, Propane, 96.1 AFUE' COOL: Air conditioner, Electric, 15.1SEER. DHVY: Conventional, Propane, 0.72 EF, 48.0 Gal. fek 46 Signature REM/Rate ' Residential Energy Analysis and Rating Software v1a.o.4 ` ' e - o R I ,. • 14 O • 44 lot 15 basement • insulationll f _ 46 law_ � •+ '` ..1 -� P Y .rt a: a.to -A - '-•!' 1 �14. yK�� i t � � + 1 91'Y1 �'� 5�•tl '. . ••• 1121` _ Ir'k Y _� 1 _;, - o s lot 15 - basement wall insulation / 1 • ' • ' COMMENTS GIG ►�I�i7*��P.A� r � ' � � .�� ..'�� . FOUNDATION(1ST) AIM 11�1 'FOUNDATION (2ND) ROUGH FRAMING& VA,M l 74 : ,T,(W LI- 4„, 7-41 �, INSULATION PER N.Y; 8TATE ENERGY CODE (� a 1 6.71, m . ADDITIONAL COMMENTSip- inial _ 1 • js� #E° o TOWN OF SOUTHOLD—BUILDING DEPARTMENT }. Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �S� w 04 Telephone(631) 765-1802 Fax(631) 765-9502 https://ww.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only i .. f' PERMIT N0. Building Inspector: `"', `"} F E d 1 9 2021 'Applicat!6ns'',and forms"must":be fiiled`out in'&ir entirety,EncompI' •`• . agplicatioris will not be aece -ted. Where'the'Applicani6 ntii ot e.owiiier,an ,. Uwner's Autho txation:fari»,{Page`,2j shall be connpileteii:' <` ;`-- ,r Date:February 18, 2021 OWNER Name:Zenith Property G1-oup""LLC SCTM#1000-106.00-08.00-069.000 Project Address:3055 StanleyRd., Mattituek NY 11952 Phone#:917-626-2996 Email:monumentalproperty@yahoowcom Mailing Address:3080 Route 112 Suite B Medford NY 11763 CONTACT.PERSt?N:.. Name:Christo, her F. Dw er Mailing Address:437 South Country Road Brookhaven NY 11719 ..." , ._.._..._ _. .__.._ .... m..._._..µ.m..._ _, _"...._"" _. _".__,.,,_....."__._._._._._.._ .,..._._..... ...._....._ _._".._. ._ ._ ._ Phone#:631-286-8668 Email:cdwyer@lkma.com _ :DESSIGN PROFESSIPNAL INFCIRMATION: Name:Robert A. Steele,_P.E., Executive Vice President, L.K._McLean Associates,,P.C. Mailing Address:437 South Country_Road, Brookhaven, NY 11719 Phone#:631-286-8668 Email:rsteele Ikma.com <krL71NE Rl'l�idRINF1iRIN,A7"�I471Yi ... ,• ', - , t. Name:Oasis at Mattituck Corp. --------------- Mailing Address: 3080 Route 112 Suite C Medford NY 11763 Phone#:631-767-4807_ Email: eter moderns ehomebuilding.com pESCRIPTIOM OF"PROP'OSED CONSTRUCTION RNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? BYes 0N Will excess fill be removed from premises? BYes ❑No 1 . . ., ,PRORERTY.INFORMATION Existing use of property:Vacant Intended use of property:Sin le Fami1v Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC this property? IiYes El No IF YES, PROVIDE A COPY. ®,C'heik,Box After Reading r The ownerjconttaciorJdes�gn pra#ess�orat is resp6nsi6le for all drainage and storii materissues ii'pravid"^fij Chapter.,236 of;theypv rn CPP1.WIONIS HEREBY MADE to the 00111 fiq ibepartment fvr Uie isscience'af a,Bultiling;Perm1L pursuant to the'9uilding Xorie '0dt�ianceofthelownof5authokl,Suffcilk;'County,NgwYarkand`aLlirapp1ka61etaws,DrdinaiicesarteguFatiansfprLheeor�sira� tioi�a#Eitik9ings, s` addi#io�is,alterations or far remoual ardemotRiun as hereindescrided.,The applicairt agrees to ccimply"h alt agpiieabte,tauvs;-ardigances,building-code; °housing code and regufaLigns`ana toadmiY auttior3zed tn`spectors arl premises and in liuilding{a)far necessary inspectipns.False staLemerriSrriade'trerein'are :? piiriishalle as a.Class A'misdemearinr pursuarn to;Sectian 210.95 of the Nerar Yark Ste#e Penal•I.aw..�;' `�> �';, '.' Application Submitted By(print name):Christopher F. Dwyer BAuthorized Agent ❑Owner Signature of Applicant: Date: February 18, 2021 STATE OF NEW YORK) 0 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 ?'- February 2021 1�day of Notary Pub 'c NO-A1,,PRISTINE No,py UBL1C,g @GA1VO PROPERTY OWNER AUTFIORIZAT00YOrn'nission 0359, uffolkCounty s (Where the applicant is not the owner) expire' ii�� I� John Popovitch residing at 3080 Route 112 Suite B Medford NY 11763 do hereby authorize Christopher F. Dwyer (LKMA)to apply on my behalf to he own o outho B ilding Department for approval as described herein. o? /� a, O er's Sign ure ate John Popovitch,Zenith Property Group LLC Print Owner's Name 2 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD CI', Town Hall Annex-54375.Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX (631) 765-9502 Temporary Certificate # L0 22 Date, 2021 Customer Name Q&SIS ,rive Electrician Name ce i o l Address0 SA&hu,fey ED Mti-r t-ro e-ficPhone ?, 87 0 Ci e-mail e-mail ` O r+ Phone License # (� Size S&OtA Phase Overhead Underground #of Meters l ~ Remarks- - I #of Underground Laterals 1 2 New I "H" Frame or Pole H P Fire Recomeet Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. E This verification is valid for 90 da rom the date above r Authorized by �Os�f ; ? a 202 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD .. :N T ,, iwn Hall Annex - 54375 Main Road - PO Box 1179 o • � V '° c ,�J � ' Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr@southoldtownny.gov — seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: lll o v L7 Company Name: Puccio Electric Contracting, Inc. Name: Al 06`t) License No.: 4806-ME email: Phone No: N ❑I request an email co y of Certificate of Compli nce Address.: fflDh JOB SITE INFORMATION (All Information Required) Name: Address: b JY1� j Cross Street: b S Phone No.: (0 3 . 5(p • 1+ 1 Bldg.Permit#: Q(O email: Tax Map District: 1000 Section: Block: d 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?: OYES ❑NO ❑Rough In ❑Final Do you need a Temp Certificate?: OYES ❑NO Issued On Temp Information: (All information required) Service Size Q1 Ph ❑3 Ph Size: 200 A # Meters 1 Old Meter# Q New Service ❑ Service Reconnect 0 Underground [:]Overhead # Underground Laterals Q1 ❑2 ❑H Frame❑Pole Work done on Service? QY ❑N Additional Information: Need Temp ASAP Need Temp ASAP Need Temp ASAP PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx ��/ " l� cut F(� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ® .,.,Town Hall Annex - 54375 Main Road - PO Box 1179 C21 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a-southoldtownny.gov — seandna.southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: W ® ('(? Company Name: Puccio Electric Contracting, Inc. Name: CA License No.: 4806-ME email: Phone No: 31• ❑1 request an email co y of Certificate of Compli nce Address.: psy IM JOB SITE INFORMATION (All Information Required) Name: Address MdifitW-A, &-Qtllf�V Cross Street: Cboperr Phone No.: (p 51 S Lp - I Bldg.Permit#: ®(o 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 I.I.G. service and pool Check All That Apply: Is job ready for inspection?: EYES ONO ❑Rough In ❑Final Do you need a Temp Certificate?: EYES ENO Issued On Temp Information: (All information required) Service Size ❑✓ 1 Ph ❑3 Ph Size: 200 A # Meters 1 Old Meter# ✓❑New Service ❑ Service Reconnect ❑i/ Underground ❑Overhead # Underground Laterals El ❑2 ❑H Frame ❑Pole Work done on Service? EY ON Additional Information: Need Temp ASAP Need Temp ASAP Need Temp ASAP PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx PERMIT # Address: Switches Outlets G F I's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: Comments Puccio Electric Electrical Permit# 21 Frowein Rd.Center Moriches,NY 11934 Office:631-874-2098 Fax:631-874-7086 Lot# Licensed Electrician www.puccioelectriccoEp.com 3 Job Name&Address: "/-d s P— 121.. . Lights Pool/Spa Hi-Hats Pool Light Outlets Switch(es) Flourescent Lights Pump Smoke Detectors Outlets Switches GFI's Smoke/CO Combos Timer GFI's Breaker(s) Q Ceiling Fans Sub-Panel Exhaust Fans Bonding ® Fan Speed Controls _ —Washer Dryer *AELECTRIC) LECTRIC) Stove Fireplace Q Septic Line / A/C Unit �.- -L_ _Dish Washer ` (j Outside Lights —Dual Function Breakers GFI Breaker(s) ^ _ 7 Arc Fault Breaker(s) Panel AMP Total Breakers Breakers Used / Heat Detector Or 7'KNOLLS, HAP MAPS-48,FILED 419170 TVO � - �� - � � - �� SURVEY OF PROPERTY: I ON THE MAP INE SUBDIVISION MAP OF THE FIELDS AT MATTITUCK LOT 15 FILED MARCH 31, 2006 AS MAP NO. 11370 • . .. ` TE AT NIA • • • hq/ . . . • ITU: : K. TOWN OF SOUTHOLD `�• SUFFOLK COUNTY,NEW YORK 2ti i' AREA OF PARCEL = 49,208± SQ.Ft. OR 1.130± ACRES" %� `off NOTES 0� 1. MEASUREMENTS ARE IN ACCORDANCE.WITHU.S.STANDARDS. / ' JFV• \ 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, 9P 3. ELEVATIONS REFERENCE NAVD 1988. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND �~ P� ti0� \ 4. SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION Z OF THE NEW YORK STATE �lb�' JQ� �\� \ EDUCATIONLAW. 9 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN \\rN 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 AGENCYAND LENDING INSTITUTION LISTED HEREONAND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO (u� ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. \` Z UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE RESPECTIVE UTILITY COMPANIES. ` \ 8. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. 9. THE SURVEY CLOSES MATHEMATICALLY. �r _ 991��, 't�-of NEW yo 9�� PGP \` �a. c,��A 1.. STj��y•p� LEGEND \\ � n\;19 6 Q ELECTRIC MANHOLE A. •••"""'•••• CABLE TV BOX OSS'p1 O 8' .............. LOT NUMBERS O. `\ ' "�'y6ti T '050528 ......•••.•.. BUFFER AREA �/ I —T—••••••••••"'• UNDERGROUND TELEPHONE % opo FOCANDS � O .••...•••••••'DRAINAGE MANHOLE O •'•""•••••••TELEPHONE MANHOLE D4 •""""""-WATER VALVE ly ` ��` Pe 02/12/21 T.L.S. Added property comer monuments set T.L.S. ® •'••••••'•'•••WATER METER. DATE BY :DESCRIPTION APPROV. BY —E—'•"..:.......UNDERGROUND ELECTRIC _ \ `O� o 1 _.�JSS .�iREVISIONS 1v 9 —W—••'•"•"••"'UNDERGROUND WATER 0b4 Town of Southold \` gyp SPO CERTIFIED TO: �,9N •.•••••••CONCRETE MONUMENT F V ,. v I 1."ZENITH PROPERTY GROUP LLC Suffolk County, New York 0 OP 0,�6 Stanley Road 2.FIRST INTERNATIONAL TITLE AGENCY /� �6 Mattituck, New York DISTRICT 1000SUFFOLK NTY REAL PROPERTY TAX MAP `\ �13� 'g�`�P S,V�P�o I hereby certify.that this map was made from an actual survey Survey of Property oil SECTION 106.00 completed by me on 05/13/2009 and updated 12/22/2020. L. K. McLEAN ASSOCIATES, P.C. BLOCK 08.00 CONSULTING ENGINEERS LAND SURVEYORS �L[�' 487 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK LOT 069.000 4 + / .. TAMARA'L. STILLMAN,P.L.S. s��eyea By. KG/JL Scale: 1-- 40' Sheet No. NYSPLS No. 50528 Bram By, GLD Date: 12/09/2020 )< 1< P.\20099.000 Fields P Mattltuck Ei'ngr 8 Survey\Survey Dept\Drnwings\20099.000 lot 15dwg.6/29/2011 4+17 PM Tamara St!((nnn Approved By. TLS File No. 20099.000 LEGEND PROPOSED BLAMING - - PROPOSED ASPHALT DRIYEWAr . PROPERTY LINE EXCAVATION INSPECTION REQUIRED SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PROPOSED coNTOtTR .. .. �+ .. -11.0 -DOSING CONTOUR s� FOR SANITARY SYSTEM PERMIT FOR APPROVAL,OF CONSTRUCTION FOR A p, PROPOSED sTPTtc TANK 1250 gallons „ !p"FN�F (`v) PROPOSED-swerL01CtmPOOL 9'x12'ED BY HEALTH DEPARTMENT 'SINGLE FAMILY RESIDENCE ONLY 4! (rte PROPOSED FUTURE'EIMANS F7SO SANITARY LEACHING POOL .. PROPOSED SANTIARY PIPE • PROPOSED 0'ADS ROOF DRAINAGE PIPE' DATE••PROPOSED 8•e DRAINAGE STRUCTURE(SOLID COYER) N O. . •_' PROPOSED WATER SEANCE .. -- 1)24/21 R 21 0. 4. . . EWATER PROPOSED ELECTRIC SERVICE \_ DO' 7o F/ - ... g$ APPROVED EX TELEPHONE F r c Irl FOR MAXIMUM OF 4 BEDROOMS - . EXPIRES THREE YEARS.FROM DATE OF APPROVAL T 1-46 \\ oTo2'�0 I \ted SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES s��faS•/,� !f tI ice' Lvf \� // 8 40 1110/ 45 ni / II /,.,! ��Co+ /,2� DEPTH EEISTINO w / r` A'QO+p' , O.o':::•}:}:::: 48• DARK BROWN LOAM fa uVQ'ocJ ± \( 00�(6),p DS' 47.5 00 . . \ y , BROWN AND PALE GRAY MT �µ� 0% 04 _ / 4• PROJECT WN BROCLAYEY SAND LOCATION / 40' i, / t 1 oe•9S'YFi�'yOp'PO y� PALE TO BROWN FIRE TO WATER Ex. /�� MEDIUM SAND WITH GRAVEL IN fP•11��• . / 1 �O'O V LAYERS / METER I „0 70• a1 PROP.M.G. .PE�� 31 LOCATION MAP �- � ". \, WATER SERVICE( �� /`�p �� TEST HOLE BY MCGONA D GEOSCIENCE �\.\{ ` ( 1 / DECEMBER 23.2020 SCALE: 1"= 1,000' `•1't (NO WATER ENCOUNTERED) . % 9 N• '�Yb HIGHEST EXPECTED GROUNDWATER O EL.0.50' L% TEST HOLE #4 \ •� ` "' / - A! L / / .155 SEE TEST HOLE LOCATION MLP , Oo .y � Y,o•`\; PROP• y" W�f1�'C JP BUILDINGS: 2 STORY RESIDENCE . apmnem ^ _ 49J. \ ®� DRAIN , /! 5{O.Pt'10 fad' .s BEDROOM R-40 (RESIDDM&) - .. O ' ' � '.�' •O� �i f' � SITE DATA: ' / uTu/: 1ooD-to6-De--Dse PROP.U.G. SITE AREA: 1.167 ACRES . \• •y - is sSEERVICE CTR1C .. DATE BYDESCRIPTION APPROV. 6Y GENERAL NOTES: \ - 1. THERE ARE NO W'EL S(DEEP OR SHALLOW)WITHIN,SO.OF PROPOSED SANITARY REVISIONS `' ' ''• THRRCTUFtES ARE TOWN' OF SOUTHOLD ' z. THERE ARE NO HOWH STORM DRAINS WITHIN z0'OF PROPOSED"CESSPOOLS. 3. THERE 15 AWA R MAIN AVAILABLE ON STANLEY ROAD. a 4. PROPOSED SYSTEM IS DESIGNED FOR A TOTAL OF d 9tDROOl15. SUFFOLK COUNTY NY (' , '> SURVEY NOTES: `- 4 •� .t\\ v"r'��'-% ,`3• - 1. F�,�uREELENcsRE IN ACCORDANCE WITH"US.sTAr+mlRos. THE FIELDS AT MATTITUCK 2. BEARINGS SHOW ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM,LONG ISLAND ZONE • 3. ELEVATIONS HERE ON REFERENCE NAVO 1988. LOT 15 PROPOSED SANITARY 4. TOPOGRAPH='_ RVEY OBTAINED FROM 2014 USGS CMGP UDM:POST SANDY FROM THE ui fTtt% PLAN NATIONAL OCFA ADMINISTRATIONMI t /' 5 PRO SU BY LK. KITES,P.C.ON 5-13-2009 A UPDATED ;�\r { Sf O>. AND ATMOSPHERIC ON 1145-20 PERFORMED x'11 L. K. MCL PAN ASSOCIATES, P.C. A SITE PLAN Cam7LTow ammm an SOMI Ccurte R0.WMINVD4 14W,OR 1 t711 c. m>K� p ci!1 D"9 Br. MF/CFD scot« AS NOTED 9.at No. SCALE: 1"= 40• x mcvu ut er>x rra a o n•�rw�• .. - .as■o,auoa.wW PSS<' q Ora,n Ely. MF Dote DEC. 2020 S A 1 �>m a Approved W. RAS Fue Na, 20099.000 F.F.ELEV.-58.0' .. STOPPER OR END PLUG 10"It 15"OUAZITE GRADE ENCLOSURE WITH COVER LOCKING CASTING TO GRADE, ELEV.- IN LANDSCAPE AREA FlNISHED (EL 55.25) • 55.95' GRADE CONCRETE COMER S E E ATTAC H M E N T S EXISTING . MIN. 2' t' N' _2 4 CONCRETE CHIMNEY 20" SDR uMIN.4'DIA,PIPE - --` _ --- SDR 35MMV PIPE INVENT(IN) 6" ---g�-I��-•11r-- M!N' 18•PER ,."E0 C SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ELEV.51.00' 25. . WALL INVERT(OUT) CAST IRON PIPE SHALLELEV. 49.50' EXTEND THROUGH INVERT ' S. FOUNDATION WALL'A MIN. ELEV.ELEV. 0 - OF 2. 5 T INVERT (IN) . (EFF. DEPTH) 6"SDR 35_j ELEV.48.40' . PVC DROP TEE 4' srAtatss SECTION STM SIDS BOLT PLAN +/a'DK avid 8'0 1,250 GALLON S PTIC TANK W/DOME 3/I1'0.04 CA9V Lt91Bi �, 12-0" ,. 35OtaA>�GtOm TO ASTM Ab CUSS 309 OR 2. LEM RATN01 FOR AKMO R RIS 20-44 I WOW ulum S FRMS AND DRNTT AS WVWACRM OF LOW LUAND PRECAST OR APPROVED O ML. 30I� 24"0 WATER TIGHT HEAVY DUTY FRAME & COVER COLLAR 1.CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. ® 28 DAYS. 3.0, • 2.ALL FRAMES k COVERS SHALL BE, WATERTIGHT, INSECT-PROOF AND �COILM LOCKABLE _ � S1P�G A 00 RlG IC�IY OOmIR SRN 3.CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT I ova ua ma EXCEED TWO FEET IN HEIGHT. (TVP.) a.MIN.PfNETR M&- BOTTOM OF POOL - INTO•A-.VIRGIN•STRATA OF 4.UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON ELEV.36.73' I ��'l= EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. L -r __ •-.�' „ _ _ _ _ - _ J tR 5.BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL COMPACTOR AT 6" LIFTS. m x omm _ 3'MIN. qICHEST - BACKFILL MATERIA 6.CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY EXPECTED C DNATER CLEAN SAND AND DISTURBED AREAS. GRAVEL o,IRow" 7•ALL INSURABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH _ CLEAN FILL MIN. OF 3' AROUND AND BELOW THE SANITARY TYPICAL LEACHING POOL STRUCTURE TYPICAL CLEANOUT OETAI wT.L HIGHEST L7LPECTED WATER E7.E11.�0.50' _-__-__ 9 LOT 15 SANITARY PROFILE DATE BY DESCRIPTION APPRov. BY N.T.S. REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY NY �• THE FIELDS AT MATTITUCK r „A.'s'r61 LOT 15 SANITARY DETAILS ILI L_ K. McLEAN ASSOCIATES, P.C. CMCULTtt0 DrGW= 4v S=cmxw n.xvwuVDL ROI TOR 1171/ ,,1 - n.caoaoi u•a a am o,e n.ram v5 Sh..l Na. ro®rs YIDi ARJ..A TR OA0 � 'm�7 Rr• MF/CFD SmIw AS NOTED . - - o�o��C�'Nd rtiCMR G�If�41t1 p �va'n ore.n Br MF Date DEC. 2020 SA2 APK-.d W. RAS Fa.Ho.20099.000 MAP°`AWSET5448,KNOLLS,S"9�N n° LEGEND SURVEY OF PROPERTY MAP N°.5748,FILED ECTMN �'y 51 MAP 7N£ OE •••••••••••••• ELECTRIC MANHOLE ON THE •......••••••• CABLE TV BOX SUBDIVISION MAP OF ••��•••�•��• 2 LOT NUMBERS THE FIELDS AT MATTITUCK \ ......•••••.•• BUFFER AREA % - LOT IS ' —T—•• •• UNDERGROUND TELEPHONE FILED MARCH 31, 2006 AS MAP NO. 11370 • O ". DRAINAGE MANHOLE (D .•TELEPHONE MANHOLE SITUATE AT WATER VALVE MATTITUCK q/ ,Op ® •......••....•WATER METER �f TOWN OF SOUTHOLD OHO —E—••••••••••••••UNDERGROUND ELECTRIC ti \ —W—•-••••.•..••••UNDERGROUND WATER SUFFOLK COUNTY,NEW YORK _ ■ ••••••••••.•..CONCRETE MONUMENT •/ x47,6 •••...........SPOT ELEVATION AREA OF PARCEL = 49,208± SQ.FT. OR 1.130± ACRES TC ..............TOP CURB ' `\ T.F.EL. •••••••..•••..TOP FOUNDATION ELEVATION NOTES P�1p� 1. MEASUREMENTS ARE/N ACCORDANCE WITH U.S.STANDARDS. 2. BEARINGS AND DISTANCES AS SHOWN ON THE FIELDS AT MATTITUCK",FILED MARCH 31,2006 AT \\ THE SUFFOLK COUNTY CLERKS OFFICE AS MAP NO.11370. y AQP 3. ELEVATIONS REFERENCE NAVD 1968. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND '1 G ///^)) ///��/�) 4. SURVEYOR'S SEAL ISA VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE �� PC1 'L1pC,. \\ w� o ' / EDUCATION LAW. 5. ONLY COPIES FROM HE ORIGINAL OF HIS SURVEY MARKED WITH AN ORIGINAL OF HE LAND SURVEYOR'S EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. % �n 6 ACCORDANCE WITH THE EXISTITIFICATIONS INDICATED NGOSIGNIFY CODE OF F PRACTI EISURVEY FOR LAND SURVEYORS ADOPTED BY THE \ CJ 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 AGENCYAND LENDING INSTITUTION LISTED HEREONAND Z - TO HE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. \ 7. UNDERGROUND UTILITIES SHOWN ON HIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON \ THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION/S TO BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY HE RESPECTIVE UTILITY COMPANIES. % \ 8. RIGHTS-OF-WAY NOT SHOWNARE NOT CERTIFIED. 9. THE SURVEY CLOSES MATHEMATICALLY. /1%\ - r--, 99�o�' 0 \ i t• c TF.EL.56.8 \ a \ MAY 2 0 2021 � \\ 3,491 O �6, O FCJ..�`.MDR L.-E:, ,ne % �♦ �9a e ,°��Qp \�" D�po a s26 C-) �P J�'(!�, 1pE �? t e OP9 , ` y `\ DATE BY DESCRIPTION APPROV. BY REVISIONS eQ� s� t:sr' � 9�✓ 1 53.4 `,,x�\\` ��J lid 05057.3 ,�� N\ Town of Southold %\ lir y P0 � `\�'' `9Suffolk Count , New York y3 p,�p� LAh� Stanley Road E Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP `\ 1� / V� 1v�P1 I hereby certify that this map was made from an actual survey FOUNDATION AS-BUILT DISTRICT 1000 P� s completed by me on 05/12/2021. L. K. MCLEAN ASSOCIATES, P.C. SECTION 106.00 CONSULTING ENGINEERS & LAND SURVEYORS BLOCK 08.00 54.3 +a�S � �� - 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK h LOT 069.000 Surveyed By. KG/JL Scale: 1'= 40' Sheat No. TAMARA L. STILLMAN,P.L.S. ll NYSPLS No. 50528 Dra.n By, DM Date: 05/17/2021 PI\20099.000 Fields 8 Mattituck En r 8 Surve \Surve De t\Drawln s\LOT 15\20099.000 lot 15 Found. As-bullt.dw 6/29/E011 4,17 PM Tamara Stillman Approved By. TLS Flle No. 20099A00 Il HAP OF SUNSET KNOLLS SECTION TVO NAP/$5418,FILED 4/9/70 LEGEND SURVEY OF PROPERTY 5J MAP - ' QE '""""""' ELECTRIC MANHOLE ON THE • Q. ""''''"'''' CABLE TV BOX SUBDIVISION MAP OF 2LOT NUMBERS . � ....•.•..••••• THE FIELDS AT MATTITUCK •/ % ••••........•• BUFFER AREA TOT 1 C LOT 1J ' —T—•••••.•.•••••• UNDERGROUND TELEPHONE FILED MARCH 31, 2006 AS MAP NO. 11370 • O ..•...•...•.••DRAINAGE MANHOLE ' % O •.............TELEPHONE MANHOLE SITUATE AT """"'•""WATER VALVE MATTITUCK .............'WATER METER - • ; E—•.............UNDERGROUNDELECTRIC TOWN OF SOVTHOLD °. ............. SUFFOLK COUNTY,NEW YORK . —W—• UNDERGROUND WATER ' ■ •.•.•.........CONCRETE MONUMENT _ / x47.6 •••'••••••••'•SPOT ELEVATION AREA OF PARCEL = 49,208± SQ.FT. OR 1.130± ACRES • °• �N TC ..............TOP CURB .. - ' O�Cn F.F.£L. •.••.•••••••••FIRST FLOOR ELEVATION NOTES WW ..............WINDOW WELL - •, �qP 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. 6 %% 2. BEARINGS AND DISTANCES AS SHOWN ON'THE FIELDS AT MATTITUCK"FILED MARCH 31,2006 AT (V P\. THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO.11370. • `O� SP1, JEF�"� / \ 3. ELEVATIONS REFERENCE NAVD 1988. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND • / •��P .�� °° £N O 4. SURVEYORS SEAL ISA VIOLATION OF SECTION 7209,SUBDIVISION Z OF THE NEW YORK STATE EDUCATION LAW. 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S EMBOSSED"OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. • �� \� 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ° yrs 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 AGENCYAND LENDING INSTITUTION LISTED HEREONAND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO / `+ ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. V E�1,4E 7. UNDERGROUND UTILITIES SHOWN ON THIS SURVEY ARE FROM UTILITY MARKOUT LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL i �� UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE x RESPECTIVE UTILITY COMPANIES. °° 8. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. ' •` �" i� 9. THE SURVEY CLOSES MATHEMATICALLY. S as �• ,a 9 ap pip a , 9 9 °° 3 a . \ �s Q-Q1�0510 1 { �QygeVP b P Gjt h2' C(_ 52.6 PJ�� 07/20/22 T.L.S. Revised certification T.L.S. 9 f °? ss\\ 07/13/22 T.L.S. I Revised certification T.L.S. \ ADO ' PSe ,JPS (]r505 a �O \ � DATE BY DESCRIPTION APPROV. BY LQ R. ` (.fi/j/S+ �y REVISIONS \z 53.4 �'� JQ,� £LANDS `-9,,,\ Town of Southold 40 Suffolk County, New York CERTIFIED TO: Stanley Road 40� s.ti� .l �F 1. Gilbert A. Valdivieso and Jennifer L.Perdigao Mattituck, New York ° 13 e� 2.Investors Bank,a Division of Citizens Bank,N.A.ISAOAIATIMA TR10 SUFFOLK ® 00NTYREAL PROPERTY TAX MAP P��/ ��t� 3.Express Abstract,Inc. Final AS—Built Survey DISTRICT SECTION 1000. s4.3 �rj� I hereby certify that this map was made from'an actual survey L. K. MCLEAN ASSOCIATES, P.C. ha Completed by me On 05/12/2021 and 07/07/2022. CONSULTING ENGINEERS & LAND SURVEYORS BLOCK 08.00 + 437 SO. COUNTRY ROAD, BROOKIIAVEN, NEW YORK LOT 069.000 -/_ owly��.t jw�1 A r,< Sheet No. �^ _ suyed By. CM/NR scale:. 1'= 40' TAMARA L. STILLMAN,P.L.S. Brawn Byi GLB Date: July B, 2022 b S.AShared With Me\Projects\20099.000 Fields 2 Mattituck Engr 8 Survey\Survey Dept\Drawings\LOT 15\20099.000 lot 15 Final AB.dwg 7/20/2022 229 PM Tamara Stillman NYSPLS No.50528 Approved By,' TLS File No. 20099.000 Il _MAR SURVEY OF PROPERTY ANDREV AND MARIA MAGRIPLES ' ON THE LEGEND SUBDIVISION MAP OF o ....- .. . ELECTRIC MANHOLE THE FIELDS AT MATTITUCK •.... • ...• WATER VALVE LOT 15 ." "•".""'-WATER METER _ FILED MARCH 31, 2006 AS MAP NO. 11370 - _ \ ....... CABLE TV BOX . r DW ........... : DRYWELL SITUATE AT ah, ® BATCH BASIN MATTITUCK T— " " •' UNDERGROUND TELEPHONE TOWN O�F7�S�OUT�H�OLDV 7�7� \ QT ..."'- ..TELEPHONE MANHOLE - SUFFOLK COUNTY,NEW YORK —E—'�'��...... ..UNDERGROUND ELECTRIC Jo —W— UNDERGROUND WATER I AREA OF PARCEL = 49,208± SQ.FT. OR 1 .130± ACRES ■ --- - ---CONCRETE MONUMENT • \ .—FIN W/CAP SET NOTES 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. "4V 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. ELEVATIONS REFERENCE NAVD 1988. /. Q�P� qti��' `♦ AS-BUILT SANITARY 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND �/ �S�J. ��_ �/ DISTANCES FROM CORNERS OF BUILDING SURVEYOR'S SEAL ISA VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEWYORK STATE 9 EDUCATIONLAW. -�o• Q� / ��' A B 5, ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND CV ST 33' 39' CENTER OF COVER LP 41.5' 45' CENTER OF COVER SURVEYOR'S'EMBOSSED"OR-INKED"SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. /' .� \ 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE o' NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS A - / SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO Z a� •9 THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO o QPo�w 40� \ ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. �� 7• UNDERGROUND UTILITIES SHOWN ON THIS SURVEY ARE FROM UTILlTYMARKOUT LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL p 4Z / �Y o y. UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZEAND TYPE BY THE Qti RESPECTIVE UTILITY COMPANIES. 8. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. 3 \DWS rZ 9. THE SURVEY CLOSES MATHEMATICALLY. 1OG4tOOy + SUFFOLK COUNTY REAL PROPERTY TAX MAP - o �2¢ o ` / +� r DW N DISTRICT 1000 \ \+� +/ / \ 9g1-04' BLOCK N 08.000 LOT 069.000 Qq / Ro DW IST J "�" o• \ 0\tom\ DSMIN + - 1' 'c\am DRAIN OCG 0 +/ FA, SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES / \ APPROVAL OF CONSTRUCTED WORKS FOR \ ��4j 9�i / N SAN 7/11/22 MF AS PER COMMENTS DATED 7/9/22 CID o ASINGLE FAMILY RESIDENCE \ o/ DATE BY DESCRIPTION APPROV. BY o \ �OP9433 +� REVISIONS oDate 7120/22 H.S. Ref No. R-21-0046 _ \ K TOWN OF SOUTHOLD' N SUFFOLK COUNTY NY N The sewage disposal and water supply facilities at this location have been �0 P/ e ® SITE PLAN E•' \ 1 69 + SCALE: 1°= 40' THE FIELDS AT MATTITUCK a U inspected and/or certified by this Department or other agencies and found '/ a to be satisfactory FORA MAXIMUM OF 4 BEDROOMS. y% LOT 15. SANITARY AS-BUILT �!��. / /�� of tirlvr PLAN 1 :2N L CRAIG KNEPPER, RE.,CHIEF * + �CpQp STII�90�p \/ L. K. McLEAN ASSOCIATES, P.C. o Office of Wastewater Management r j J CONSULTING ENGINEERS 437 SOU7N COUNM RD.,WMIGUVEN•NEW YORK 11719 'ter vos�a+4.�i,vME.+w�iw�°m,a a nu� � Q� Desi ned B 9 r MF CFD scale: AS 'NOTED sneee No. s py�A,n¢¢suw�.m.waunc Drown MF Det.: JUNE 2022 S� �° S A 3 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES MaM �ME ianv �f4'w Approved ay: RAS E.I.Ne. 20099.000 r �- m � TONN GOMMEENTS Z II AURORA ' ' RETAIN STORM WATER RUNOF PURSUANT TO CHAPTEI 236 APF ROVED AS NOTED OF THE TOWN CODE. A GUAL I T)e NEEM HOME_ MODEL X31' DATE: ,3 B.P.# �� n COMPLY WITH ALL CODES TF LL x +u� FY: NEW YORK STATE & TOWN CC p NOTIFY B ILDING DEPARTMENT ATw OASIS AT MATTI TUCX, GORf=. 765-1802 3 AM TO 4 PM FOR THE AS REQUIRED AND CON ITIO o a FfDLLOWING INSPECTIONS: aA z 0 q) 1. FOUND TION - TWO REQUIRED y Z FOR PO RED CC,N%RETE C ^,r1 " o' " NIU 3AR, 0 Q 2. ROUGH - FRAMING & PLUMBING T ^T USTEff d 3. INSULAI ON p 4. FINAL - CONSTr U.' " MUST -- N — BE CO PLE T E FC-R 0. } ALL CONS RUCTI-'N SCALL MEET THE REQUIREM NTS OF THE k^ODES OF NEW OCCUPANCY OR —t YCRK STA E. NOT RESPONSIBLE FOR DESIGN 0 CONSTRUCTION ERRORS. USE IS UNLAWF L WITHOUT CERTI ICA E � PL UM13 ER CERTIFICATION ON LEA CONTENT BEFORE OF OCCUPANCY CERTIFICATE OF OCCUPANCY } SOLDER USED IN WATER O SUPPL .'SYSTEM CANNOT PLUMBING EXCEED2110 OF 1% LEAD. ALL PLUM!B'!NG WASTE &WATER LINES NEED - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TESTI"IG BEFORE COVERING E -ECTRICAL ------ z INSPE TION REQUIRED TRUSS PLACARDING REQUIR :I} DO NOT PROCEED WITH - - FRAMIN 3 UNTIL SURVEY Must provide Manuals Li t=—Jj : OF FOUNDATION LOCATION HAS BE EN APPROVED. D, 1 and S as per ---- - ----- -------- — NYS Energy Code - - - - - - - - - - - - - - - - - - - - - - - - - - - - FINI5HED SECOND FEOOR _- Bloom* .r door f All exterior lightinI and dr�.ctivork died, replaced or repa testing . cgt�ircd. ired shall conform to Chapter 172 O- 0 of the Town Code m O El ❑ ® ® � ElEl � o m z -ju- o_jw ® ® ® E3E] E:IEI FLOOR AREATABLE ° z <= (z Z w o Z 4 L 6 ❑ FIN15HED FIR5T FLOOR FIRST FLOOR 1,215 Sf p� �' UJ ® Q - - - - - - - - - - - - - - - - - - -I, „ ��J - - - �� - - - - SECOND FLOOR 1,2 02 sf �/ <J 3� tX - - _ - - - - - - - - - - - - - - - - GARAGE 552 sf (L 0 O> v Q 17 ® ® ❑ ❑ E: r E BASEMENT 1,226 sf / Q • N FINI5HED GRADPORCH 241 sf z p ° I I I I I I I I I I I I I I I I TOTAL LIVING SPACE 2,417 sf ! _] I I I I ( I I I I I I I CONDITIONED FLOOR AREA 5A43 9f Z i I I I I I I I I I I I (INCLUDES BASEMENT) — - - —_ — — — — — — — INFILTRATION VOLUME 51,200 cf _ _ _ _ _ _ _ s (INCLUDES ATTIC 8 BASEMENT) I I I I I I I I I I I I I I I I I I I I I I I �1I II - - � - - - - - ❑ - - - - - - - - � - - - �- - - - I - - - - - - - - - - - - - � - ❑ 3 .4.� ,.. , ..xq .. ❑ — ❑T= - - - - - �_� - - - - - - I= � J - - -L===� - - �—�J - - - - - -I==� - - - L -- --- v,� �_ ^� �+ t✓bR } °rte ✓-r. �� I NI7EEX TO IRAN I NC 5 C' �, k �y1 Yf T1 • +` Z F... DRAWING No. .`�f COVER 4 ELEVATIONS A-I FOUNDATION PLAN • '�' izONT ELEVATION ON FIRST FLOOR PLAN A-3 2nd FLOOR PLAN A-4 WALL BRAG I NG 4 ROOF PLAN A-5 SCALE: I/4” = I ft 5EGTION5 4 DETAILS A-6 � ..1VERED FEB 1 2021 NOTES A-7 T,JI-DETAIL5 A-8 p J O r- O � r 00 O z (� m OK � O < oV 12 O V Z ly 5.25 O < 1L O°u ° ° O W LU_ z FE_I ❑ ❑ ❑ � 12 -�5.25 4 Q- ------------- ------------ 5 W LL F- L- O +I Ei -ill J, I DATE: FEBRUARY 2021 COVER 4 ELEVATION S51DEELEVATION REAR ELEVATION 5 �EELEVATION ' ' SCALE: I/8" = I ft SCALE: I/8" = i ft SCALE: 1/a" = I ft DRAWING NUMBER A == I A A-6 235# ASPHALT SHINGLE5;MIN. (4)-FASTENER5 PER Z STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE H O 24'-4" No. 15 ASPHALT FELT UNDERLAYMENT[8905.1.1] v _ TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER> 4:12 1 14'-8 I/4" 7'-5 I/2" SELF-ADHERING POLYMER-MODIFIED Z V 2x8 [UG3B] P.T. LEDGERBITUMEN ICE SHIELD BARRIER [Rc105.1.21 Q 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES 112"4) x 4" GALV. LAG 5GREW5 AT 16" O.G. r U 1 I 1 STAGGERED [R50-7.q] P.G. FTGJ1-1 36 INSIDE EXTERIOR WALL LINE FOR > 8:12 SLOPES a I/2" STRUCTURAL PANEL SHEATHING [Ra03.21 WO 4'-6" - - - - - - f.-- 4- BASEMENT ENTRANCE STAIRS __ I J(2)-2x10 P.T. GDR L J 8" REINFORCED CONCRETE RETAINING WALL R-3q GLOSED-CELL SPRAY FOAM (SPF) INSULATION #4 REBAR AT 12" ON-CENTER EACH WAY [I I lu Ul o STANDARD HOOK AND LAP INTO I6" x 8" P.G. FF-- m DECK FOOTING. 2" MIN REBAR COVER SOLID WOOD BLOCKING z Dn ABOVE - O m N � O - - - - _ -_- - - - - - - - - - - - - - -- - - - - - - - - - - - - --- - - - - - Iq 11 H 0 CEILING JOIST Q _ y - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - o •C�, F- - 3°24 SL 3024 5L I I DRIP EDGE [Rg05.2.8.5] I I � 1x8 WOOD FASCIA d 1/2" GYPSUM WALLBOARD II" T SOFFIT VENT r I 7156 R I fl I i DOUBLE 2x TOP PLATE VINYL SIDING. ATTACH THROUGH RIGID i- - - - - - - - - - - - - " I d� MINIMUM 24" LAP SPLICE LENGTH (8602.3.2) INSULATION TO WODD FRAMING PER I _ - . - _- . -_ I MANUFA6TURER'5 INSTRUCTIONS FOR HIGH-WIN _ _ I EMERGENCY ESCAPE RESCUE OPENING I AREAS AND TO RESIST A MINIMUM 28 psf 3H ND I [R 1I.?8)- - - - I SUCTION LOAD (EXPOSURE B) OR 40 psf } - I GAS WATER HEATER [8310] I GONG PLAT i (EXPOSURE G). HW A. O. SMITH a I AND STEPS GPVT 50 200 r _ CAPACITY = 50 gal BASEMENT 3068 I I <- ON 10 RISERS O Q �t 4" P.G. SLAB DRYWELL o I I - - - - - - - - - - - - - - - - PLASTIC 0 I _ _ I INSULATION. INNSS ANLL ANDTTAPE ALL SEAMS PER x - - - - - - MANUFAGTURER'5 IN5TRUGTION5 [R-103.2] _ NOTE: - - - - - - - - - - - - - - - - - - - - HOLDDOWN5 ARE N 3-1/2"Q 5TL COLUMN I I 2x4 WALL STUDS NS L O.G. R-15 UNPAGED FIBERGLASS BATT INSULATION NOT REQUIRED FOR 6"xl0"x1/2" TOP PLATE I I 23'-8" I I R-5 I-INGH THICK EXTRUDED POLYSTYRENE (XPS) O - -� 8"x60xl/2" BASE PLATE I I I 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL USING _ THIS PROJEGT. oN 2'-6"x2'-b"x12" DEEP P.G. FTG. I B " 2-O I I (3)-1.75 x 11.875 LVL GDR w/(3)-#5 REBAR EACH WAY I I I I CAP-HEAD NAILS WITH A MINIMUM /a I I 8-13 2(AL50 AT 81M JOIST IN SECOND PENETRATION;SPACED 12" O.G. PERIMETER AN (ENGINEERED DESIGN) (TYPIGAL-4) I I I I6 O.G. FIELD. FLOOR PLATFORM - NOT SHOWN) I I 7'-2" r - - _1 7'-4" r - - � 7'-2" r - - � 7'-2" F -I 7,-2" I I I I I/2" STRUCTURAL PANEL SHEATHING Q ,---��, i- -- -- I I I _ 3/4" STRUCTURAL PANEL SUBFLOOR 2 SOLE PLATE O I I I I m 2x BAND J015T O L_ - - J BEAM POCKET I I I M I I N I I I (rYP 2) I I I I 2x6 PRESERVATIVE TREATED SILL [Ur-21 FLOOR J015T5 COPPER TERMITE SHIELD OVER SILL SEAL (3)-2x10 FL HDR (3)-2x10 FL HDR J UNEXGAVATED I I �N' EXTEND SIDING TO WITHIN 12" OF FINAL 3-1/2"(P STL COLUMN I ® I I W I I WOOD SILL PLATE TO FOUNDATION ANCHORAGE GRADE FOR H15TORIC DISTRICTS 13 4.5"AO"xl/2" TOP PLATE I = ly ( I I I [R403.1.6) 0 8x8 xl/2 BASE PLATE �t I 0 MINIMUM Y2" dia. ANCHOR BOLTS SPACED NOT ZD ON 2'-O"x2'-O"xlo" I __ 1 m I o GREATER THAN b FEET ON-CENTER EMBEDDED f[� DEEP P.G. FTG. -� 1 (2)-2x10 1 - (u Q I I I I NOT LE55 THAN 7" INTO CONCRETE OR GROUTED FINISH GRADE �J 1L 1 FL HDR I I I CELLS OF CONCRETE MASONRY UNITS. THE z -; 3-1/2",PSTL COLUMN 0 I I M I BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD _ i u- 4.5"x7"xl/2" TOP PLATE cx I p � I I I OF THE WIDTH OF THE PLATE. A NUT AND n/ (� O I I 8"x8"xl/2" BASE PLATE N I ID N I I I I WASHER SHALL BE TIGHTENED ON EACH ANCHOR F +�- N ON 2 O x2 O xlO $ I BOLT. THERE SHALL BE NOT FEWER THAN TWO l(1 i 3024 LT SL I I I DEEP P.G. FTG. 286 STUD I I STRAP UNDIER P05LL TETO ROOF UPLIFTI I LOCATED NOT MORE THAN LTS PEP, PLATE 112rINCHES ORHITH ONE LE55z I- U)� W�j WW _o Z IIJ BEAM (TYP-4) I I THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH LL^ Z Tw Z DECK LATERAL CONNECTION [8507.9.2) I I i 13'-4" I I I END OF THE PLATE SECTION. WALLS 24 INCHES (3 W^ } 65 0 } Z � J't Q J W SIMPSON DTT2 I I 1 TOTAL LENGTH OR SHORTER SHALL HAVE NOT z N z z m - Z INSTALL IAW MANUFACTURER'S SPECIFICATIONS I _ _ _ - _ i I I I FEWER THAN ONE ANCHOR BOLT LOCATED IN THE ��0 (TYPICAL-6) - _ B' P.G. FOUNDATION 5TEMWALL UPON CENTER THIRD OF THE PLATE SECTION AND "� 0LH Q U) I I r dZ I6" x 8 DEEP CONTINUOUS P.G. FOOTING I I SHALL BE ATTACHED TO ADJACENT WALL w �L m O dl - I I I DROP FOUNDATION BELOW SLAB DROP FOUNDATION BELOW SLAB I I PANELS AT CORNERS AS SHOWN IN ITEM 9 OF Q QQ 0 cry v v < W ® W O -I AT DOOR OPENINGS AT DOOR OPENINGS TABLE R602.3(U. fY WW -- -- -- (- - - I DECK I -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� i paoo � ix / �} �� d LU L '77 (2)-2x10 FLUSH _ ABOVE _ - - (2)-2x10 FLUSH - - - - - - - - - R-II BASEMENT WALL BLANKET INSULATION p v w w Q f- o - - - - - - - - - - - - - - - - -- - - - - - - �W Qw�� „� aQ �(� N � � Q 4 I- - - - - - - - - - - - J �cn oy (a iv I I I L I P.G. FOUNDATION WALL !P m O u- d) cs 0 < Q - _ _ CONTINUOUS HORIZONTAL REINFORCEMENT: ONE No. 4 ~t O O 1--1 - - - - - - - - Q - -- - - - - - - - - - BAR WITHIN 12 INCHES OF THE TOP OF HALL STORY x - c0 AND ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL X tL 2'-q" q'-2" 2'-q" LL 8-O' * .. .2'-q" q-2' 2'_q" 2'-e>" 8-4 I-8 8-4" 3-4 STORY [TABLE 8404.1.20)] � N 2x8 [UG3B] P.T. LEDGER EXPANSION JOINT O 1/2"(P x 4" GALV. LAG 5GREW5 AT 16" 0 O.G. STAGGERED [R50-7.q] (2)-2x10 GDR __1r 4" P.G. FLOOR SLAB (2)_2x10 GDR POURED CONCRETE FOOTING .�-'` r- t r r• . L L _ J _ J ON UNDISTURBED SOIL [8403.1] 0 •',' Q'* MIL POLYETHYLENE FIL P.G. FTG M ' .••.:.r+ 6 ; CONTINUOUS UNDER 5TEMWALL r ``'� J °`'� � •t 2 2 T`00'F I OAL WALL. SECTION <411, .A", 7_O g'-011 q'-I 3/4" b'-6 3/161, 7'-O" 24'-8" SCALE: NTS 4" QE'IJVERED FEES 1 1 2021 r 4"x4" [UG45] PRESERVATIVE TREATED POST WITH GALV. METAL POST BASE ANCHOR ON 12"0 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 WAY, REBAR 4" ABOVE BOTTOM r- MAXIMUM SUPPORTED LOAD AT 7' DE51GN DEPTH = I8k IN PRESUMPTIVE 2k BEARING SOIL (TYP-q) Q A-6 (ENGINEERED DESIGN) O d � Oj r O0 Q FOUNDATION PLAN cj z W 50ALE: I/4 = I ft O z 0 0 < D �t 6 < < A z STRUCTURAL DESIGN NOTE tuUj w Z HINDOW AND DOOR 50HEPULE In accordance with the 2020 RGNY5; structural a < OL �-- No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL elements such as engineered wood, steel and F- .� � A WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSUREB/C OPENING COMMENTS steel/wood composite columns, beams, headers and Q girders that: (� A UNITED WINDOW 3900 3050VA 30 7/8"x 2613/16" 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 GRILLEp - 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 I) resist gravity loads, and v w .\L 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[20 sf] 24"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE 2) are not contained in the prescriptive design 0 W E UNITED WINDOW 3900 3050VG" 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.28 -22.0/-26.6 psf[20 sf] 36"x 60" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE _ 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 provisions of the 2020 RGNY5 IL Q G UNITED WINDOW 5500 3024V N/AV N/AV N/AV N/AV 7.0 sf U=0.30 SHGC=0.30 -22.0/-29.7 psf[20 sf] 36"x 28" G SLIDING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE(BASEMENT) were designed In accordance with 10 H UNITED WINDOW 4500 PD6068V N/AV N/AV N/AV N/AV 40.0 sf U=0.28 SHGC=0.31 -20.0/-27.0 psf[50 sf] 72"x 80" H PATIO DOOR,LOW-E GLASS,ARGON,NO GRILLE ANSI/AWG NDS-2018 with 2018 supplement. p I THERMA-TRU FIBER-CLASSIC FCM65/FCM65SL 36"x 80" 20 sf 5.0 sf 20 sf 34 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sf] CHECK UNIT 1 FRONT DOOR WITH SIDE.-LITES,MAHOGANY,CLEAR GLASS J C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x T± 56±sf - 56±sf 56±sf N/A N/A -23.0/-27.8 psf[50 sfJ CHECK UNIT J RAISED PANEL GARAGE(DOOR,WHITE,OPTIONAL INSET GLASS Structural elements such as wa I is and fenestration K THERMA-TRU SMOOTH-STAR SSF220 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.18 SHGC=0.01 NIA CHECK UNIT K SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR that: L THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sfj CHECK UNIT L HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR DATE: FEBRUARY 2021 MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED I) resist wind loads, and MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft; EFFECTIVE WIND AREA AS NOTED IN BRACKETS[_sf] ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 2) are not contained In the prescriptive design FOUNDATION PLAN $ 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 DEVON." A - 2 A m A-6 7 NOTES INDEXED TO THE 2020 ENERGY GONSERVATION G0N5TRUGTI0N -7'-10 1/2" 10'-6 1/2" 12'--1" b'-4" O GODE OF NEW YORK STATE v RI01.5 COMPLIANCE: This building was designed and shall be constructed to meet the 2020 EGCCNYS. Both RE-5check(U.S. PROVIDE RESERVED PAGE IN SERVICE PANEL TO CODE In Department of Energy) and REM/Pate (Norelco) computer FOR FUTURE SOLAR ELECTRIG INSTALLATION [TIO3A) Z software was utilltzed to demonstrate compliance. All O mandatory provisions of the 2020 EGGGNYS - Residential HOOD STEPS Provisions are In force. ATTIC, PATH Y FOR SOLAR ELECTRIC [TI03.8] Qc INSTALL 2"0 VERTICAL SCHEDULE 50 PVC, CONDUIT HALL LINE THROUGH ALL WALLS To ATTIC, WITH TEMPORARY PLUGS LL RI05belie an p ofessiooSTATEMENT: a Judgement,these plans kcomplyw ith the 8-O ABOVE OR C, P5 AT EAGH TERMINUS [E3802.3.2]. CLOSED-CELL SPF Q I. Energy Code. Furthermore,as a RE51NET certified rater (I D. U1 -:...- No. 26143q7I), I certify that these plans comply with the Home -I Q O Energy Rating System (HERS) program. A signed certification O O O O 4 ° Z of compliance with the HERS program (NERC will be submitted Q PIG 8E of the constructed building to demonstrate compllane. �n Q - I --. GYPSUM BOARD z J (3)-3050 babe -- _ -- I_- 1 I- 7p, -- O ..d 8301.1 CLIMATE ZONE: 4A Suffolk,NY Q w-- (2)-115x11.25 LVL HDR (2)-1.75x1125 LVL HDR - - T , ® (V ---- - -- r` CONTINUOUS BEAD OF .d J 0 (ENGINEERED DESIGN) (ENGINEERED DESIGN) j iv j DW jI ! SEALANT R4012 COMPLIANCE: This project complies with 2) Section R405 v-Q D = L _ __1____J_______ I Q 1 z t- `' � ,, I 1 - Simulated Performance Alternative,and the provisions of U�_..I , N 6YP5UM BOARD Sections R401 through R404 labeled "Mandatory." J EXTERIOR i Mandator re uirements: z R INTAKE yy a '�o� � = KITCHEN i ; 36" GUARD [8312.1] � - ' R40r.3 CERTIFICATE: Builder to post per Code. z q [81006] m I I GONTINUOU5 BEAD OF R402.4.1 THERMAL ENVELOPE: To be tested d verified to 3 251-4" - I m I r 3 " HAND Il- [R 11.18] SEALANT AGH by HERS rater. See Table 8402.4.1.1 in plans. R402.4.2 FIREPLACES: Factory built with UL 12'7 doors. z -- ----------- r I GONTINUOU5 MINIMAL R402.43 FENESTRATION: See window/door schedule N N V 1= I - EXPANDING FOAM AT WINDOW R402.4.4 FUEL-BURNING APPLIANCES: All room heating and z FAMILY ROOM BREAKFAST o 1 aJ �:_O" I 4'-4" 0 I BA EM NT EN GE Q IL e UNIT PERIMETER hot water heating appliances to be direct vent with both O �� - O <- O N - L Intake and exhaust pipes Installed continuous to the , O : - L------------------ _ N f Lu�� UL 12"i LISTED AND S ? outside. z Q- LABELED 36" Q WINDOW UNIT R402.45 RECESSED LIGHTING: IG-rated and labeled as NOTE: Ll'-O" GEILING HEIGHT v i tY FACTORY-BUILT O O O O O I= I hhavinon per eair leakage rate of not greater than 2.0 cfm FIREPLACE [81004] THROUGHOUT FIRST STORY Q - R4025 MAX. U-FACTOR d 51-ICG: See window schedule. 25 cfm CONT. I - I ELEG. PANEL Prof TECHNOLOGIES ~ cv TO ERV 8403.1 CONTROLS: See plans for thermostat Information. � R403.32 DUCT 5EALIN6: All duct joints shall be MODEL T705 tt [Mi505.4] e mechanically fastened and sealed with duct mastic PROGRAMMABLE I I e CONTINUOUS MINIMAL sealant. Apply mastic to duct seams. THERMOSTAT - EXPANDING FOAM AT WINDOW R403.3.3 DUCT TESTING: A duct air-leakage test Is not F I I e -�- (3)-1.75 x 14 LVL FLUSH (3-1' LONG) I I UNIT PERIMETER required under exceptions I and 2. (2)-2x10 HDR � I E v INTERIOR GARAGE WALLS: 8403.35 BUILDING CAVITIES: Framing cavities shall not be I e -�- 6'-b" II'-4" I I o R-15 BATT INSULATION used as ducts or plenums. REF I ,.. R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate 0 4x4 P05T I J Ys" GYPSUM BOARD mechanical system piping carrying hot water to an p 36"GUARD [R312.1] ° - I l' Ii- R-value of not less than R-3. Q 6ARAGE GEILING: R403.5.1 HEATED SERVICE HOT WATER(SHW) CIRCULATION m 24111 O „ -� Ys' GYPSUM BOARD GONTINUOU5 BEAD OF SYSTEM: Not in project. PDR 3-O LOAD BEARING LL 4x4 P05T I HEAT DETECTOR U [TABLE 8302.6] R403.6 MECHANICAL VENTILATION: ERV continuous O N 36" RAILING o SEALANT ventilations stem specified In the plans exceeds the ' N-> , I F 4 �-} N -� y p p m u to R m I 4--b" 4 6" q-2 minimum efficacy of 1.2 cfm/watt. 4x4 POST K R403.'1 HVAC EQUIPMENT: Sized In accordance with ALGA GYPSUM BOARD Manual J and Manual S. __ _ _ SELF-CLOSING 2.5.11 R403.8 MULTIPLE DWELLING SYSTEMS: Nota livable I O 287 R403.q SNOW MELT: Not in project. pp J I 36' 6U ARD [R312.1] 3-2 I N [MI505,4]ONT. TO ERV ° F.R. DOOR[8302.5.1] POOLS AN SPAS, Not In project. u� o �y - Q _� G -- -- - -- -- -- -- -- R403.10 p j _ , I 2" m (3)-1.15 x 14 LVL DROP HDR CONTINUOUS BEAD OF R403.11 PORTABLE SPAS, Not In project. - �o rn (Y I „ u N ADHESIVE R404 LIGHTING: Builder to Install high-efficiency lamps in at N 2 O 2'-6" o (ENGINEERED DESIGN) least c10% of permanently Installed fixtures. Q t a m c CONTINUOUS BEAD OF I� - - GARAGE SEALANT R405 SIMULATED PERFORMANCE ALTERNATIVE: This method was � �� DOUBLE 1� C, �� Q 5" P.G. SLAB used to show compliance with the Energy Code. REM/Rote , I-1 !L FL HDR U_ ® O PITCHED TO DOOR o software was used to model the building performoce - see � J (-1 SMOKE + G.O. 0 (n (� I, ---_._-___------ --- - --- -- 2020 IEGG Energy Cost Compliance report provided with Iv DETECTOR (TYP) DININO ROOM � - v 1--I l` '2" CLOSED-GELL 5PF Permit Application. REScheck was used to model the building O I x LIVING ROOM _ I_ o -', �P 9 - _ - : performance based on national standards - see RECcheck - 1 v I`t - --'-'-- -----------� r-'------- ----------- ,' p � � o - - FOYER � Gompltance Certificate and Inspection Checklist provided with - _ r -' (x x � I I I U I Permit Application. r HAZARD G ZING [8308.4] 411 IN i 14'-O" I I N I LU m w V LU 4.. I N IN I i i i 4" V Wm zo CONTINUOUS BEAD OF 24'-O"I I v z Z Z J J � SEALANT z W GYPSUM BOARD I 1 I I I Q �' - O z 1 O (2)-2x12 HDR R.A.G. W til i i - I O I I 0 I IX �-�--� O z dJ z CD(� - �Y L-_ (2)_2x12 HDR--_-_J `__ (2)_2x12 HDR ___ I Q lu >' d) ® WO i-J (2)-1.75 x 14 LVL FL (2)-1.75 x 14 LVL FL -J Q O i mac i CONTINUOUS BEAD OF � Q�- < I SEALANT (2)-3050 Q o PORCH (a)-3°5° "- 0 11 I CONTINUOUS MINIMAL (3 Z Q Q 5/4x6 DECKING r(� N O < UNITAPERIIM TER M AT WINDOW O O E E < -7 O O 2-q q-2' 2 q" U 8-O 2-q' q'-2" 2-q 61-101. 10-O -1-6 x h1NDOW UNIT (OR TABLE R402.4.1.1 -2020 N 4x4 P.T. POST ' hEATHER-PROOF DOOR) AIR BARRIER AND INSULATION (TYP-6) I INSTALLATION N) (3)_2x12 HDR 'I (3)-2x12 HDR -- (ENGINEERED DESIG II COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION -�- CRITERIA A continuous air barrier shall be Installed in the building envelope. I CONTINUOUS MINIMAL WOOD STEPS i EXPANDING FOAM AT WINDOW Air-permeable insulation shall notbe used as ,� •,..., General requirements The exterlorthermai envelope contains a ,. �.*•° •• a sealing material. t � UNIT PERIMETER continuous air barrier. g . . fr apt",. '*ter✓ j Breaks or joints in the air barrier shall be sealed. 15'-2" T-O" 15'-2" 24'-4" The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. The insulation In any dropped ceiling/soffit 61'-8" � Ceiling/attic �`>SC,-`;4 shall be aligned with the air barrier. CONTINUOUS BEAD OF Access openings,drop down stairs or knee wall , •�,as te,y C ;,a` doom to unconditioned attics aces shall be sealed. ;`° ` ^••+ �'"p SEALANT s,,,�^,�• �t�4, '. Cavities within corners and headers of frame �~ The junction of the foundation and sill plate shall be walls shall be insulated by completely filling sealed, the cavltywith a material having a thermal A <,,f..=y,+•� •••" CYP5UM BOARD resistance of R-3 perinchminimum. I5T FLOOR PLAN, p �:,.1�ERED FEB 1 1 2021 Wails The junction of the top plate and the top of exterior walls shall be sealed. Exterior thermal envelope insulation for A-6 CONTINUOUS BEAD OF framed walls shall be installed in substantial � ADHESIVE Knee walls shall be sealed. contact and continuous alignment with the air SCALE: I/4 = I ft CONTINUOUS BEAD OF barrier. Q SEALANT Windows,skylights and doors The space between window/doorjambs framing and O framing,ands"lights and framin shall be sealed. O 2 � Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floor framing cavity insulation shall be O O 2" CLOSED-GELL SPF installed to maintain perm anent contact with the underside of subfloor decking. r- Floors including cantilevered floors The air barhershall be installed at any exposed Alternatively,floor framing cavity insulation !' shall be in contact with the top side of and floors above garages. edge of Insulation. O 3 sheathing or continuous insulation installed 0 on the underside of floor framing, and Q extending from the bottom to the top of all O V m perimeter floor framingmembers. Exposed earth in unvented crawl spaces shall be Crawl space Insulation,where provided O U CONTINUOUS SILL SEALER - Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be O 1 - overla In joints taped. ermanentl attached to the walls, ly ,./ FULL WIDTH OF SILL Duct shafts,utility penetrations,and flue shafts Z Shafts,penetrations opening to exterior or unconditioned space shall be O i L FOUNDATION WALL sealed. O Q Batts to be installed in narrow cavities shall ' be cut to fit or narrow cavities shall be filled u 1L Q Narrow cavities with insulation that on installation readily V .� Q Z CONCRETE SLAB conforms to the available cavi space. STRUCTURAL DESIGN NOTE 111 D Air sealing shall be provided between the garage Garage separation _- -------------------- ------------- -- and conditioned spaces. Q a Recessed light fixtures installed in the building Recessed lightfixtures Installed inthe In accordance with the 2020 RGNYS; structuralDL E- Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight elements such as engineered wood, steel and -� surface. and IC rated. steel/wood composite columns, beams, headers and \Y / g �-- X I•- • OL In exterior walls, batt insulation shall be cut h 4 4 ' neatly to fit around wiring and plumbing or girders that: Plumbing and wiring insulation that on Installation,readily Q conforms to available space,shall extend V --1 V behind i fn and whin . 1) resist gravity loads, and _JI The air barrier installed at exterior walls adjacent to V IL Exterior walls adjacent to showers and tubs --1 O O Shower/tub on exteriorwall showers and tubs shall separate the wall from the shall be insulated. 2) are not eontolned in the prescriptive design O 1 shower or tub. L rovisions of the 2020 ROWS F- The air barrier shall be installed behind electrical p LL O NOTE: IT 15 THE INTENT TO PROVIDE FOR A Electrical/phone box on exterior walls and communication boxes. Alternatively,air-sealed a ►� 0 CONTINUOUS AIR;BARRIER ALIGNED WITH THE boxes shall be installed. Were designed in accordance with F- lllVnnn THERMAL ENVELOPE. THIS DETAIL SHOWS HVAC supply and return register boots that TYPICAL METHODS OF AIR-SEALING U51NG VARIOUS BUILDING ELEMENTS, APPROVED HVAC register boots penetrate building thermal envelope shall be sealed ANSI AWG NDS-2018 with 2018 supplement. O ADHESIVES AND SEALANTS. FRAMIMG b the boot. r,wall covering or ceiling penetrated Structural elements such as walls and fenestration by the boot. GONFIGURATION5 NOT SHOWN, SUCH AS Where required to be sealed,concealed fire that: CANTILEVERS AND STAIRWELLS, SHALL BE sprinklers shall only be sealed in a manner that is SEALED IN A 511HILAR MANNER TO PROVIDE FOR recommended bythe manufacturer. Caulking or A CONTINUOUS AIR BARRIER ALIGNE7 WITH THE Concealed sprinklers other adhesive sealants shall not be used to fill DATE: FEBRUARY 2021 THERMAL ENVELOPE IN ALL LOCATIONS. I) resist Wind loads, And voids between fire sprinkler cover plates and wails or ceilings. 2) are not contained in the prescriptive design FIRST FLOOR provisions of the 2020 RGNYS PLAN AIR SEAL I NO �E-rA I LS AIR SEAL 11�IO NOTES were designed in accordance with ASCE '1-16 wind SCALE. 3/.F - 1 ft I J provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." m Z O A A-6 i----------------------------------------- V I I Cwwt 23'-8" L-------------------- H V I I � -O" I '7'-2" i 2'-6" 6'-IO" 4'-4" Z7 LL O I I Qv p A A o ww 3 ° O 4 ° R Z N 0 0 (V Ayy INC PIG RE _ 0„ 8 oil I N i- a 4p 'd ! A in N I—) U cu, N 6°16 Q M BATH TRAN50MBEDROOM 3 GL BEDROOM 4 m 8'-0" G Ht _ n/ 8'-O" G Ht 8'-O" G Ht O OI N N -� J I (V N O HVAC EQUIPMENT IN ATTIC _ \x 20 cfm CONT. • WHOLE-HOUSE MECHANICAL VENTILATION [R403.67 GAS OR PROPANE FURNACE: LENNOX ELI"16UHOlOXE36B i a TO ERV It- - -� I- 20 cfm CON LENNOX HEALTHY CLIMATE ERV5-175-TPD ENERGY RECOVERY VENTILATOR GLASS IV DIRECT VENTED TO OUTSIDE;AHRI 201848510 - [MI505.4] I Pro I TECHNOLOGIES - N = TO ERV � -------- -------------------------------INSTAL-L-E�1/-UNIT-IN-GON9�-TJONED-Ai'TIG. HEATING GAP: 64,000 Btuh;AFUE = "16.1 [MI505.4] I DUCTS SHALL NOT BE CONNECTED TO THE HVAC SYSTEM. MODEL T`105 in N U BATT..} �i O �t INDOOR COIL: LENNOX GH35-30B+TDR L ____ PROGRAMMABLE �p d THERMOSTAT �,)_ x o § I ^' OUTDOOR UNIT: LENNOX ML14XG1-036-230G;AHRI 2033746"10 5 N HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL , 1 COOLING GAP: 34,800 Btuh;SEER = 15.10 ® 26'1° 267° O 24�10 OWER 3-0 INSTALL IN AN AGGE551BLE LOCATION ON A 2nd STORY WALL. INSTALL IAW MANUFAGTURER'5 SPECIFICATIONSJ. Jt I STALE AIR TO OUTSIDE AND FRESH �IR FROM OUTSIDE: 6" dia. DUCTS CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL g5P0-7 SMOKE d G.O. 1 I HALL C� 40DETEGTOR (TYP) O IA.(�RUTURNI 2�° 24'1° CC4. FRESH AIR TO INSIDE DIFFUSER IN H4LLWAY: 6" dia, DUCT '-O" 10'-0" HALF WALL m L m 24-10 STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. AO (2)-2x10 HDR -- - ;� 1N STALE AIR DUCT FROM KITCHEN HINdED EXHAUST GRILLE MODEL 18N48 0 (2)-I.15x"1.25 LVL FLUSH ________--______-______ a ALL DUCTS INSULATED TO R-4.2 -- -- - -- - ------- 3050 -- -- -- p N 3°5° (ENGINEERED DESIGN) - ---- - - - -- - -- BI-FOLD SYSTEM TO BE SET AND BALANCED tO CONTINUOUSLY PROVIDE [M1505.4.4]: m H ND I m 2670 BEARING WALL MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM D '� RYER WASHER I /x AND MINIMUM 25 cfm EXHAUST FROM(KITCHEN. 36 HANDRAIL [ 31 . .8] I 3'-2" 4'-6" DRYER EXHAUST I 2¢1Q 4„ 4.. r (M1502] 12" x 12" AIR TRANSFER GRILL IN GEILING _I N m O N 6 I - O DOUBLE FRAME - I Q 4 O OPENING `9 I : � I X X I f n 0 o N 4" I V N BEDROOM 2 N � r W.I.G. 247° M65TER BEDROOM i Z 8'-0" G Ht 8'-O" G Ht 4„ 14'-0" 2'-2" 5'-6" 4" 14'-0" i lu vlu zU (2)-1.15x14 LVL_wMT530 MTL STRA_P_AT EACH END (2)-i.'15x14 LV_L_w/HT530_M_TL STRA_P_AT EACH E Z Z d't � z V (ENGINEERED DESIGN) (ENGINEERED DE510N) [A '— -1 1W 13 Z W 2x8 GJ AT 16" o.c. 2x8 GJ AT I6" o.c. I p '�II-11 < ti O Z (2)-2x10 HDR (2)-2xLHDR I Z J�--1 O Z Z------------------------------------------------------J _3" CLOSED-CELL SPF OL UJ BETWEEN RAFTERS IQ � � La �� (2)-3°5° (2)- O O- Q < 2'-q 8-O' 2'-q q-2 Z-41 < z p p ---------------- I I i I I I I I I I L-----------------------J ��•w. t "Iwo Inc' . t k: �x . �'�f S• &•e. ...,e- tar'�p A-6 q"INERED FEB 1 1 2021 SEG01�1�) FLOOR FLAN, p 50ALE: 1/4" = 1 ft O r O O DL z (gym oK O 0 z n, o QIL SOLAR-READY O X 0 t 0 CERTIFICATE O Y U 1L O < — � Qp Z This home has STRUCTURAL DESIGN NOTE LU aWW Z incorporated features at lX v the time of initial In accordance with the 2020 RCNYS; structural < �-- < construction to enable the o elements such as engineered wood, steel and -1 installation of solar steel/wood composite columns, beams, headers and �Q OL electric.. girders that: to — N The solar-ready roof 1) resist gravity loads, andv _w zone Is shown on this GO UIT Y U- construction plan excerpt 2) are not contained in the prescriptive design O W O O U T n and Is free of GO UIT p p g tL _ O obstructions that would U d) provisions of the 2020 RCNYS IL limit were designed in accordance with a placement of solar P � m panels. ANSI/AWG ND5-2018 with 2015 supplement. O Plastic conduit for future o Strut tura) elements such as walls and fenestration electric wiring has been that: installed through walls at SOLAR-READY the locations shown to DATE: FEBRUARY 2021 I) resist wind loads, and ROOF ZONE fac111tote the installation of wiring between the 2) are not contained in then rescrl tive desig Zn R electric service panel and provisions of the 2020 RGNYS PLAN roof-mounted solar panels. were designed in accordance with A5GE 1-16 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur In the plans, they are annotated ''ENGINEERED DESION." A _ 4 CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TI03.10] z O BWL B BWL A V ROOF LINE 51-01 3'-V" .. ........... 2,_4„ �,1 I � i,;_';, ----------�i:.:':�.__=�=�-"_.1;---; - - 1rK.�.��,:-�� TABLE R802.5.2 RAFTER/CEILING JOIST HEEL � L �-- -� b c d e � a- -------- I=---- -_! -- BwL I I II; I Sa, .g O I - - -- _-. -----I I i { JOINT CONNECTION -- m - ------ 1. I -- - _ GROUND SNOW LOAD (psfl '• W -I r 30 OL 20 O � oRAFTER z - i RAFTER Roofs an feet )i Q SLOPE SPACING p (feet) o --------- (inches) - 12 20 28 36 12 20 28 36 �11 N + 3 a d F - - Required number of 16d common < bOF nails per heel joint splices N i 3 H a,b ',d,e [� tY 12 4 6 8 10 4 6 8 11 N \ # I i ( � 10 13 5 8 11 14 N ; / \•I i cv 24 7 11 15 19 7 11 16 21 u� _._....._--..._.................__,.__. : -_ 12 3 5 6 8 3 5 6 8 " i% 1 _. .._. _.. . _.. i -......... ......._._.-.._... 4,12 16 4 6 8 10 4 6 8 11 a I o 24 5 8 12 15 5 9 12 16 , \ ii.. ...,_.. __�I_.. ; r �`i dJ ! Q •� � r.. POST DOWN POST DOWN FOST DOhIIV ,� -- 12 3 4 5 6 3 4 5 7 V I f - p ?tGGE55 ROOF j m m 135 x Ib LVL STRUCTURAL RIDGE )1 5:12 16 3 5 6 8 3 5 7 9 4 7 �1 I.�5 ?I6 VL1 RIDGE I N 24 9 12 4 7 10 13 __.._. i; 'i l { i it 12 3 4 4 5 3 3 4 5 7:12 16 3 4 5 6 3 4 5 6 i 24 3 5 7 9 3 5 7 9 ROOF BEL OW 3 4 4 9.12 2 3 3 3 3 4 ��s 24 3 4 6 7 3 4 6 7 N �: 2x10 RIDGE - �- 12 3 3 3 3 3 3 3 3 -_-.�_ _.___-_� 12 12 16 3 3 4 4 3 3 3 4 v S , ATTIC PATHWAY F OR SOLAR ELECTRIC TI03.8 „ [ ] 24 3 4 4 5 3 3 4 6 1 I i INSTALL 2 lP VERTICAL SCHEDULE 80 PVC I dCi lY '� CONDUIT THROUGH ALL WALLS TO ATTIC,WITH TEMPORARY PLUGS OR GAPS AT EACH TERMINUS For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 pound per [E38,02.3.21. p --- p square foot=0.04 kPa �..-J . q 79 -- - ' - -------- -- BWL 2 N ; . N a. 40d box nails shall be permitted to be substituted for 16d i --------- 2-q ----- - 21-q" 12-Q I cv z %' cv z ° common nails. o ' o ACCESS ROOF b. Nailing requirements shall be permitted to be reduced 25 z !� z �- percent if nails are clinched. c. Heel joint connections are not required where the ridge is supported by a load-bearing wall,header or ridge beam. d. Where intermediate support of the rafter is provided by 2x10 RR AT 16" o.c. 2x10 RR AT Ib" ox. - _ - - _,. 2x10 RR AT Ib" o.c. 2x10 RR AT 16" o.c. 9 vertical struts or purlins to a load-bearing wall,the 1 tabulated heel joint connection requirements shall be ROOF LINE 11 WALL INE permitted to be reduced proportionally to the reduction in OL span. / e. Equivalent nailing patterns are required for ceiling joist u) H ROOF LI ;� ' .. p j to ceiling joist lap splices. L ((� m �z ItJ SOLAR-READY ZONE [TIO3.3] f. Applies to roof live load of 20 sf or less. z ty- SEGOND STOR"r BNL FLAN LZ PROVIDES 36" WIDE ACCESS PATHWAYS g. Tabulated heel joint connection requirements assume } Z Z <� dO _J LI SCALE: 3116° = 1 ft Q FROM EAVE TO RIDGE WHERE SHOWN m Z �J that ceiling joists or rafter ties are located at the bottom <- dJ REMAIN]. THE SOLAR-READY ZONE SHALL p , O z O z � REMAIN CLEAR OF OBSTRUCTIONS SUCH AS of the attic space. Where ceiling joists or rafter ties are (wK .G- J-l_J � 0 PORCH ROOF BELOW ry VENTS, ETC. [TI03.4] located higher in the attic,heel joint connection W >rj (TYPICAL-3) lu requirements shall be increased by the following factors: 0. LU > iv J o) O 0 AL I- ml < Hc/HR Heel Joint Connection Adjustment Factor O X d 1/3 1.5 +� < La 1/4 1.33 1/5 1.25 z ROOF PLAN 1/6 1.2 � < 1/10 or less 1.11 SCALE: I/4" = 1 ft BWL D BWL G where: BWL E _ He=Height of ceiling joists or rafter ties measured vertically „ 11 37-O 24-4 psupport r I I above the to of the rafter walls. HR=Height of roof ridge measured vertically above the top of �• w «�,. ti O -O I/2" 3'-4 12" 4'-4" ' ' the rafter support walls. --- --__ - _ _ BWL 3 ry �[ ` r- +; a 'nr RA L PANEL CALCULATIONS _ Wind Adjustment Factors-Table R602.10.3(2) (p.187) Upper Story [� 1yIVERED FEQ 1 1 2021 i Numbered Lettered Wall Lines Wall Lines Comment f Exposure Category 1.00 1.00 Exposure B; 2-Sty 24'-41 0 Roof Eave-to-Ridge Height 0.84 0.84 T-4" _ r Wall Height 0.90 0.90 I -- BWL 4 Number of Braced Wall Lines 1.00 1.00 2 O I Additional 800 Ib Hold Down 1.00 1.00 N/A i Gypsum Board Fastening 1.00 1.00 N/A tr Wind Factor Total 0.756 0.756 ti- 'Ito Braced Wall 140 mph Total Bracing 00 -_:_.- .,- __..,.. .- . „ - ------ Braced Wall Bracing LI Wind Factor !,�-- Line Spacing Required Required Length Status O m - I__....___._....., : i '::::: w: ::. .:..._-.....-..._. - , Line Method Total �0 {ft} Bracing (ft) Bracing Provided (ft) V - J 1 CS-WSP 30.67 7.13 0.756 5.39 23.33 OK ' J 2 CS-WSP 30.67 7.13 0.756 5.39 1900 OK O C3It O Z - ' - - A CS-WSP 37.00 8.40 0.756 6.35 31.00 OK Q !L f- -I- B CS-WSP 37.00 8.40 0.756 6.35 23.00 OK O Q O IL 0 , _._:..i Wind Adjustment Factors-Table R602.10.3(2) (p.187) STRUCTURAL Q1591 ON NOTE W �- Q- Lower Story OC I- Z § In accordance with the 2020 RGNYS; structural Q Q V cv , Dwelling Garage Comment E- _� Exposure Category 1.00 1.00 Ex B; 2-St Dwellin 1-St Gar elements such as engineered wood, steel and e h n- p 9 N p y( g); y ( ) �-- E- N steel/wood composite columns beams headers and Roof Eave-to-Ridge Height 0.93 0.76 7'-8" (dwelling); 6'-0" (garage) p girders that: ►- (n Wall Height 0.95 1.00 9'-0" (dwelling); 10'-0" (garage) 60 - 1 i Number of Braced Wall Lines 1.00 1.00 2(dwelling & garage separate caic) I) resist gravity loads and V W Additional 800 lb Hold Down 1.00 1.00 N/A 9 y � - < Gypsum Board Fastening 1.00 1.00 N/A . I W 2) are not contained in the prescriptive design O i ¢ Wind Factor Total 0.884 0.760 p p g ----- ----- _-_ --- BWL 5 provisions of the 2020 RGNYS ►- 21 2'-q" 2'-�i" ! I 5 �" W O 1 1. - I I. were designed In accordance with - O Braced Wall 140 pi Total Bracing Braced Wall Bracing Wind Factor ANSI/AWG NDS-2018 with 2018 supplement. O Line Method Line Spacing Required Total Required Length Status J (ft) Bracing (ft) Bracing Provided (ft) Structural elements such as walls and fenestration I$ I 3 CS-WSP 31.67 13.67 0.884 12.08 18.33 OK that. 4 CS-WSP 22.33 5.47 0.760 4.16 24.33 OK DATA: FEBRUARY 2021 Ii 5 CS-WSP 31.67 13.67 0.884 12.08 17.33 OK F 4 1) resist wind loads, and r, C CS-WSP 24.33 5.87 0.760 4.46 22.67 OK i- - - - D(gar) GB 24.33 11.73 0.760 8.91 9.00 OK 2) are not contained in the prescriptive design p pWALL BRAG I NO t D(dwelling) GB 37.00 16.80 0.884 14.84 20.33 OK provisions of the 2020 ROWS ROOF PLAN E CS-WSP 37.00 15.80 0.884 13.96 32.00 OK were designed in accordance with ASOE 1-16 wind FIRST STOizY 5NL. FLAN provisions and acceptable engineering practice. " SCALE: 3/16" = I ft DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A - 5 2x4 COLLAR TIE AT 49" O.G. TYPICAL ROOF R-3q Z (OPTIONAL) ASPHALT ROOFING SHINGLES OVER 15# FELT OVER Q 1."15 x 16 LVL STRUCTURAL RIDGE Y2" STRUCTURAL PANEL 5HEATHIN6 OVER F- (SEE ROOF PLAN FOR POST LOCATIONS) 2x10 RAFTERS AT I6" O.G. 0 R-3q 6" THICK CLOSED-CELL SPRAY POLYURETHANE FOAM (SPF) ROOF ------------------------------------ WITH Y2" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] ----------------------------- ----------------------------------------- -----------------•------------------------ - to I 2" 50LID OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.6] Z WOOD BLOGKIN& O I I - - - - - - GABLE WALL INSULATION: 2x12 GRO55-RIDGE 12 12 - - ' - - -- - �_ _ _ _ _ _ O CONTINUOUS R-5 I-INCH RIGID FOAM XPS; �----- 11.. } CAVITY R-13 2" SPF FALSE GABLE 5.25 F _ - _ 5.25 W l in I FULL-HEIGHT a 5HEATHIN6 N ___--------- I I L-------------------------------------------------------; BEHIND LEDGER SEALED ATTIG (INDIRECTLY GONDITIONED) --------------------------------- EILING 2x6 RAFTERS AT 16" O.G. 12 2x8 GJ AT 16" O.G. S �� SMOKE d G.O. 2" SOLID W MASTER BATH - -' -" - -- - - - - - - -}� � I LAUNDRY }I I - - - - - - - - - - FAMILY BATH Ix8 TRIM BOARD 8� ®DETECTOR IN ATTIC WOOD BLOCKING } r }� I } I I I I } } I I SOFFIT VENT - I WG I I I I I I I WG I j TYPICAL INTERIOR WALL 4" (2)-I.-15x14 LVL FL HDR 1/2" GYPSUM # LAV. I LAY. I ( I I WASHER I L q�/, I 2x4 STUDS AT I6" O.G. NOTCH TOP 51DE UNDER ROOF BOARD FINISH - (2)-2x4 TOP PLATE;2x4 SOLE PLATE MAX. NOTCH DEPTH = 5-,Y2" TUB I I I I ( EJB Y2" R GYPSUM WALLBOARD ON BOTH SIDES L U TS R SHALL BE (2)-2x10 HDR LOCATED D I TYPICAL EXTERIOR WALL R-20 p SECOND STORY WALL CAVITIES SHOWER I I I j 2x4 STUDS AT 16" O.G. --1 z AND SECOND FLOOR PLATFORM. I (2)-2x4 TOP PLATE;2x4 SOLE PLATE fY MIN. R-4.2 DUGT INSULATION. Z 2nd FLOOR -__ -----L-__- _ I � (2)-2x6 HEADERS UNLESS OTHERWISE NOTED ON PLAN 4 z O 2.. �y I VINYL SIDING OVER D FIBEROLA55 BATT CAVITY INSULATION BEDROOM 2 HALL BEDROOM 3 _ 1-1/2" W 1-1/2" 11 3" W --- 2" W 2" W ---I----_-- 2 yy I � 2" W 3" W I-I/2" W I R-IS OVER OU5EWRAP OVER R-5, I" XPS INSULATION �t m 2 W 3" W 2 W I 2 W I 3 W G.O, I OVER I/2' STRUCTURAL PANEL SHEATHING GS-WSP WOOD FLOORING OVER N G.O. I- II I (2)-1.15 x 14 LVL FLUSH HDR 3/4" PLYWOOD 5UBFLOOR " -------------------------------- --------------------------------------I-- ------------------ - -----------------------------------------------------j F- CEILING _ - I R-13 2" GLO ATD RIM JOIST f 1 14" TJI-560 FJ AT I6" O.G. h� t(� - M=_ -7 I.I-. t POWDER I � KITCHEN I `� 14" TJI-560 FJ AT Ib" O.G. O I }I }I I X >I j (2)-1.75 x 14 LVL FLUSH HDR Q STAIRS Q (3)-1.15 x 14 LVL O u�l I 1 1 I/2 GYPSUM z m I I N BOARD FINISH Z WG I I KIT SINK I I LAV. ( DI„I I LIVING ROOM z ! I z FAMILY ROOM I u4all 114 j 15t FLOOR PLATFORM Ist FLOORI WOOD FLOORING OVER -------------------------------- ----------- ---------- ----------i-- ------------------ ------ ------------------------------------------------ 3/4" PLYWOOD 5UBFLOOR 1-1/2" W 3" W I W 2" W 2x10 FLOOR JOISTS AT 16" D.G. G.O. 2 W 2" W I OR055 BRID61N6 AT M105PAN 3„ W 3 . I R-13 2" CLOSED-GELL SPF I H CEILING - AT RIM J015T r- r .4- — -IIF.A.1. 5TAIR5 ,1,! )_LT5 x II.815 LVL GDR N ( � BASEMENT � (4)-3/b" LAG SCREWS FINISHED GRADE I FINISH 6RADE (INDIRECTLY CONDITIONED) s SILL CONSTRUCTION: i G.O. '+' W I j SLOPE 6" IN IO' MIN. AWAY FROM BUILDING \ w 2x6 P.T. (00315) SILL ON TERMITE SHIELD ON SILL SEAL WITH 1/2" ANCHOR BOLTS (SEE TYPICAL WALL DETAIL) V HOUSE TRAP j TO APPROVED r Q O SANITARY SYSTEM I/2 GYPSUM FULL HEIGHT R-II BLANKET WALL INSULATION Ul F- BASEMENT FLOOR 8" POURED CONCRETE FOUNDATION STEM WALL m W V BOARD FINISH N AS MANUFACTURED BY GERTAINTEED CORP. ----------------------------------------------------------------------------------------------------------------------------------------------------� UPON Ib" x b Ht CONTINUOUS P.G. FOOTING [R302.11 MINIMUM 3'-O" BELOW GRADE m ASTM E84 MAX. FLAME SPREAD INDEX s 25 Iv z m W z MAX. SMOKE DEVELOPED INDEX S 50 u 4" P.G. FLOOR SLAB TOP OF BASEMENT SLAB I ly 13 Z W FLUM�INO RISER I71 ,�OfiZ,�M _ _ SCALE: NTS q V �— Q r O Lu ci � 13 �z 30"x 30"x12" DEEP P. GONG. SPREAD FOOTING < (L>` W ® LU w/(3) #5 REBAR E.W. d-1 ^O W_ O O> Q ryz Qp TENSION 57RAP: S GT I ON � I b X WRAP STRAP OVER RAFTER SCALE: 1/4" = 1 ft (3) 10-d COMMON NAILS AT EACH END OF STRAP Z 4.- 4 ,Ir 4 € � � RAFTER TO 5TUI::): WRAP STRAP OVER RAFTER a.r.,t f EM....•.ft bA*.. (4) 8-d COMMON NAILS AT EACH END OF STRAP D 1LIVERED FEB i i 2021 ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED IAN MANUFACTURER'S SPECIFICATION WHERE RAFTER AL I GN5 WITH STUD La J r O 2x ROOF RAFTERS AT 16" O.G. Q USE &ALV. HURRICANE TIE BETWEEN Q EVERY RAFTER AND THE ROOF BEAM O Q • � r 2x GEILIN6 JOISTS AT 16" O.G. O O USE (3)-Ibd NAILS AT RAFTER HEEL JOINT CONNECTION O O vri y ROOF BEAM (SEE PLAN FOR SIZE) NALL STUD TO NALL STUD : UC3A PRESERVATIVE HNAILS o u v � � 2x EXTERIOR WALL 12 O.G. 5TA66ERED ALONG LENGTH STRAP OVER OR UNDER SHEATHING n/ (4) 8-d COMMON NAILS AT EACH END OF STRAP _ E W 7 IND COMPLIANCE PATHWAY NOTES ON SHEET EAGHORAP-TIE TER SE VENTED VINYL SOFFIT Ix8 TRIM BOARD O < 1L 1- Q UPLIFT GONNEGTION5. G516 &ALV. COIL STRAP R-30 BATT INSULATION O Q O USE (2) AT EACH POST,TOP $ BOTTOMQ �( Q 5/5/4"W DECKING STUD TO FLOOR JOIST (4)-I0d NAILS AT EACH END I-I/4" WIDE 20-GUAfE IL _ PERPENDICULAR TO JOISTS 51MP50N COIL STRAP GALVANIZED STEEL STRAP J V ,Q Z (4)-bd NAILS AT EAGH END EAGH SIDE OF WINDOW AND W �_ (2)-bd THREADED NAILS OR DOOR OPENINeS. INSTALL 'I ' a z (2)-No. b WOOD SCREWS AT 4x4 WOOD COLUMN 2x SOLID BLOCK d AIR-SEAL BETWEEN FJ STRAP FROM TOP OF TOP "*"' < Q 11- V < PLATES TO JACK STUD EACH 5UPPORTIN6 MEMBER UG3B PRESERVATIVE TREATED 2x RIM BOARD �- h W . LR501.1] REST DIRECTLY ON FLOOR BEAM MINIMUM LENGTH BELOW I-- X OL FLOOR BEAM (SEE PLAN FOR SIZE) GANTILEVERED FLOOR JOIST HEADER = LENGTH ABOVE d Q BOTTOM OF HEADER FLOOR JOISTS U05B PRESERVATIVE TREATED �- N (� N (SEE PLAN FOR SIZE) ASSEMBLE WITH TWO ROWS OF IOd NAILS O .^ 5TUI7 TO SILL PLATE UG3B PRESERVATIVE TREATED 16" O.G. ALONG EACH EDGE [R501.5] - V w W WRAP STRAP UNDER 51LL PLATE PER GODS '.(6' OSB d VINYL SOFFIT _v (6) 8-d COMMON NAILS AT EACH END OF STRAP IL GRADE OIL �r SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 7 4x4 w000 P05T FLOOR JOIST TO WALL: 1L ~ _ UG3B PRESERVATIVE TREATED 51MP50N H2;(5)-&d NAILS TO FJ 8 (5)-8d NAILS TO STUD ° In dJ 2x EXTERIOR WALL a Q PB44 HOT-DIPPED 6ALV. ALTERNATE WHERE FJ/STUD MI5ALI6N5: ~ m a i O POST BASE ANGHOR FLOOR JOIST TO PLATES: 5IMP50N H2.5;(5)-bd NAILS TO FJ,(5)-bd NAILS TO PLATES • n PLATES TO STUD: • ° a 12"(P x 6'-0" H16H P.G. COLUMN WITH (2)-#4 SIMPSON H2.5;(5)-5d TO PLATES, (5)-bd TO STUD ° VERTICAL REBAR ON DATE: FEBRUARY 2021 24 x 24" x 12 DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM 5EGT I ON5 $ DETAILS H I O H-!tel I N17 UPLIFT STRAFF I NO TYF 1 GAL PORCH 17)F-TA I L 1�)ETA I L AT FLOOD' CANTILEVER TENSION 5TH'AP I NO AT MALL OPEN I NO5 SCALE: NTS SCALE: NTS 50ALE: NTS 50ALE: NTS DRAWING NUMBER NOTE: ALL METAL STRAPPING SHALL BE 1 1/4" x .20 GAGE (51MP50N GS20 COILED STRAP). A == & STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RE51DENTIAL GODS Q OF NEW YORK STATE RIOIJ UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and Building Code - Icl NYGRR TABLE R301.2(1) WIND COMPLIANCE PATHWAY NOTES and publications Incorporated by reference therein. 0 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA R1052 BUILDING PERMIT: A building permit shall be Issued by the WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN STANDARD: 2020 RCNYS Town prior to the start of work. A copy of the building permit 0 GROUND SEISMIC WINTER ICE BARRIER AIR MEAN ULTIMATE DESIGN WIND SPEED: OBTAINED FROM and approved construction documents shall be kept on-site FLOOD ro until project completion. SNOW Speed Topographic Special wind Windborne DESIGN Frost line DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL https://hozords.atrounall.org FOR THE PROJECT LOCATION: p z Weathering Termite TEMP REQUIRED INDEX TEMP RI06.3 DESIGN PROPE55IONAL: A Certificate of Authorization Is LOAD (mph) effects region debris zone CATEGORY depth N 41.0031 W "12.5665 WIND DESIGN IS NOT REQUIRED IN ACCORDANCE WITH FICCURE THIS NEW RE51DFNTIAL STRUCTURE UTILIZES filed with The State Education Department entitlin D'Amoro v PRE-ENGINEERED WOOD CONSTRUCTION Engineering and Surveying,P.G. ("Designer") to provide 20 psf 127 None No No B Severe 36 M to H 15 -F Yes I None 1599-F-DAYS 1 51.00 F R301.2(5)B FOR FLOOR FRAMING AND ROOF FRAMING. professional engineering services. However,the Designer has a MANUAL J DESIGN CRITERIA-Central Islip MEAN ROOF HEIGHT IS NOT GREATER THAN 30 FEET [TABLE not been retained to provide construction engineering, 0 8301.2(3)] THE OWNER SHALL NOTIFY THE TOWN AND supervision nor Inspection,and therefore Is not responsible Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXPOSURE CATEGORY: EXPOSURE BAFFIX THE ABOVE SIGN IN ACCORDANCE for work performance of the builder. The builder shall O Elevation Latitude heating cooling tem erature cooling difference WITH Immediately notify Designer, In writing, if there Is any w g g factor p g COMPONENT AND CLADDING LOADS [TABLE 8301.2(2)] DO NOT TITLE Iq NYGRR PART 1265 discrepancy 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 ADJUSTMENT COEFFICIENTS [TABLE R301.2(3)] dimensions,especially with regard to existing construction. z N MAIN ROOF UPLIFT CONNECTION FORGE = 228 plf (30'-0" roof 8301.2.1 WIND DE516N: In accordance with Figure R3012(✓)B wind - Cooling temperature Wind velocity Wind velocity Coincident Winter Summer - g N difference heating cooling wet bulb Daily range humidity humidity span, 140 mph, pltoh less than 5:12) [TABLE 8802.111 design Is not required. This building Is designed In43 g g Y y1 WALL-TO-WALL UPLIFT CONNECTION FORGE = 168 plf accordance with the wind provisions of the 2020 ROWS. cry 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 < - R3012.12 PROTECTION OF OPENIN65: This building Is not located i UPLIFT METAL FRAMING CONNECTORS ARE REOU I RED AT TOPIn a Wlndborne 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: IULCJ J 1HJ Attics without storage 10 psf,Attics with storage 20 psf, O Balconies S decks 40 psf,Rooms other than sleeping rooms TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) psf,Sleeping rooms 30 psf,Stairs 40 psf 8301..66 ROOF LOAD: Roof Design Load Is based on the greater of the Ground Snow Load (20 psf,applied per A50E-1) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table 8301.6. Span table ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER"'b'` SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENERa,b,` SPACING AND LOCATION NOMINAL MATERIAL a b design corresponds to the 30 psf ground snow load column to THICKNESS DESCRIPTION OF FASTENER AND LENGTH Edges Intermediate account for unbolonced load conditions. Roof Floor (inches) support (inches) (inches) 8301.8 NOMINAL 51ZE5: Dressed lumber dimensions specified on 4-8d box(21/2' x 0.113"); or 4-8d box(2%"x 0.113");or I (inches) these plans are nominal sizes. Engineered wood dimensions ,/ or 3-8d common(2/ x 0.131 ), or Wood structural panels,subfloor,roof 9 and wall sheathing to framing and particleboard wall sheathing to framing (LVL, P5L, I�otsts, glu-Isms, etc) are actual dimensions. 1 Blocking between ceiling joists or rafters to top plate 3-8d common(2 72"x 0.131")• Toe nail 21 Joist to sill,top plate or girder � �� • Toe nail 3-1Od box(3"x 0.128");or 3-1 Od box(3"x 0.128"); or Staple 15 ga. 1 4 4 g 8302.1 FIRE-RE-51STANT EXTERIOR WALL5: All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131"nailsUp to 1 0097 0099 Nail a 1/ 3 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%2"x 0.113") 4"o.c. toe nail Staple 16 ga. 1 4 3 6 R302A FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common(21/2'x 0.131");or Rim joist,band joist or blocking to sill or top plate 8d common 2%"x 0.131" 0.113 Nail 2 3 6 WALLS AND GEILIN65: um wallboard Is a Glass A finish 2 Ceiling joists to top plate Per Joist,toe nail 22 roof applications also ( )�or i9 s Staple 15 and 16 a 2 having a F51 = 15 (req'd aux. 200) and a SDI = 0 (req'd max. 3-1 Od box(3"x 0.128");or ( pp ) IOd box (3 x 0.128 ),or 6 o.c. toe nail /2 and/ p g • 4 8 450);and compiles with Code. 3-3"x 0.131" nails 3"x 0.131 nails 0.097-0.099 Nail 2%a 4 8 Ceiling joist not attached to parallel rafter, laps over 4-1 Od box(3"x 0.128");or 3-8d box(2 1/"x 0.113");or Staple 14 ga. 2 4 8 Rao INSULATION, FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Exposed insulation that Is not Installed In 3 partitions [see Sections R802.3.1,R802.3.2 and Table 3-16d common(3%2"x 0.162"); or Face nail 2-8d common(2%" x 0.131");or 23 s Staple 15 ga. 1 Ya 3 6 concealed spaces having substantial contact with cavity R802.5.1(9)] 4-3"x 0.131" 23 1 x 6 subfloor or less to each joist 3-10d box(3"x 0.128")• or Face nail /2 and/ 1 surfaces shall have a FSI < 25 and a 501 s 450. See plans ( )] ) 2 staples, 1"crown, 16 ga., 1 4"long 0.097-0.099 Nail/ 4 8 for exposed Insulation values. Ceilingjoist attached to parallel rafter heel joint Staple 16 ga. 2 4 g j p ( joint) 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% 4 g around all penetrations of the floor and ceiling planes,and R802.5.1(9)] 24 2 subfloor to joist or girder 1 „ Blind and face nail 2-itis common 3 / x 0.162 1 where otherwise specified by the 2020 ROWS. ( ) 0.113 Nail / 3 6 4-1Od box (3"x 0.128");or 3-16d box(3%"x 0.135");or 1 Staple 15 ga. 2 4 4 8 R302.12 DRAFT5TOPPING: Not needed for this project. Collar tie to rafter,face nail or 1 1/"x 20 a. ridge strap „ 25 2 planks(plank&beam- floor&roof) 2-16d common 3 1 " At each bearing,face nail R302.I3 FIRE PROTECTION OF FLOORS: Not needed for this 5 g g p 3-1 Od common (3 x 0.148");or Face nail each rafter ( / x 0.162) 0.097-0.099 Nail% 4 8 to rafter 4-3"x 0.131") '/ project under Exception 4. 3-16d common(3 12 x 0.162 ),or SPACING O FASTENERS 4-lOd box 3"x 0.128" or NOMINAL MATERIAL a,b 8302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed 3-16d box 3%"x 0.135" • or ( )� DESCRIPTION OF FASTENER AND LENGTH ( )' 2 toe nails on one side and 1 toe 26 Band or rim joist to joist „ End nail THICKNESS Edges Body of anels luminaires shall be IG-rated I/A/W NI102.4.5 with separation „ , 4-3 x 0.131 nails; or inches g Y p 3-lOd common(3 x 0.148 ),or nail on opposite side of each rafter „ 2 (inches) (inches) from Insulation per listing. 6 Rafter or roof truss to plate pp ( ) (� 4-3 x 14 ga. staples, /6 crown (inches) (inches) 4-1 Od box(3"x 0.128");or or truss' 8308.4 HAZARDOUS GLAZING LOCATIONS= Tempered glass or D_ 4-3"x 0.131"nails Nail each layer as follows: 32"o.c. Floor underlayment; plywood-hardboard-particleboard f-fiber-cementh other approved safety glazing material shall be installed In O 20d common(4"x 0.192"); or and adjacent to door panels;within 60 Inches of wet surfaces; U M W V at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. � en z ) 4-itis box(3%"x0.135")• or � p z w Z 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 R304.I 6ARA6E FLOOR SURFACE: tiara a floor shall be 5-Inch Z Toe nail 3 6 g Z Z Q W � 4-lOd box(3"x 0.128");or 3"x 0.131"nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 114-inch per foot toward vehicle �p - - --t tr O --1 w Roof rafters to ridge,valley or hip rafters; or roof rafter 4-3" x 0.131" nails 27 Built-up girders and beams,2-inch lumber layers Z entry doorway. ((\ - dJ And: Staple 18 ga., 4 long,%crown v 7 '� finished floorin other than the 3 6 R310 EMERGENCY E50APE AND RESCUE OPENIN65: It Is the O} 4 Z to minimum 2 ridge beam 2-20d common(4 x 0.192 ),or 1 ( g ) bullder's responsibility to verify that window units supplied Z 0_Z t- 3-16d box(3 y x 0.135 );or Face nail at ends and at each splice / p y yy upp by < Q O W 2-16d common(3 YS"x 0.162");or 3-1Od box(3"x 0.128"); or 1 %long x .121 shank x .375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for Q > ( W 0 0 End nail 3-3"x 0.131"nails 8 8 emergency escape and rescue openings where required. Q 3-lOd box(3"x 0.128");or (galvanized or stainless steel)roofing nails(for the finish) O Y/ y} V < 3-3"x 0.131"nails 1 1 ion No. 8 x .375 head diameter,ribbed wafer-head screws R311.1 5TAIRWAY5: Interior stairways shall be pre-assembled � > T 4-16s box(3�"x 0.135"); or g> g g wood units. The maximum riser height shall be 8-1/4 Inches and ry 0 < 4n Wall 3-16d common(3%"x 0.162")' or (for tile finish) the minimum tread depth shall be 9 inches,plus nosing where Z t� 28 Ledger strip supporting joists or rafters " At each joist or rafter,face nail required. Provide handralls per Code. < Q itis common(3 72 x 0.162 ) 24 o.c. face nail 4-1 Od box(3 x 0.128 ),or Plywood 8 Stud to stud(not at raced wall panels) l Od box(3"x 0.128");or 4-3"x 0.131"nails 1 %ring or screw shank nail-minimum R312.1 6UARD5: Walking surfaces more than 30 Inches above 16 o.c. face nail 3 6 grade,and steps leading thereto shall have guards that X Z 3"x 0.131"nails 2-10d box(3"x 0.128");or 2-8d common 1/and%6 12%ga. (0.099")shank diameter conform to Code. 'yam 29 Bridging or blocking to joist 2%"x 0.131" • or 2-3"x 0.131"nails Each end,toe nail � s 16d box(3%" x 0.135")• or :, ( )� Staple 18 ga. /, /6 crown width 2 5 9 Stud to stud and abutting studs at intersecting wall 12 o.c. face nail 83122 WINDOW FALL PROTECTION: Windows with suis less than 3"x 0.131"nails SPACING OF FASTENERS 1 corners(at braced v��all panels) i 32�s,is 1 1/ring or screw shank nail-minimum e 24" above finished floor and greater than 12" above grade 1 �� /2 and/2 6 8 shall be protected per Code. itis common(3/2 x 0.162 ) 16 o.c. face nail DESCRIPTION NUMBER AND Intermediate 12 y ga. (0.099 )shank diameter 16d common 3 72" x 0.162" 16" o.c. each edge face nail TEM OF BUILDING ELEMENTS TYPE OF FASTENER"'h'` Edges h supports',' 1 8314 SMOKE ALARMS AND HEAT DETECTION Interconnected ( ) g (inches) Pp 1 /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) i9 % 2%2 and 4 12%2 ga. (0.099")shank diameter alarms shall be Installed at all locations shown on the plans. •jt itis box(3%"x 0.135 ) 12" o.c.each edge face nail /2, s, 5-8d box(2 y" x 0.113");or Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 ga., 1 % IZ315 CARBON 6 8 -•''. r ''«'�'�t• �'"°'�ti l.� ON MONOXIDE ALARMS: Install at all locations •• I �;�" �i / 11 Continuous header t.0 stud 4-8d common 2%2"x 0.131 ;or Toe nail [see Table 8602.3(3)for wood structural panel exterior wall sheathing to wall framing] r specified on the sans. ( ) Hardboard P p 4-1Od box 3 x 0.128 ( I�„ ::) „ wall)' ( „ :) f 1 g ring-grooved Yin pr p p the plans ( s „ _1 „ 6d common 2 x 0.113 nail 1 /ion rin - moved underla ent nail 6 6 8317 WOOD DECAY PROTECTION: Lumbers specified In 30 / /2 subfloor,wall ' 6 12 as pressure preservative- treated (P.T) shall be 'In 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. tit `°`�' r�.;•' ;'` 12 Top plate to top plate IOd box(3"x 0.128");or31 1%2" - 1" 8d common nail(21/2"x 0.131 ) 6 12f Staple 18 ga., 8 long(plastic coated) 3 6 Fasteners shall be hot-dipped galvanized steel,stainless q- 12" o.c. ace nal „�. 3"x 0.131"nails IOd common 3 x 0.148 nail;or steel,silicon bronze, copper or I/2 diameter or greater r✓£"i, , 1 „ - „ ( ) Particleboard steel bolts. 32 1/s 1 1/a :: „ 6 12 r..:.,,;R„•�."+, 8d(2 Y x 0.131 )deformed nail 4d ring-grooved underlayment nail 3 6 9 % 3 R401.4.1 6EOTEGHNIGAL: Footings and foundations shall rest on In .�VERED FEET 1 ) 2�2� Other wall sheathing Staple 18 ga., /long, /6 crown 3 6 undisturbed soil with a minimum load-beorin value of 2,000 8-itis common(3%"x 0.162"); or Face nail on each side of end joint 1 „ � psf. Visually graded soils that have this load-bearing value 12-16d box(3%2" x 0.135");or minimum 24"la splice length 1 1/2 galvanized roofing nail, 16 head 3 6 s 6d ring-grooved underlayment nail 6 10 include 6W d 6P-gravel and sandy gravel;od 6G-silty and 13 Double top plate splice 12-1Od box 3"x 0.128" ;or ( p p g 33 / structural cellulosic fiberboard sheathing ,or V crown staple 16 ga., 1 4"long Staple 16 a 1 %lop g crown 3 6 c1a e ravel;5W a SP-sand and ravel sand;SM d 5G-sil diameter, ( ) each side of end joint) p g •� g' �` y g gravely � p 12-3"x 0.131"nails 1 %a"galvanized roofing nail %6"head 6d ring-grooved underlayment nail 6 10 on clayey sand. Unsuitable subsoil material encountered J 34 2%2" structural cellulosic fiberboard sheathing „ g 1 3 6 %,% g g during excavation shall be excavated and replaced In-situ 0 11- diameter,or 1 crown staple 16 ga., I / long Staple 16 ga., 1 %long,4 crown 3 6 with /a crushed stone to a minimum depth of 8 Inches or AOBE. 0 13 16d common(3%2" x 0.162") 16"o.c.face nail1 „ s 1 1/2" galvanized roofing nail; staple galvanized, R40:2.2 CONCRETE: Basement walls,foundation walls,exterior 0 p� Bottom plate to joist,rim joist,band joist or 35 gypsum sheathing 1 1 " lop • 1 %a" screws Type W or S 7 7 exposed 14 YP For SI: 1 inch=25.4 mm. walls and other vertical concrete work a osed to the 1!- blocking(not at braced wall panels) 16d box(3%2" x 0.135");or 12" o.c.face nail /2 g� weather shall be air entrained stone concrete with a minimum 3"x 0.131"nails 1 %a" galvanized roofing nail; staple galvanized compressive strength of f'a-3,00o sl at 28 days. Porches, 0tL OL I- g � 036 %" gypsum sheathins „ s „ 7 7 a. Nail is a general description and shall be permitted to be T-head modified round head or round head. carport slabs and steps exposed to the weather, and garage i m 1 / long; 1 / screws,Type W or S g P P Bottom plate to joist,rim joist,band joist or 3-itis box(3%"x 0.135");or 3 each 16"o.c. face nail � floor slabs shall be air entrained stone concrete with a 15 2-itis common(2�"x 0.162") or p b. Staples shall have a minimum crown width of/6-inch on diameter except as noted. minimum compressive strength of fo=3,500 psi at 28 da 4 2 each 16"o.c. face nail Wood structural panels,combination subfloor underlayment to framing p g p days. O blocking(at braced wall panel) 4-3"x 0.131"nails 4 each 16"o.c. face nail 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. dJ F- 6d deformed(2"x 0.120")nail; or R403.1.4.1 FR05T PROTECTION. Exterior footings and foundations 0 to 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. systems shall extend below the frost line, e., o a minimum 1 Y .0 1ln 37 %a" and less 8d common(2�"x 0.131")nail y I t '� 0 t_ 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. 0 v 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. 3-16d box(3%"x 0.135"); or 38 %" - 1" 1 `9- lY v Zly 4-8d common(2 YS"x 0.131");or Toe nail 8d deformed(2 „x 0.120 )nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minimum of 1 days. Brace top Q O 0 4-1 Od box(3"x 0.128")• or IOd common(3"x 0.148")nail;or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speec is less than and bottom of wall during backfill placement. n� 0' < Q 4-3"x 0.131" nails 39 1 4" - 1 4" 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using 1�- O 0 8d deformed(2 Y x 0.120 )nail 8502.1 WOOD FLOOR FRAMING: Load bearingdimension lumber 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 < p Z 3-16d box(3 z"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 OL End nail pF 2-16d common(3 Y2" x 0.162");or For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. E=2.0 x 10^6. v _ w Z 3-IOd box(3"x 0.128");or R602 WOOD WALL FRAMIN6: Load bearing dimension lumber shall �-J 4 d tL 0 3-3"x 0.131"nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and be Douglas fir-larch No. 2 or better. Studs shall be a minimum o- X _( sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL No. 3,standard or stud grade lumber. 4 WALL SHEATHING USED TO RESIST WIND PRESSURES 8102 3 GYPSUM BOARD: All Interior walls to be covered with 1�" < 3-10d box(3"x 0.128");or 0.192 inch(20d common nail),90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch,and 100 a,b,c k 17 Top plates,laps at corners and intersections 2-16d common(3 4"x 0.162"); or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped, spackled and painted;unless otherwise tV 0 La 3-3"x 0.131"nails v b. Staples are 16 gage wire and have aminimum /6-inch on diameter crown width. MINIMUM noted onTans. ULTIMATE DESIGN p MINIMUM WOOD MAXIMUM PANEL NAIL 3-8d box(2 Y2"x 0.113");or c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or greater. MINIMUM NAIL NOMINAL WIND SPEED V„lt R 103.3 SIDIN6: Exterior wall covering shall be vinyl siding tested V � STRUCTURAL WALL STUD SPACING the manufacturer for use In high-wind re Ions and Installed -� 2-8d common(2� 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 0 18 1"brace to each stud and late :: 11 „ . ,� ' Face nail PANEL SPAN SPACING with fasteners in strict accordance with the manufacturers p 2-10d box 3 x 0.128 , or e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). THICKNESS instructions for high-wind regions. Use stainless steel nabs for IL I- ( ) Penetration RATING (inches) Edges Field Wind exposure category 9 IL f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 Size (inches) ) fastening vinyl siding on buildings located within 3,000 feet of 2 staples 1 4" (inches) ( ) (inches o.c. inches o.c. ui d1 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. m 6d Common 1.5 24/0 / 16 6 12 140 115 110 9 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 greater but s 8802.1 WOOD ROOF FRAMING Load bearing dimension lumber O 2-8d common(2 y"x 0.131");or less than 140 mph. (2.0"x 0.113") for rafters,trusses,roof beams and ceiling joists shall be -I 19 V x 6" sheathing to each bearing 2-1Od box(3"x 0.128"); or Face nail Douglas fir-larch No. 2 or better. g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Common 16 6 12 170 140 135 2 staples, 1" crown 16 a. 1 3/" lop sheathing shall conform to ASTM C 208. ,: 1.75 24/16 %6 p g g $ (2.5 x 0.131 ) 24 6 12 140 115 110 R8o6 ROOF VENTILATION: Soffit vents shall be provided with a 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)Iso of the area of the DATE: FEBRUARY 2021 3-8d box(2 y"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%" x 0.131");or supported by 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. RC105.2 ASPHALT 5HIN&LE5: As halt strip shingle wrappers shall 3-10d 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 0-1158 Glass 6 NOTES 3 staples, 1"crown, 16 ga., 13/4" long supported b framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 or H,or ASTM D-3161 Glass F,and shall be fastened In 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 shun le. Use ' ZO 1"x 8" and wider sheathing to each bearing Wider than 1 x 8 Face nail J p g J �P 9• P P 9 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%2"x 0.113" or the opposite side of the rafter shall not be required. g q saltwater. ( )� Lateral bracing requirements shall be in accordance with Section 8602.10. DRAWING NUMBER 3-8d common(2%" x 0.131");or j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667, c. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 R10062 AIR SUPPLY: All combustion air for factory-b,ulit 3-10d box(3"x 0.128");or span rating. Plywood siding rated 16 o.c. or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be provided from the exterior of the dwelling 4 staples, V crown, 16 ga., 1 4" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. In accordance with the UL listing. A -7 THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING Q JOIST DETAILS ( Load bearing or braced/shear wall m Plate nail-16d 0.135"x 31/2")at above(must stack over wal below) Plate nail, 16d(0.135 x 3/ ) Load bearing or braced/shear wall above 1 �• 12"on-center 9 • Plate nail, 16d(0.135"x 3Y2") When sheathing thickness exceeds 78", 2x stud wall at Floor ane/nail- Blocking panel: 1Ya"TJ@ Rim Board,1 (must stack over wall below when present) ALLOWABLE HOLES - TJ 1® Joists at 16"on-center at 16"on-center _ p 1 No load bearing trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2Y2")at 6"on-center /a"TimberStrand@ LSL or TJI@ joist. g Z Blocking panel: Web stiffener wall above Min.distance from Table A Min.distance from Table B 1Yz"hole maybe cut Q 1Y8"TJO Rim Board, 1%" required on both Plate nail-16d(0.135"x 3Yz") Blocking panel: anywhere in web out- ® 4 Web stiffeners required on o g p side of Hatched zone ~ TimberStrand LSL or at 16"on-center* 2x4 minimum Web stiffeners DO NOT sides atA2W ONLY 1Ye' TJ^ Rim Board, Sheathing both sides at A3.4W ONLY squash blocks required each side cur or notch flange. TJ IO joist Floor panel nail- g 1X4"TimberStrandO LSL 8d 0.131"x 2%" at 6"on-center* boundary nails, at B3W ONLY ( ) 1 or TJI joist O 8d(0.131"x 2/")a 1Ya' TimberStrand@ Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. Y,s" Web stiffeners 6" •• 0 O 6^ Z nail each side at A3._W B1 B1W �j�j�j required on both v Toe nail-10d(0.131 sides of both joist g" L 1 2 x D1 D1 Closely grouped round LZ 2 x Lz Dz 6" 6" Toe nail, Toe nail, 1 ® When sheathin holes are 1/8"TJ Rim Board(A3/A3W g x 3" at 6"on-center ends at B4W ONLY No freed cut minimum permitted if minimum No Held cut Do not cut O 10d(0.131"x 3") 10d(0.131 x 3") TJI@ rim joist one or thickness exceeds 7/" 12" ) Web stiffeners required DO NOT Holes rn (applies to all holes the group perimeter hores/n holes larger at 6"on-center at 6"on-center Y) min. End of joists at hatched meets re uirements for hatched + - tL 1Y4"TimberStrand5 LSL. trim sheathing tongue 3 „ on both sides at B1 W cut holes in cantilever except knockouts) q than 1/ rn For rim board thicker than l/ centerline zones round or square holes. zones cantilever TJIO rim joist at rim board and B2W ONLY reinforcement. q (a Web stiffener -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support UJ Toe nail-Ild(0.131"x 3") Table A - End Support required on both Must have 11'4"minimum at 6"on-center* Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels may be required pp O * sides at Al W ONLY * joist bearing at ends. Attach * support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe B2 B2W Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support Z til Al Al W A2 A2W rim joist per A3 detail. 8 [9(9[9 nail from side of parallel closure into rim board. walls above or below-see detail B1 below-see detail B1 64 64WROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZEOO JOIST TJI *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 eA3.2 A3.3 *For additional installation specifications see Rim Board A3.4 t 7k DEPTH ,„ ,„2" 3" 4" 5" 6Yx" 7" 8/ 11" 13" 2" 3" 4" 5" 6/ 7" 8/a 11" 13"O O Nail through2x-cantilever,b with row wood backer and 110 1'-0" 1'-6" 2'-0" 3'-0" 5'-0" 1'-0" 1'-6" 2'-6" 3'-6" 4'-6- Weyerhaeuser '-s" We erhaeuser installation Guide for Floor and Roof Framing,TJ 9001. W W Details and Installation in Weyerhaeuser Installation Guide 1�"TJ@ Rim Board or 1%"TimberStrandO LSL. TJI®joist web with 2 rows 10d 0.148"x 3" r N y 9 for Floor and Roof Framing,TJ-9001. Blocking 1 ( ) 210 r-o" 2'.0- 2'-6" T.6" 5'-6" r-o° z'-o" T-6" 4'-0" F-0" Q I _ g Nail with 10d 0.131"x 3" nails,one each at nails at 6"on-center,clinched. Q ( ) panel 230 1'-6" 2'-0" 2'-s" 3'-6" 5'-6" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" - top and bottom flange.Nail to blocking panel Use 16d(0.135"x 3Y")nails with 3%"TJI® 360 1'-6" z'-o" 3'-0" 4'-0" s'-o" 1'-6- 2'-6" 3'•s" 5'-0" 5'-6" (V with connections equivalent to floor panel joist flange widths. 560 r s" 2'-6" T-6" 5'-0" T-0" 2'•0" 3'-0" 4'-0^ 5'-6" s'-0" 110 1'-0" 1'-0" 1'-6- T-0" 2'-6" T-0" F-6" 1'-0" 1'-6" 2'-0" 2'.6" 4'-6" F-0" 6'-0" # 6'-0"length of TJI@ joist 8"diameter maximum hole for 11/"- 1Y"TJO Rim Board 1Y"TimberStrandO schedule. 210 r-o" r-s" 2'-0" 2'-0" 3'-0" 3'-s" s'-o~ r-o" r-s" T-s" 3'-0" s'-o" 5'-s" s'-s" reinforcement and filler 16"deep blocking panels;6"diameter 4'-0"length of 8"diameter maximum hole for 117/"- block.Use 4'-0"length maximum for blocking panels 9Y2"deep LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 117W. 230 1'-0" 1'-6'• 2'-0" 2'-6" T-0" S-6" s'-6" 1'-0" 2'-0" z'-6" T-s" 5'-6" 5'-6" T-0" JJ-J 3 „ 1 „ 7 „ one each at top and bottom flange. with one 8d(0.131"x 2%") 360 r-6" T-0" 3'•0" T-s" 4'-6" s-0" T-o" r-6" 7-6" T-6" a'-6" 6'-6" 6'-6" T-6" p (\ /q reinforcement On F1 applies to 560 1'-6" z'-s" T-0" 4'-0" F-6" 6'-0" 8'.0" 2'-6" T-6" 4'-6" 5'-6" T-0" 7'-6" 8'-0" i--! 8' diameter maximum hole for 11 16"deep blocking panels;6"diameter with 9/ and 11/e TJI or shorter than 12"long. Attach reinforcement to'cist nail at each corner 110 1'•0" 1'-0" 1'-0" 1'-0" 1•-s" z'-o' 3'-0" s'-6" 1'-0" 1'-0" 1'-6" 2•-0" 3'-6" a'-o" s'-o" e'-o" 7 - one side at E2,both maximum for blocking panels 9Y2" joists. Do not cut flanges. 1 Web stiffeners / 16"deep blocking panels;6" with one 8d 0.131"x 2Y") *minimum d from above required on both diameter maximum for blocking sides at E3 deep or shorter than 12"long. ( Horizontal blocking uniformly 210 1'-0" 11.0" r-0" 1'-6" z'-o" 2'-6" 3'-6" 6'-0" r-0" r-0" z'-0^ 4 g 1Y"TJO Rim Board 1Y" nail at each corner sides at E1 W ONLY panels 9Y2"deep or shorter than Do not cut flanges. ® panels between each loaded joists 1a" 23o r-o" 1.0" r-o" r-s" r-s" T-s" a'-o" 7•-0° r-o" r-o" T•o° 3'-0° a•-o" 5'-0° r-o" s•-o° -^ TimberStrand LSL. Nail with joist.Nail to top plate with only. 360 r-o" r-o" r-6" 2-6" 3•-6" 4'•0" 5-6" e'-o" r-o" r-6" 2'-6° 4'-0" 6'-0" 6'-6" e'-o" 9-4- I '-6" v ) 12"long. 10d(0.131"x 3")nails,one 12"length of Y4" connections equivalent to Wood d �t560 r-0" r-0" T-o" T-0" 4'•6" 5'-0" s'-6" 9'-0" r-s" T-0" 4'•0" 5-0" 7'-0" T-6" 9'-0" 10'-0" - Y16"� Do not cut flanges. 1V"TJO Rim Board or 1Ya" each at top and bottom flange. reinforcement on floor panel schedule. backer a��e�ec o��.l� z10 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1-s" z'-s~ T-6" s'-0" 1'-0" 1'-0" 1'0" z'-o" 3'-0" 3'-s" s'-6" a'-o" 11'-0" O TimberStrands LSL. Nail with one side at E5, 3 „ e5 �at\�� ads 76„ -6" 1'-6" 3'-0" 4'-0" T-0" 1'-0" 1'-0" 1'-0" 2'-0" T-6" 4'-0" r-0" s'-o" 1r•o° 12"length Of/ t�� ( G O iso 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 2'-6" 4'-6" 6'-6~ 9'-o" v.w 1'-o" 1'-6" T-0" F-0" 5'-6" 9'•0" 10-4- 1 11'-6" 0d(0.131"x 3")nails,one Attach reinforcement to both sides at E6 a 112 eye tct`� 9 reinforcement on one side �� 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" T-0" 5'-0" T-6" 10'-0" 1'-0" T-0" 3'-0" 4'-6" 6'-6" T-0" 10'-0" 11'-0" 12'-0" each at top and bottom flange. joist web with 3 rows Full depth vertical O� tir ��{ blocking between at ET both sides at E8 F1 ° �e1`g �`' 10d(0.148' x 3")nails at 6" g 4" 5" 6" 7" 8" 10•' 12" 15" 11- 4" 5" A.6 8" 10'• 12" 15" 17" Attach reinforcement • on-center,clinched.Use 2 each joist 18„ 360 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4•-0" 5'-s" 10'-0" 1'-0" 1'-6" 6'-0" 10'.0" 11'-0" 13'-6" to joist flange with 1 „ 7 ^ E7 E8 Less than 5" squash blocks J 9 2',\�t�` rows with 9/z and 11/8 Less than 5" 560 r-o° 1•-0" r-o" r-0" 2'-0° a-s" r-o" 1r-o" z'-o" T-s" e'-o° -o" 1a'-s" " 8d(0.131"x 2Y2")nails at 6" a� TJI@joists. 20„ iso r-o° r-o" r-0" 1•0" r-o" 2'0" 4'-0" T-0° 1o'-s" r-o" r-o" a'-s" e'-o° 1r-s" 1a'-o" 15'•6"1Y"TJO Rim Board or on-center.When reinforcin E5E6Gap* WEB STIFFENER ATTACHMENT 560 r-01 r-o" r-0" T-o" 10-s" 13'-0' 1a'-s^ 1s'-o° CS Use 2x4 minimum squash blocks to ® Face grain a�-�� g �y"minimum 1Y4"TimberStrand LSL. d` both sides,stagger nails. transfer load around TJIO joist E1 E1 W Nail with 10d(0.131"x 3") E2 E3 horizontal E4 Not for use with 3Y2'TJI®joist flange widths 1„ T 23/"maximum Table B - Intermediate or Cantilever Support nails,one each at top and (1Y"for TJIO I Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever su 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 DEPTH 2" 3" 4" 5•' 6Y2' 7" 8%" 11" 13•' 2" 3'• 4'• 5" 6Y" 7" 8'/e" 11" 13" blocks installed at joist-span Web stiffener both sides. adhesive to all Y J p See sizes below. *With 110 2'-0" z'-6" T'6" 4'-6" T-6" 1'-s" 2'-6" T-6" V-6" 6'.6- Hanger bearing plate required. Structural exterior sheathin locations using point load from above,and no support HOanger height must ® 1 g contact surfaces g below,install web stiffener tight to top flange 9Y'• 210 2'-0" 2'-6" T-6" 5'-0" F-0" T-0" T-0" 4'-0" 6'-6" 7'•6" Double TJI Joist Filler Block: Hanger Backer Block: Install tight Maximum/a overhang Flashing two 8d(0.113"x 2%") Ti ht fit' 230 2'-6~ 3'-0" 4'-0" 5'-6" a'-s" 2'-0~ T.6" 4'-6" 6'-6" 7'•6" be a minimum oleo h Attach per the table.Clinch to to flange(tight to bottom permitted at beam. g 9 (gap at bottom flange) of oistde depth P P g ( g P nails or 360 3'-0" 4'-0" 5'-6" 6'-6" 9'-0" 3'-0" 4'-6" 5'-6" 7'-6" 8'-0" / p nails when possible. flange with face mount hangers). OP 1 „ Nailing Requirements 560 T-6^ s-o" s'-0" 7'-6" 10'-0" 4'-0" 5'-6" 6'-6" 8'-o" 9'-o" P g Treated 2x_ ieQ 2/ screws, ® Depth Minimum Web Clinch nails when possible. a ledger �0\5 �a� typical TJI Joist Series (in.) Stiffener Size Type Number Nails 110 r-0" r-0" r-6" 2'-s" 4'-0" 4'-6" 8'-6" r-o" r-s" 7-6" 4'-0" T-o^ T-0" 9'-6" End Intermediate 210 1'-0" 1'-0" T-0" T-0" 4'-6" F-0" 9'-0" 1'-0" 2'-0" T-0" 4'-6" 8'-0" 8'-0" See fastener 1 10 5 "x 2s "I" 117/- 230 1'•0" 2'-0" T-6" T-s" F-0" 5'-6" 10'-0" 1'-0" 2•-6" T-s" 5'-0" 8'-6" 9'-0" 10'-6" 1Ya"TJ@ Rim Board or 1�" All %6 360 T-0" T-0" 4'-0" 5'-6" T-0" 7'-6" 11'-0" 2'-0" T-6" F-0" T-0" 9'•6" 9'-6" 11'-0" table below.Maintain 210 All 3/a"x 25/6"n) 8d Top mount 2"distance(minimum)from TimberStrandO LSL. 230&360 All 7/"x 2s/6""' (0.113"x 2%") 3 3 110 r-0" r-0" 1-0" r-0" z'-0" T-6-11a'-6" 8'-6" r-o~ r o^ r-o" z'-sY 1s o" 1s=o" 1s-o~ 12'-0- Face ' hanger Option#2: edge of ledger to fastener. 1 2x strapping installed at/ 16d 210 r-o" r-o" r-o" r-o" z'-s^ 3'-0" s'-s^ s'-6" r-o" r-o" 2'-0° 3'-s" s'-o" r-o^ 10'-0~ 13'-0" Face mount Backer block joist-span locations using two 2 560 All 2x4'2' 1 „ 14" 230 r-0" r-o" r-o" z'-o" T-6" 4'-0" 6'-0" 10.6" r-o" r•o" 7-6" 4'-0" 6.6" 7-6" 11'•0" 13.6" Allowable Load(Ibs) 1 (0.135"x V2 ) hanger both sides of web /"screws per joist,typical iso r-o° r-o" z'-o° 3'-s" 5'-s" s'-o" a'-s° 1T-s" 1'-0" T-o" a'-o° 5'-6- 9'-0° 10-0° 17-0" 1a-o" with single TJI@ joist Fastener 1Y4"TimberStrand® 1Ye"TJO Rim Board 18" 4 4 560 1'-0" 1'-0" 1'-6" T-6" 5'-6" 6'-6" 9'-6" 13'-6" 1'-0" 3'-0" F-0" 7'-0" 10'-0" 11'-0" 13'-6" 15'•0" LSL rim board Option#3: 560D 20 2x416d 5 5 210 1'-0" 1'-0" 1'•0" 1'-0" 1'-0" 1'-0" T-s•' 6'-0" 10'-0" 1'-0" 1'-0" 1'-0" 1'-6" 4••6" 5'-6" 10'-0" 12'-6" 16'-0" Web stiffeners required if sides of With top mount hangers,backer block required only Yz"lag bolt 610 480 Directly applied ceiling 22"") (0.135"x 3Y") 6 11 76.. 230 r-0^ r-o" r•o" r-0" r-6" 2'-0" 4'-0" V-6" 11-0" r-a' r-o" V-o" 2'-6" F-0" F-O" 10'-6" 13'-6^ 16'-6" H1 hanger do not laterally support at H2 H3 24"j3j 6 13 360 1-0~ r-o" r-o" r-o" 3'-0" 4'-0" 6'-6" 10'-0" 13-6" 1'-0" 1'-0" T-0" 4'-0" T-6" 8'-6" 13'-0" 14'-6" 1T-0" 3 ®. for downward loads exceeding 250 lbs or for uplift • Corrosion-resistant fasteners required for wet-service applications. PB1 O least/"of TJI joist top flange conditions.For nailing requirements see page 5 TJ- LA When specified on the layout, one of W (1 PS1 or PS2 sheathing,face rain vertical 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-6" T-0" 11'-0" 15'-0" 1'-0" 1'-0" T-s" 5'-6" 9'-0" 10'-0" 14'-6" 16'-0" 18'-0" (n g 4 P g O the bracing options above is required O ) g g v g p q 2 Construction rade or better a•• 5'• 6" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 1T• 9001,Weyerhaeuser installation Guide for Floor and ( ) g ® 360 1'-0" 11-0" 1'-0" 1'-6" T-0" 6'•0" 9'-0" 15'-0" 1'•0" 1'-6" 4'-0" 6'-6" 9'-0" 14'-6" 16" Roof Framing, TJ-9001. 3 Web stiffeners are always required for 22"and 24"TJI 560D Joists 18" 5so r-o" r-o° .0 T.0 r-o" r4' s'-o" 10-0" 1s'-s" r-o" 3'-s" s'-o° a'-6" 1r-s" BEAMDETAILS FASTENING of FLOOR PANELS 20„ 360 1'-o" 1'-0" 1'-0" 11•0" 1'-0" T.0" 6'-0" 11'-0" 15'-6" 1'-0" 1'-0" 1'•6'• a'-o" 7'-0" 1z'-6" 16'-6" 19'-0" 21'-0" 1!- Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 560 1'-0" 1'-0" v-o" r•o" 1-0" 1'-6" 5'-6" 12'-0" 16-0" r-o" r-o" 3'-0" s'-0" 8'-6" 14'-0" 1T•6' 19'-6" zo-s" 11'' 11 Q TJI®(+1(z) Rim Board ® 1-4-1 t(l W V 1Yz" TJI Joists 110 210 230 or 360 560 Rectangular holes based on measurement of longest side. BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and e"TJ®Ri 1W. TimberStrand®LSL Microllame Parallam® 1 V (() Z Depth 9/z"or 14„ 9Yz"or 14"or 9�"or 14"or 18"or T 14"or 18"or • Leave�'of web(minimum)at top and bottom of hole. DO NOT cut joist flanges. v W I OR WINDOW HEADER and 230 560 Board TimberStrand®LSL or wider LVL PSL p 7 7 T 11 Z W Z BEARING AT WALL 11/a" 11/s" 16" 11/.. 16" 20" 1s 20" tr CONNECTION CONCRETE WALL • Tables are based on uniform load tables in current design literature. Z Q dJ Z w- 1 8d(0.113"x2%"),8d(0.131"x 2Yz") 4" 3" 6" 4" 3" 3" 3" Filler Block(1) 2x6+V 2x8+%" 2x6+Ys" 2x8+Y" 2x12+Yz" Two Two Two _J IT Q 11,J 1/s"TJO Rim Board or Strap per Code if top plate 2x6 2x8 For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole maybe located _ (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 f[\ - W • 10d(0.148"x 3"),12d(0.148"x 3Yi") 6" 4" 4" 4" 4" v � 1Ya"TimberStrand@ LSL Or IS not Continuous Over at the center of the joist span provided that no other holes occur In the joist. Q Z blocking for lateral support header 16d(0.162"x 3Y") 6" 6" 151 1 a a 8" 6„ Cantilever 2x6 2x10 2x6+%" 2x10+Y/" 2x6+Y2" 2x10+Yz" Not 0 ij Q Z g pp Y Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing applicable Not applicable ALLOWABLE HOLES - Headers and Beams Z Q Z Q (1)Stagger nails when using 4"on-center spacing and maintain 1 /"joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long pp _ Z panel edges)for diaphragms.Fastener spacing for TJI 0 joists in diaphragm applications cannot be less than shown in table.When fastener spacing for , ® Q (J, ® W Strapper Code if to blockin is less than s acin shown above,rectan ular blockin must be used in lieu of TJI ®joists. Backer Block(1 1.55E TimberStrand LSL Headers and Beams P P 9 P 9 9 9 1 Detail F1 s ^ Y •. s 11 7 " 7 .. Q ( / or/ / or/ / or 1"Net 2x6 2x8 2x12 1Li Q Q iK plate is not Continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least YZ"and staggered. or H2) W O } Q Q over column (3)With 10d(0.148"x 1 Yi')nails,spacing can be reduced to 3"on-center for light gauge steel straps. 2 x diameter of the Q li✓ 1 If necessa increase filler and backer block height for + . Top mount Y " /J ry, o g o face mount hangers and maintain/e gap at top ofjomi see detail le Filler and backer largest hole(minimum) Q (4)Can be reduced to 4"on if nail penetration into the narrow edge is no more than 1 /a (to avoid splitting). block dimensions should accomodate required nailing without splitting(12"minimum Wb ackerblocks and 24"minimum for filler blocks). 1 ,n ry Q Q hanger (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 %"(to avoid splitting). /depth v , (� Protect Untreated ■Recommended nailing Is 12"on-center in field and 6"on-center aeon ane/ed e.Fastenin re uirements on en sneered drawin s supersede Allowed hole zone Z 0 Column Face mount g g P 9 9 q g 9 X hanger wood from direct recommendations listed above. 'Y\ ^ -7 contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor u L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing,TJ-9001. ° 0 b O O O literature for framingconnectors ■Nailing rows must be offset at least Yz"and staggered rr Z ■14 ga.staples may be substituted for 8d(0.113"x 2,V2")nails if minimum penetration of 1"into the TJI'joist or rim board is achieved. 0 0 0 0 0 1.55 E TimberStrand®LSL ■Maximum nail spacing for TJI®joists is 18"on-center. Joists must be laterally supported at Header or Beam Maximum Round cantilever and end bearings by blocking Depth Hole Size (� panels,hangers,or direct attachment to 9'/4"-9Yz" 3" Multiple-Member Connections for Top-Loaded Beams a rim board or rim joist. 811 $" 11Y4"-11%" 35/" TJI®joist framing does not J Fastener Installation Requirements El 14"-16" 45/8" Piece #of Fastener require bridging or mid-span General Notes See Illustration for allowed hole zone :still!" ,r•rt,r,7"� 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" r ' sides,stagger fasteners on the second uniform and/or concentrated loads anywhere along the member. �f�,�.e•*•= P` BEARING AT 10d nails 3" 3'2' gg . Round holes only �•";t',l V"o- "("0.n`" 1 2) 12" side so they fall halfway between • No holes in headers or beams in lank orientation. COLUMN 2 12d-16d nails 3/4' 2 One side fasteners on the first side. P Screws 3%"or 3Y2" 2 24" H2 10d nails 3" 3 j 2 12" Both sides DO NOT bevel cut oist Al Rim board joint t}m�, kr� �' F j nF Other Trus Joist® Headers and Beams 12d-16d nails 3 X•' 2'2' beyond inside face of wall. Microllam® LVL B a f1► " a r 3 E2 between joists DO NO T overhang seat cuts 1.3E TimberStrand@ and Parallam@ PSL } ' ?? *^. 7 13/" 3%"or 3Y2" Both sides on beams be and the inside LSL hole zone hole zone 2 x diameter of the "'f "'`•�•'`" �` Screws 2 24" Load must be applied evenly across q�3 I y Y depth •� ...," .,} ,4:. 5" One side entire beam width.Otherwise,use `� face ofsupport member. largest hole(minimum) Verify column capacity 10d nails"' 3" 3'2' connections for side-loaded beams. Alf DO NOT cut,notch or drill and beam bearing 12" One side 1 1 2021 ,3) t=> (Per PIY) DE'�IVEREB FEB holes in headers or beams L5 length.See current 4 12d-16d nails 3 y" 2 d except as indicated in 71.1 f1r.--l. illustrations and tables. Weyerhaeuser literature. Screws 5"or 6" 2 24" Both sides Multiple pieces can be nailed or bolted together to CS 6 3/4' One side form a header or beam of the required size,u to a TJI@ rim joist Microllam® LVL and Other Trus Joist®Beams (� • ' 1Y8"TJO Rim Board or 1'/a" Parallame PSL Header or Beam Maximum Round O r 5"or 6" Both sides maximum width of 711 L3 TimberStrandO LSL. allowed hole zone Depth Hole Size Q 2 Screws 2 24 One side 1 - '42 middle%span 4Y/1' 1" Q 3%2" 6�„ /z'bolts 8" 2 24" 5%" 1IY4^ Q 1 10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPT"'. L1 d 1.3E TimberStrand®LSL allowed hole zone d Q COLUMN DETAILS ( ' 61 04-20 211 (2)An additional row of nails is required with depths of 14"or greater. H1 See illustration for Allowed Hole Zone (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes Q 0 r I (� m B2 Allowed hole zone suitable for headers and beams with uniform loads only. Q � NAILING AT BEARING FLOOR LS Round holes only Q BEAM ON COLUMN CAP ) O B3 • No holes in cantilevers. O E-• � to • No holes in headers or beams in plank orientation. X 0 TJI®Joist to Bearing Plate Squash Blocks to TJI@ Joist 1 Load bearing wall above 1/8"TJO Rim Board or g 1Ya"TimberStrandO LSL. Joist may be shifted up to 3"if Use B1 Or 62 at WARNING One 10d(0.128"x e floor panel edge is supportedB4intermediate bearings Z /- One 8d(0.113"x 2%") nail into each flange and span rating is not exceeded. With load bearing Or nail each side.Drive Do not cut joist flanges. g Joists are unstable until braced laterally Q IL nails at an angle at braced/shear wall • Blockin QQ p1 least%"from end. Plumbing Drop from above Bracing Includes: � �x End of joists 9 Sheathing Strut Lines O�L �•-• 1L 6 • Hangers • Rim Board • Rim Joist 3%"minimum of support centerlineat L2 I -1 Q COLUMN BASE 1%"minimum end bearing intermediate bearing Also see detail B2 Z single-family applications 5/"may be required p[ for maximum H1 Shear transfer:Connections equivalent capacity O r to floor panel nailing schedule 0 W � ~ E -1 p g tl F- Q� a i� ,,;�;;,,, .,•.,• Rim to TJI@ Joist DO NOT walk on joists DO NOT walk on joists DO NOT stack building 1/s"TJO Rim Board, TJIO 560 rim joist:Toe O O until braced. that are lying flat. materials on unsheathed ~ N ;•L;:-'•:�.+ 1 Additional joist is required if () 1/4"TimberStrand@ LSL or nail with 10d(0.128"x 3") floor panel edge is unsupported L4 O INJURY MAY RESULT. joists. Stack only over U I llj TJI@ 110 rim joist: nails,one each side of or if an rating is exceeded. �' WARNING NOTES: beams or walls. W I- P2 ®• • ® p g o Exterior Deck y- One 10d(0.131"x 3")nail TJI Joist flange TJI 560 LA DO NOT use sawn U- O into each flange floor'oist ,. ° Attachment Lack of proper bracing during construction can result in serious -I 9 j , • /umber for rim Q W Structural accidents.Observe the following guidelines: t1_= Q TJIO 210,230,and 360 rim INSTALLATION TIPS °' O board or blocking, 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJIcompletely' properly :. • ' sheathing y 2.Laterial strength, braced end wall or an existing deck,must be established attheends of the bay.This canalsobe nailed. U ELEVATED joist: o as it ma shrink COLUMN BASE One 16d(0.135"x 3Y2')nail •subfloor adhesive will improve floor performance,but O atter installation. accomplished b a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the ba 9 into each flange Y 4 O P g P ry ( g) I y' 13/a"minimum bearing may not be required. Q g Top View Use Only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each O m Locate rim board joint between joists. 0 Safety bracing(1x4 engineered/umber. joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at Won-center(6' worker or one layer of unnailed sheathing. - BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJIO 110 joists)and 4.Sheathing must be completely attached to each TJI 0 joist before additional loads can be placed on the system. f of a TJle joist with web stiffeners Is not a substitute concrete 1%"knockouts at O H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. 1 ( ) extended to a braced end wall. » 1Y8"TJ@ Rim Board or 1%" for squash blocks or blocking panels. approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. TimberStrand@ LSL. 12"on-center two 8d(0.113"x 2Y")nails minimum Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this DATE: FEBRUARY 2021 �".'~' •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit wy.com/inform, Optional plumbing or HVAC. P3 non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or of wall or beam I-JOIST DETAILS grout One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser, Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side Of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. 1Yz"minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJIJoistlnstallation Guide, TJ-9006, which should be referenced for additional information. A == a TONIN COMMENTS ' ' THE AURORA ' ' Z w A GUAL I TY NEVA HOME MODEL BY LLQ OASIS AT MATTITUOK, CORP. o a z Z " o O < " {_ 11 Vi o " } ,O V l� Lu 0 N do IL ii 711 - - - - - - - - FINI5HED SEGOND FLOOR V D- ® El El 7E] ® ® ® 0 u zm WZ O JiT OJW El El El El El ■ 1:1 El - FLOOR AREA TABLE A � }- <_ 7 o z L=D- z to _ozEl FINISHED FIRST FLOOR FIRST FLOOR 1,215 sf � > �11.1 ® p- - - - - - - - - SECOND FLOOR 1,202 Sr / j gpl - - - - - - - - - - - - - - - - - &AOF- 552 sf '� BASEMENT 1,226 sf O O m Y-Q PORCH 241 sf �ci < Ll FINISHED GRADE Q TOTAL LIVING SPACE 2,41'7 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 CONDITIONED FLOOR AREA 5,645 sf (INCLUDES BASEMENT) - I I I I I I I I I I I I I I I I INFILTRATION VOLUME 31,200 cF I ( I I I I I I I I I I I (INCLUDES ATTIC 4 BASEMENT) I I I I I I I I I I I I I I i I I I I I I ■ ■ ( � — I I I� � ■ I ■ ■ ■ ■ I ■ � I .. .far^Rl�a:^o r ., I _ _ a, J J I- - J — - - 1 - - - - -- - - - - - -1 - - L - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - _ _ _ INDEX TO I7RAN I NC 5 E - -- - - E - - - - - -- - - - - - - I - - - E - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - � �, — — — DRAWING No. r l �!• �1�: t'- s'�. COVER 4 ELEVATIONS A-I '1t ' r+ <` ' r a•,a f . FOUNDATION PLAN A-2 _i ?'A': '• .?',t'^ ;gra^ . FIRST FLOOR PLAN A-3 FRONT ELEVATION 2nd FLOOR PLAN A-4 WALL BRACING 4 ROOF PLAN A-5 SCALE: I/4" = I ft SECTIONS 4 DETAILS A-6 n� �� J OCT 2 ZO2 NOTES A-7 TJI-DETAILS A-8 Q O O ' r 00 I� m z O � v m o V Q u' 12 V z ly -1 5.25 O O _O aL QWW�� --- O JV Q 0 Z 0lu r z 12 0- -1Ll n -�5.25 4 11._ --�-- -------------------- ----------- ------------ ------- ---------------------------- - ----- -------- ------------------------- ------ ---- ---- ------ - ---- ------------- --------- ------- ------ tV NLIL IL o to ------------ --- — -------------------------- ---- ----- ------------ ----- ----- ------------- --------- --- ------- ------------------ - ------ WaLLLW DATE: FEBRUARY 2021 COVER 4 SIDE ELEVATION REAR ELEVATION SIDE ELEVATION ELEVATIONS SCALE: I/8" = I ft SCALE: I/8" = I ft SCALE: 1/8" = I ft DRAWING NUMBER A == I m A-6 235# ASPHALT SHINGLES;MIN. (4)-FA5TENER5 PER z Z STRIP FOR EAVES LESS THAN 20' ABOVE GRADE O O 37'-4" 241-411No. 15 ASPHALT FELT UNDERLAYMENT [R905.1.1] 14'-8 I/4" 1'-5 I/2" EGRESS WINDOW WELL TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 SELF-ADHERING POLYMER-MODIFIED CONCRETE 5 O BITUMEN ICE SHIELD BARRIER [Rg05.1.2] ZO V I6" x 8" P.G. FOOTING 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES V W 2x8 [UG3B] P.T. LEDGER - _ _ PROVIDE FALL PROTECTION I/2"� x 4" GAL SCREWS D I6" D.G. r - - - (TYP-3) TAG&FRED [R507.q] P.G. FTG 36" INSIDE EXTERIOR WALL LINE FOR > 8:12 SLOPES �(� ' 6' lu O W V / F 1/2" STRUCTURAL PANEL SHEATHING [RSD3.2] __ __ - - - - BASEMENT ENTRANCE STAIRS U- (2)-2x10 P.T. GDRw I 8" REINFORCED CONCRETE RETAINING WALL R-3q CLOSED-CELL SPRAY FOAM (SPF) INSULATION (� _ L J L _J I I #4 REBAR AT 12" ON-CENTER EACH WAY WW W d� ° STANDARD HOOK AND LAP INTO I6" x 8" P.G. F- W F m DECK I I SOLID WOOD BLOCKING z m I I & I I � ABOVE �0 IL GFOOTING. 2" MIN REBAR COVER L �NQO N i CEILING JO15T < _ _ _ _ _ _ F 2836 CASEMENT - - - - - - - - - - - - - - - - - - -2836 CASE T l I6'-0" DRIP EDGE [R905.2.8.5] N O EGRESS WINDOW GRESS DOW I I , Ix5 WOOD FASCIA r I I il" T d 1/2" GYPSUM WALLBOARD ! SOFFIT PENT - N 10" POURED CONCRETE FOUNDATION STEM WALL I '1X6°R UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING I DOUBLE 2x TOP PLATE j VINYL SIDING. ATTACH THROUGH RIGID J- i MINIMUM 3'-0" BELOW GRADE - - - - - - - - - - - - L - - - - - - c0 MINIMUM 24" LAP SPLICE LENGTH [Pb02.3.21 i INSULATION TO WOOD FRAMING PER (t- _ I MANUFACTURER'S INSTRUCTIONS FOR HIGH-WIND EMERGENCY ESCAPE d RESCUE OPENING I - _ - - - A NOTES INDEXED TO THE 2020 ENERGY GON5ERVATION GON5TRUGTION 7'-10 1/2° I0'-6 1/2" 6'-4" O GODS OF NEW YORK STATE V _� R1015 COMPLIANCE: This building was designed and shall be constructed to meet the 2020 E60GNY5. Both REScheck(U.S. Department of Energ and REM/Rate (Norelco) computer PROVIDE RESERVED SPACE IN SERVICE PANEL TO GORE software was utllltze to demonstrate compliance. All WOOD STEPS FOR FUTURE SOLAR ELECTRIC INSTALLATION [TiO3.q] mandatory provisions of the 2020 EGGGNYS - Residential O W Provisions are In force. (Y IL R105.2.2 WRITTEN STATEMENT: To the best of my knowledge, 8._0:1 WALL LINE LL O _ belief and professional judgement,these plans comply with the ABOVE CLOSED CELL SPF Energy Code. Furthermore,as a RESNET certified rater (I.D. ' No. 26143q-1), I certif that these plans comply with the Home x-a w y P P y O ° ATTIC PATHWAY FOR SOLAR ELECTRIC [TI03.8] Energy Rating System (HERS) program. A signed certification iY O O O O 4 INSTALL 2"� VERTICAL SCHEDULE 80 PVG CONDUIT Z - - of compliance with the HERS program (HERD) will be submitted THROUGH AL - L WALLS TO ATTIC WITH TEMPORARY PLUGS of the constructed buildingto demonstrate com Mane. 1!I PG RE — p Q 0 i OR GAPS AT EACH TERMINUS [E3802.3.2]. �y (V ! a! J (3)-3°5° 6°61, - I ___ I O GYPSUM BOARD -- -- - -- 1 --L------ -- O R301.1 CLIMATE ZONE: 4A Suffolk NY Qw-- (2)-1.15x11.25 LVL HDR (2)-1.75x11.25 LVL HDR -- --T �- ® L______ N (V y_\ J w --_ I--- GONTINUOU5 BEAD OF w to 9 v (ENGINEERED DESIGN) (ENGINEERED DESIGN) I cv I DW I I ! i,j�i SEALANT R4012 COMPLIANCE: This project complies with 2) Section R405 V Q Q p L — __1__—_J______________, I Q - Simulated Performance Alternative,and the rovisions of v J z r 1r.t_i..r, li "Mandatory." p Q Q I N O DL 5YP50M BOARD Sections 8401 through 8404 labeled Mandatory. J 4 I I I6-O " Ip J EXTERIOR Mandatory requirements: 0IR INTAKE = KITCHEN i i 36" GUARD [R312.1] — N 3 R40.3 CERTIFICATE. Builder to post per Code. z q [RI0o6] m I ________ ---------------------- `� O 1 11ONTIN0005 BEAD OF R402.4.1 THERMAL ENVELOPE. To be tested 4 verified to 3 23'-4" ' I _ ---------------------- IK j ) 5EALANT ACH by HERS rater. See Table R402.4.1.1 In plans. m I _ __ -- ----------- I r O R402.42 FIREPLACES: Factory built with UL 121 doors. O? i_ I O CONTINUOUS MINIMAL R402.4.3 FENESTRATION. See window/door schedule N� EXPANDING FOAM AT WINDOW R402.4.4 FUEL-BURNING APPLIANCES: All room heating and z FAMILY ROOM BREAKFAST o I I o w I '7'-0" I 4'-4" O D p B E ENT EN GE p l )NIT PERIMETER hot water heating appliances to be direct vent with both Q O �� - - I O <- O N Intake and exhaust pipes Installed continuous to the O ua ' - L 24,T- Intake 127 LISTED AND outside. =A- LABELED 36" WINDOW UNIT 8402.4.5 RECESSED LIGHTING: IG-rated and labeled as Q NOTE: q'-O" CEILING HEIGHT V ` havingon air leakage rate of not greater than 2.0 cfm Q! FACTORY-BUILT O 0 I i .d THROUGHOUT FIRST STORY n 000 F I , I n, per Code. g g LL FIREPLACE [81004] '� I ELEG. PANEL i R402.5 MAX.U-FACTOR d SHGG: See window schedule. 25 cfm CONT. i - I R403.1 CONTROLS: See plans for thermostat Information. Prot TECHNOLOGIES ~ N TO ERV 1 R403.32 DUCT SEALING: All duct joints shall be MODEL T"i05 tt ,M1505.4) i I E mechanicals fastened and sealed with duct mastic PROGRAMMABLE I E ---�'-- CONTIN000S MINIMAL sealant. Apply mastic to duct seams. THERMOSTAT EXPANDING FOAM AT WINDOW R403.3.3 DUCT TESTING: A duct air-leakage test Is not UNIT PERIMETER required under exceptions I and 2. (3)-1.75 x 14 LVL FLUSH (37' LONG) - - a P (2)-2x10 HDR E NO WALL 6 INTERIOR GARAGE WALLS: 8403.35 BUILDING CAVITIES: Framing cavities shall not be 6'-6" II'-4" F E o R-15 BATT INSULATION used as ducts or plenums. 8403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate 4x4 POST Ys' GYPSUM BOARD mechanical system piping carrying hot water to an p 36" GUARD [R312.1] O ~ GARAGE CEILING: Ii R-value of not less than R-3. - -- - -- - -- - Q R4o3.5.1 HEATED SERVICE HOT WATER(SHN CIRCULATION m 2¢1Q ° PDR 6'- 2' 6" -1 Ya" GYPSUM BOARD CONTINUOUS BEAD OF SYSTEM: Not in project. _ 4x4 P05T 1 HEAT DETECTOR v [TABLE R302.61 R403b MECHANICAL VENTILATION, ERV continuous O %y 4:: 56" RAILING X SEALANT , N-> r 1 }-} N ventilation system specified In the plans exceeds the m U l0 R cn I 4'-6" 4 6" F minimum efficacy of 1.2 cfm/watt. 4x4 POST R403.7 HVAC EQUIPMENT: Sized in accordance with AGGA Manual J and Manual 5. SELF-CLOSING 20-min - GYPSUM BOARD tQ 20 cfm CONT. TO ERV 2a1° F.R. DOOR[8302.5.1] 8403.8 MULTIPLE DWELLING SYSTEMS: Not applicable 1 36" GUARD (8312.1] 1 Z _ R403A SNOW MELT: Not In project. _ v I 7'-6" 3'-2" cV G _ -_ -- _- __ __ __ -_ __ � p - MI505.4] 8403.10 POOLS AN SPAS: Not In project. 1 2¢7Q x 14 LVL DROP HDR N CONTINUOUS BEAD OF R403.11 PORTABLE SPAS: Not In project. NO WALL in I _ " N ADHESIVE N 2 O 2-6 (ENGINEERED DESIGN) 8404 LIGHTING: Builder to Install high-efficiency lamps In at o least SIO% of permanently installed fixtures. Q I _ >� m CONTINUOUS BEAD OF O I� jJ GARAGE j SEALANT R405 51MULATED PERFORMANCE ALTERNATIVE: This method was 1Z J �� DOUBLE 1� GJ �� Q 5" P.G. 5LA5 j used to show compliance with the Energy Code. REM/Rate I? w FL HDR u_ ® ® : PITCHED TO DOOR o _ _ -. .. -. -- software was used to model the building performace - see J IJ SMOKE d G.O. - "---- - ---- 2020 IEGG Energy Cost Compliance report provided with _ Id I� DETECTOR (TYP) DINING ROOM �° � V Q I4 2 CLOSED-DELL SPF Permit Application. RE5check was used to model the building O I x L11/ING ROOM 1. o Z �' - Int Int - h r------- ----------- u erformance based on national standards - see RECcheck - - r'-------- p N o - FOYER = I I I I — i Compliance Certificate and Inspection Checklist provided with - >- Ix x Permit Application. l� HAZARD G ZING [R308.4] 14'-O" 4 i i i N j m N 4" V 11J fn v � CONTINUOUS BEAD OF I O I I I 24'-0"I I Z W Z r i SEALANT i rI _ I � � �� OZw ! GYPSUM BOARD I : I I I I ([� \ Q F O Z 1 R.A.G. m I I I I Q `J !— (2)-2x12 HDR I O I I O I 'I ' a 3°7°/(2)-I°7°5L Q - I I I I Z LU O Z Z d cv I (2)-2x12 HDR I I (2)-2x12 HDR _ I A O W j 1_ < , ; (2)-1.75 x 14 LVL FL (2)-1.-15 x 14 LVL FL J llyy n��// Q O O pPORCH �K O !�_ �} �Q !i CONTINUOUS BEAD OF 11�� SEALANT 0 (2)-3°5° N 5/4xx& DECKING (2)-3°5° N O Q O (' CONTIN0005 MINIMAL H Z Q EXPANDING FOAM AT WINDOW E E E E Q UNIT PERIMETER " " , O 2-q q-2 2 q U 8'-O' 2'-q' q-2 2-q" 6'-10" 10'-O" O X WINDOW UNIT (OR TABLE 8402.4.1.1 -2020 in N 4x4 P.T. P05T I� WEATHER-PROOF DOOR) AIR BARRIER AND INSULATION (TYP-6) INSTALLATION (3)-2x12 HDR (ENGINEERED DESIGN) (3)-2x12 HDR j !' I COMPONENT AIR BARRIER CRITERIA INSULATIONCRITERIA INSTALLATION �—-- -- -®- -- -- - -- -- --�—-- -- --®- -- -- A continuous air barrier shall be installed in the r�A•*•q•Awe•Es•gip••.. CONTINUOUS MINIMAL building envelope. WOOD STEPS Air-permeable insulation shall notbe used as it EXPANDING FOAM AT WINDOW General requirements The extenorthermal envelope contains a a sealing material. p a UNIT PERIMETER continuous air barrier. :• +ems•;+''., t C)�,' Breaks or joints in the air barrier shall be sealed. 15:_2:, 7'-O" 15'-2" 24'-4" t. n' '' fit The air barrierin any dropped ceiling/soffit shall be { ; l aligned with the insulation and an gaps in the air z i" ! barrier shall be sealed. The Insulation In any dropped telling/soffit Ij Ceiling/attic shall be aligned with the air barrier. r,y„ .,,r x,a•; Access openings,drop down stairs or knee wall CONTINUOUS BEAD OF ;; 4;,a� I•.V{�. • `,, .' SEALANT doors to unconditioned attics aces shall be sealed. Cavities within corners and headers offrame .I The junction of the foundation and sill plate shall be walls shall be insulated by completely filling the cavi with a material having a therm al sealed. c g A OCT 2 6 2021 1� resistance of R-3 per inch minimum. �7 DE'LiVERED GYPSUM BOARD Walls The junction of the top plate and the top of exterior A-6 FIRST F LOO f ` PLAN walls shall be sealed. Exterior thermal envelope insulation for CONTINUOUS BEAD OF framed walls shall be installed in substantial SCALE: I/4" = I ft ADHESIVE Knee walls shall be sealed. contact and continuous alignment with the air barrier. 5 BEAD OF Q GONTINUOU B The space between window/door am and Windows,skylights and doors P j O SEALANT framin ,andskylights and framingshall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. O j Floor framing cavity insulation shall be Installed to maintain permanent contact with 2" GI -GELL SPF the underside of subfloor decking. 1Z LL Alternatively,floorframing cavity insulation Floors including cantilevered floors The air barrier shall be installed at any exposed and floors above garages. edge of insulation. shall be to contact with the top side of i u- _ sheathing or continuous insulation installed O �0 „ on the underside of floor fram Ing; and extending from the bottom to the top of all d t- V perim eter floor framing m embers. O ` z` I Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided IL CONTINUOUS SILL SEALER - Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be r overlapping olnts taped. permanentlyattached to the walls. FULL WIDTH OF SILL — V ily Duct shafts,utility penetrations,and flue shafts Z _ Shafts,penetrations opening to exterior or unconditioned space shall be O O< L n I FOUNDATION WALL sealed. O O Batts to be installed in narrow cavities shall be cut to fit or narrow cavities shall be filled O�[ tL Narrow cavities with insulation that on Installation readily — V CONCRETE SLAB conforms to the available cavi space. W OL LIQI Z Airs ealin shall be provided between the garage w Garage separation g 5 GTURAL DESIGN NOTE U a v Z _ - and conditioned spaces. QC t� Recessed light fixtures installed in the building Recessed light fixtures Installed In the In accordance with the 2020 RGNYS; structural � �� •- Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight elements such as en ineerecl wood, steel and � surface. and IC rated. g �— X steel/wood composite columns beams headers and In exteriorwails,batt insulation shall be cut p : Q Q �j - neat) to fit around wiring and plumbing or girders that: in :,. Y 9 p g _ tV Plumbing and wiring Insulation that on Installation,readily (� _ conforms to available space,shall extend -► cl 1) resist gravity loads, and v w behind piping and wirin _ The air bard er Installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs Shower/tub on exteriorwail showers and tubs shall separate the wall from the shall be insulated. 2) are not contained in the prescriptive design O shower or tub. The air barrier shall be installed behind electrical provisions Of the 2020 RGNYS LL I- NOTE: IT IS THE INTENT TO PROVIDE FOR A Electrical/phone box on exterior walls and communication boxes. Alternatively,air-sealed O CONTINUOUS AIR BARRIER ALIGNED WITH THE boxes shall be Installed. were designed in accordance with � O THERMAL ENVELOPE. THIS DETAIL SHOWS HVAC supply and return register boots that TYPIGAL METHODS OF AIR-5EALING USING penetrate building thermal envelope shall be sealed ANSI/AHO NDS-201b with 2018 supplement. O m VARIOUS BUILDING ELEMENTS,APPROVED HVAC register boots to the subfloor,wall covering or ceiling penetrated ADHESIVES AND SEALANTS. FRAMING b the boot. Structural elements such as walls and fenestration CONFIGURATIONS NOT SHOWN, SUCH AS Where required to be sealed,concealed fire that: CANTILEVERS AND STAIRWELLS, SHALL BE sprinklers shall only be sealed in a manner that is 5EALED 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 DATE: FEBRUARY 2021 THERMAL ENVELOPE IN ALL LOCATIONS• voids between fire sprinkler cover plates and walls I) resist wind loads, and 2) are not contained in the prescriptive design FIRST FLOOR or ceilings. provisions of the 2020 RGNYS PLAN - were designed In accordance with ASCE '1-16 wind SC I LE �� L I NC IS T I L.S 5 �-I NC NOTES provisions and acceptable engineering practice. DRAWING NUMBER SCALE. 3,/4 - I ft where such elements occur in the plans., they are annotated "ENGINEERED DESIG'N." = Z Z O p A N A-6 --------------------i--------------------- } I 111!! I I Z i--------------------i O W U- 8'-6" 7'-2" I 2'-6" 6'-10" 4'-4" O IL I I W I I HAZARD 6LAZING W Z I I O Olu 3020 B 4°4° Z N 3050 r2--,TJ3050 6'-8" N AWNING PICTURE a —_ O 4" a < N � -- r- 4' = FREE-STANDING 6°16 #TRANSOM BEDROOM 3 GL BEDROOM 4 M BATH - - -- S'-O" G Ht 8'-O" G Ht 0 8 0 C Ht O OI N N WI N N O o § 20cfm T0 ERVNT. 20 cfm G NT. wHOLE-HOUSE MEGHANIGAL VENTILATION [R403.6] HVAC EQUIPMENT IN ATTIC O \x/ LENNOX HEALTHY CLIMATE ERV5-175-TPD ENERGY RECOVERY VENTILATOR GAS OR PROPANE FURNACE: LENNOX ELI66UH070XE36B � --�I _�_�_ d TO ER [MI505.4] GLASS IV DIRECT VENTED TO OUTSIDE;AHRI 201846570 I = & Q [MI505.4] O `_r --- --------------------------------------IN5TAL-L-ERV-UNI-T-IN-COND�TIONEB-ATTIC. Pro I TEGHNOLOGIE5 ,- HEATING GAP: 64,000 Btuh;AFUE = 66.1 -� MODEL T705 in � v BAT DUCTS SHALL NOT BE CONNECTED TO THE HVAC SYSTEM. INDOOR COIL: LENNOX GH35-30B+TDR L -_-- PROGRAMMABLE I OUTDOOR UNIT: LENNOX MLI4XCI-036-2300;AHRI 2033'14660 ® THERMOSTAT GL ® N O � �� HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL ` `1 GOOLING GAP. 34,800 Btuh;SEER = 15.10 S 2670 26-10 5 2a7o 3-O INSTALL IN AN AGGE55IBLE LOCATION ON A 2nd STORY WALL. INSTALL IAw MANUFACTURER'S 5PEGIFIGATION5 I STALE AIR TO OUTSIDE AND FRESH , IR FROM OUTSIDE: b" dia. DUCTS -all CONNECTED TO HEALTHY CLIMATE wEATHERHOOD KIT MODEL 65P07 MOKE d G.O. 1 1 O HALL �D TEGTOR (TYP) O IA.G RTURNI � FRESH AIR TO INSIDE DIFFUSER IN H4LLWAY: 6" dia. DUCT 10'-O" RAILI G m — —� 2°7° 470 STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. (2)-2XIO HDR L LINOI�R STALE AIR DUGT FROM KITCHEN HIN(5EO EXHAUST GRILLE MODEL I5N48 O (2)-1.75x6.25 LVL FLUSH _ .e�. �� __ __ _ ALL DUCTS INSULATED TO R-4.2 3050 (ENGINEERED DESIGN) HNDI BEARING WALL BI-FOLD SYSTEM TO BE SET AND BALANCED �f0 CONTINUOUSLY PROVIDE [MI505.4.4]: m 4x4 _ _ Q ® POST m 261° , m MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM D -� DRYER WASHER I X AND MINIMUM 25 cfm EXHAUST FROM(KITCHEN. m 5. �— — —� 36 H ND I [ 31 . .8] 3'-2" 4'-6" DRYER EXHAUST [MI502] 12' x 12 AIR TRANSFER GRILL IN CEILING r Z _ N m O O- DOUBLE FRAME A OPENING v IL v - i Q ocox 4:: cv 2410 cv I V BEDROOM 2 GL !T MASTE— REED—RO M 10'-0" TRAY G Ht A 1Z 10'-0" TRAY G t 4:: I O 14'-0" 2'-2" 5'-6" 4:: 1 : (2)-1.7_5x14 LVL_w/HT530 MTL STRAP AT EACH END (2)-1.7_5x14 LVL_w/HT530 MTL STRAP_AT EACH EN Z Z Q,t cl� Z V (EN6INEERED DE516N) (ENGINEERED DE516N) (� — — —1�_ p J W 2x8 GJ AT 16" o.c. 2x8 GJ AT I6" o.c. 0 r[\ \— Q Z W E � t�,J J (2)-2x10 HDR (2)-2x10 HDR `r I O Z -------------------------------_j W ----------------------- _ 3 CLO5EO-CELL SPF I BETWEEN RAFTERS I Q- (�- J m a p (2)-3°5° (2)-3050 I O x— W < 6'_2.. 2_6 N O Q Z I I I I I I I -------------------------------------- ---------------- L --------------- I 3-71-411 M OEd.IVERED OCT 2 6 2021 SECOND FLOOR PLAN SCALE: 1/4" = 1 ft 5 cj N 00 � m z < ® �✓ NO - i Oz SOLAR-READY O p O CERTIFICATE LL 6 < < < o Z Pis home has STRUCTURAL DESIGN NOTE LU LU Incorated features at IY the time of initial In accordance with the 2020 RGNY5; structural << �— V < ch construction to enable the o o elements suas engineered wood, steel and a"X _ —1 Installation of solar steel/wood composite columns, beams, headers and Q Q- electric. girders that: 0 (n cv The solar-ready roof 1) resist gravity loads, and v w t>�I zone is shown on this GO UIT �IL construction plan excerpt 2) are not contained in the rescrl tilve design O O UIT and Is free of GO UIT provisions of the 2020 RCN"rS gLL obstructions that would LL O limit placement of solar were designed in accordance with IO panels. ANSI/AWG NDS-2018 with 2018 supplement. p Plastic conduit for futureo 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 RGN`1"S 2nd FLOOR roof-mounted solar p PLAN 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 CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALLGONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALLNE�TO ELEaTRIC SERVICE PANELELEGTRIG SERVICE PANEL [TI03.101 annotated "ENGINEERED DESICN." A == 4 ' ^ E CS_WSP 37.00 15.80 0.884 13-96 32.00 OK ' TYPICAL ROOF R-3G z z 2x4 COLLAR TIE AT 48" O.G. ASPHALT ROOFING SHINC-,LE5 OVER 15# FELT OVER O p 1.75 x 16 LVL STRUCTURAL RIDGE Y2" 5TRUGTURAL PANEL SHEATHING OVER F- (SEE ROOF PLAN FOR P05T LOCATIONS) 2x10 RAFTERS AT 16" O.G. ROOFI R-3q 6" THICK OL05ED-GELL SPRAY POLYURETHANE FOAM (5PF) ----------------------------------------------------------------------------- WITH Y2" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] I 2' SOLID OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.6] N WOOD BLOCKING O W 1L - - - - - - - - _ _ _ _ _ _ I 2x12 GRO55-RIDGE Q _ — — — — I GABLE WALL INSULATION: 12 12 W I CONTINUOUS R-5 I-INGH RI61D FOAM XPS; r — — — — — — — I } — — —� — — — � � CAVITY R-13 2" 5PF FALSE GABLE 5.25 I _ -- _ —�5.25 W m I I FULL-HEIGHT a !U ((�� --------------------- I BEHIND ILEDGER z NO N Q U 1 ---------- ---------------------------- ---------- --------L-------------------------------- -- , SEALED ATTIC (INDIRECTLY CONDITIONED) GEILING -- --r ------ , � — _ 2x6 RAFTERS AT 16" O.G. 12 2x8 GJ AT 16" O.G. SMOKE d G.O. 2" SOLID W ri (I I QI- Nf 0O MASTER BATH LAUNDRY }I - - - - - FAMILY BATH 1x8 TRIM BOARD 81 O DETECTOR IN ATTIC HOOD BLOGKING } SOFFIT VENT} } } �I I d ;f) �-- I WG I I I HASHERI I I I WG I j TYPICAL INTERIOR HALL 4" (2)-1.75x14 LVL FL HDR 1/2" GYPSUM # LA%V. LAV. I I I I LAV. 2x4 STUDS AT 16 O.G. NOTCH TOP SIDE UNDER ROOF BOARD FIN15H — (V (2)-2x4 TOP PLATE;2x4 50LE PLATE MAX. NOTCH DEPTH = 54;2" I Y2° GYPSUM WALLBOARD ON BOTH SIDES NOTE: ALL DUCTS SHALL BE TUB pp[[ t TUB I I I LOCATED IN THE ATTIG, INTERIOR TYPICAL EXTERIOR WALL R-20 (2)-2x10 HDR SECOND STORY HALL GAVITIE5 SHOWER I I j 2x4 STUDS AT 16" O.G. �' z AND SECOND FLOOR PLATFORM. V/ I (2)-2x4 TOP PLATE;2x4 SOLE PLATE (Y MIN. R-4.2 DUCT INSULATION. 2nd FLOOR I ____ _ I _ ____ __________ ___ ______________ I (2)-2x8 HEADERS UNLESS OTHERH15E NOTED ON PLAN Q O ------------------ --------------L---- ---- ---------- -� -� R-15 UNFAGED FIBERGLASS BATT CAVITY INSULATION BEDROOM 2 m HALL BEDROOM 3 i-I/2" W I-I/2" 3" W 2" W 2' W I 2 H I I VINYL SIDING OVER HOU5EWRAP OVER R-5, I" XP5 INSULATION 2' W 3 W i-I/2 W I OVER 1/2 STRUCTURAL PANEL SHEATHING G5-1^15F WOOD FLOORING OVER m �� :� 2 w I 2 w I 3° w 2 H G.o. I G.O. F-- 2 3 W �- -----------------------------------------------------J (2)-L75 x 14 LVL FLUSH HDR 3/4" PLYWOOD 505FLOOR u -------------------------------- -------------------------------------------- -------------------- ------------------ - CEILIN6 — — — I '-,,u I � I R-13 2 GLO ATD RIM JOIST I: - _ - -- � — — �— —POWDER KITCHEN I II 14" TJI-560 FJ AT Ib" O.G. II 14" TJI-560 FJ AT 16" O.G. = I(� VI }I >1 I _ }I i (2)-1.75 x 14 LVL FLUSH HDR o 1 I STAIRS I? p (3)-1.75 x 14 LVL 0 1/2" GYPSUM BOARD FIN15H Z W i i w HG I I KIT 51NK I I I LAV. I py J I I I I LIVING ROOM iz FAMILY ROOM I I QI I I 'Q I 15t FLOOR PLATFORM m Q] Ist FLOOR I HOOD FLOORING OVER -------------------------------- ----------- ---------- ----------�-- ------------------ ------ -------- --------------------------------------- 3/4" PLYWOOD SUBFLOOR 1-I/2" W 3" w I 2" W I 2X10 FLOOR JOISTS AT I6" O.G. G.O. 2" W 3„ w 3.: H 2 H G O GROSS BRIDGING AT MID5PAN 1 ---------------------- CEILING I R-13 2 CLOSED-GELL 5PF II I AT RIM JOIST 5TAIR5 4 i BASEMENT (3)-1.75 x 11.875 LVL GDR FINISHED GRADE I FINISHED GRADE (INDIRECTLY CONDITIONED) (4)-3/8" LAG SCREWS SILL CONSTRUCTION: SLOPE 6" IN 10' MIN. AHAY FROM BUILDING 2x6 P.T. NG3B) SILL ON TERMITE SHIELD G.O. 411 H ON SILL SEAL HITH 1/2" ANCHOR BOLTS � I 10" POURED CONCRETE FOUNDATION STEM HALL N p (SEE TYPICAL HALL DETAIL) V I / VERTIGAL REINFORCEMENT: NOT REQUIRED FOR v HOUSE TRAP j TO APPROVED SAND $ GRAVEL 501L5 (6H, 6P, 5H, 5P) SANITARY 5Y5TEM HORIZONTAL REINFORCEMENT: #4 REBAR AT BASEMENT FLOOR I MID-HEIGHT OF HALL STORY N � m ------------------------------------------------J ONE TOP BAR WITHIN 12" OF TOP OF WALL 1/2 GYPSUM FULL HEIGHT R-11 BLANKET HALL INSULATION Iv W 1 Q BOARD FINISH D A5 MANUFACTURED BY GERTAINTEED CORP. Q� Z i�LUM�I NO fi�I Saiz I�IOfi�' M UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING [R302.7] - ASTM E84 MAX. FLAME SPREAD INDEX 5 25 } _ MINIMUM 3'-0" BELOW GRADE `r MAX. SMOKE DEVELOPED INDEX 50 m — $zW SCALE: NTS 4" P.G. FLOOR SLAB (� �-- d- TOP OF BASEMENT SLAB (� 1" O Z 1-U a z t- Z 1tu 0- lu > 4.W.rl =.p � 30"x 30"x12" DEEP P. GONG. SPREAD FOOTING IK x m (X d w/(3) #5 REBAR E.W. a (O/ f(-)� Qv x < !�- V I Q O R I ISO E TENSION STRAP: SECTION WRAP STRAP OVER RAFTER SCALE: 1/4" = 1 ft (5) 10-d COMMON NAILS AT EACH END OF STRAP Z evert°Rr'rery ,lli�4 k� e w, rre Ytx? r A'. _.1,�-�j�Y+.r•;'��+'.,.fir,. 1.', RAFTER TO STUD WRAP STRAP OVER RAFTER (4) 8-d COMMON NAILS AT EACH END OF STRAP pE 1VEREU jJ�:T 2 6 2021 _ ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED IAN MANUFACTURER'S SPECIFICATION v WHERE RAFTER ALION5 WITH STUD — fa � r O 2x ROOF RAFTERS AT 16" O.G. USE 6ALV. HURRICANE TIE BETWEEN 0 It EVERY RAFTER AND THE ROOF BEAM Q Q 2x GEILING JOISTS AT 16" O.G. %D tL�� — USE (3)-16d NAILS AT RAFTER O HEEL JOINT CONNECTION O +'- ROOF BEAM (SEE PLAN FOR SIZE) LLSTUD TO MALL STUD : A55E PRESERVATIVE TREATED 2x EXTERIOR WALL ASSEMBLE WITH 10-d NAILS Q to STRAP OVER OR UNDER SHEATHING 12" O.G. STAGGERED ALONG LENGTH (4) 8-d COMMON NAILS AT EACH END OF STRAP — MT5306 STRAP-TIE l� — SEE NI ND COMPLIANCE PATHWAY NOTES ON SHEET 7 EACH RAFTER O O z VENTED VINYL SOFFIT 1x8 TRIM BDARD ri UPLIFT CONNECTIONS: 6518 6ALV. COIL STRAP R-30 BATT INSULATION 37- USE ~ O (2) AT EACH POST,TOP b BOTTOM I-I/4" WIDE 20-GUAGE Q Y 5/4"xb" DEGKING (4)-IOd NAILS AT EACH END STUD TO FLOOR JOIST h"PERPENDICULAR TO JOISTS 51MP50N COIL STRAP GALVANIZED STEEL STRAP J v d ,Q (2)-Sd THREADED NAILS OR (4)-8d NAIL5 AT EACH END EAGH 51DE OF WINDOW AND W p_ Q- f DOOR OPENINGS. INSTALL y r 7- zX (2)-No. 8 WOOD 5GREH5 AT 4x4 WOOD COLUMN 2x 50LID BLOCK 8 AIR-SEAL BETWEEN FJ STRAP FROM TOP OF TOP Lu w d CL V < EACH 5UPPORTIN6 MEMBER PLATES TO JACK STUD. � Qd,> UG3B PRESERVATIVE TREATED I 2x RIM BOARD [R507.7] REST DIRECTLY ON FLOOR BEAM MINIMUM LENGTH BELOW '— x 117- HEADER �, F n FLOOR BEAM (SEE PLAN FOR SIZE) CANTILEVERED FLOOR JOIST HEADER = LENGTH ABOVE d d !� FLOOR JOISTS UG3B PRESERVATIVE TREATED BOTTOM OF HEADER ~ 0 — tV (SEE PLAN FOR SIZE) ASSEMBLE WITH TWO ROH5 OF IOd NAILS p O STUD TO SILL PLATE: UG3B PRESERVATIVE TREATED 16" O.G. ALONG EACH EDGE [R507.5] — V w uJ WRAP STRAP UNDER SILL PLATE PER CODE 3116" OSB ff VINYL SOFFITi- (6) 8-d COMMON NAILS AT EACH END OF STRAP GRADE w pQ ' SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 7 4x4 WOOD P05T FLOOR JOIST TO WALL: 1WL ~ 10 Ur-513PRESERVATIVETREATED 51MP50N H2;(5)-8d NAILS TO FJ 8 (5)-8d NAILS TO STUD ° 1!1 O — 2x EXTERIOR HALL ; :. e •'' °: <.. '. �' P1344 HOT-DIPPED GALV. ALTERNATE WHERE FJ/STUD MI5ALI5N5: m POST BASE ANCHOR FLOOR JOIST TO PLATES: a d �° c . • ' 5IMP50N H2.5;(5)-8d NAILS TO FJ, (5)-8d NAILS TO PLATES PLATES TO STUD: a 12"(P x 6-0" HIGH P.G. COLUMN HITH (2)-#4 51MP50N H2.5;(5)-8d TO PLATES, (5)-Sd TO STUD VERTICAL REBAR ON 24" x 24" x 12" DEEP P.G. FOOTING HITH (2)-#4 DATE: FEBRUARY 2021 REBAR EACH HAY, REBAR 4" ABOVE BOTTOM SECTIONS 4 DETAILS H I OH-lel I NU UPLIFT STRAFF I NO T'rF I GAL FOiRGH DETAIL. DETAIL AT FLOOD' DANT I LEVER TENSION ST AF I NO AT MALL OFEN I NOS DRAWING NUMBER SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS NOTE: ALL. METAL 5TRAPPINO SHALL BE 11/4" x 20 GAGE (51MP5ON 0520 COILED STRAP). A - & STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RESIDENTIAL CODE OF NEW YORK STATE RIOI.I UNIFORM CODE, All work shall conform to the New York State Uniform Fire Prevention and Building Code - 19 NYGRR TABLE R301.2(1) WIND COMPLIANCE PATHWAY NOTES and publications Incorporated by reference therein. Z Z O CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA O81052 BUILDING PERMIT: A building permit shall be Issued by the WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN STANDARD: 2020 RCNYS 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 F SNOW Seed Topographic Special wind Windborne DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL http5://hozords.atc.ounr-il.org FOR THE PROJECT LOCATION: pWeathering Termite TEMP REQUIRED HAZARDS INDEX TEMP p 9 N LOAD (mph) CATEGORY depth N 41.0031 H "72.56650 THI5 NEW RESIDENTIAL 5TRUGTURE UTILIZE5 RlObfiled with lTheRS ate Education Deportment entitling D?Amorois O t j ( p ) effects region debris zone p WIND DESIGN IS NOT REQUIRED IN ACCORDANCE WIT-! FIGURE PRE-ENGINEERED WOOD GON5TRUGTION Engineering and Surveying,P.G. ("Designer") to provide LL 20 psf 127 None No No B Severe 36" M to H 15 °F Yes None 599°F-DAYS 51.0° F 8301 2(5)B FOR FLOOR FRAMING AND ROOF FRAMING. professional engineering services. However,the Designer has � MANUAL J DESIGN CRITERIA- Central Islip MEAN ROOF HEIGHT 15 NOT GREATER THAN 30 FEET[TABLE not been retained to provide construction engineering, 0 8301.2(3)] THE OWNER SHALL NOTIFY THE TOWN AND supervision nor inspection,and therefore Is not responsible Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXPOSURE CATEGORY: EXPOSURE B AFFIX THE ABOVE 516N IN AGGORDANGE for work performance of the builder. The builder shall Q y Elevation Latitude lin temperature cooling difference immediately notify Designer, in writing, if there is any W heating cooling factor P g COMPONENT AND CLADDING LOADS [TABLE R301.2(2)] DO NOT WITH TITLE IG NYGRR PART 1265 discrepancy found between field conditions and plan � W 80 ft 41° North 150 99%outdoor DB 85° 1%outdoor DB 0.997 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE R301.2(3)] dimensions,especially with regard to existing construction. z N O Cooling temperature Wind velocity Wind velocity Coincident Winter Summer - MAIN ROOF UPLIFT CONNECTION FORGE = 228 pIf (30'-0" roof span, 140 mph, pitch less than 5:12) [TABLE 8802.11] N R301.2.1 WIND DESIGN: In accordance with Figure R3012(5)B,wind Daily range N difference heating cooling wet bulb humidity. humidity I i WALL-TO-WALL UPLIFT CONNECTION FORGE = 168 pIf design is not required. This building Is designed In W accordance with the wind provisions of the 2020 RGNYS. 10°F 15 m 7.5 mph h 72°F Medium 16°F to 25°F N/A 50% (design) design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 108 If Q p p UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP 8301.2.12 PROTECTION OF OPENIN65, This building Is not located Q In a Windborne Debris Region. ry O AND BOTTOM OF ALL BRACED WALL PANELS [R6O2.3.5]. 8301.2.4 FLOODPLAIN: This building is not located In a flood # hazard area. 8301.5 LIVE LOADS: Minimum uniformly distributed live loads: IWY J J�J Attics without storage 10 psf,Attics with Storagge 20 psf, O Balconies 4 decks 40 psf,Rooms other than sleeping rooms 40 psf,Sleeping rooms 30 psf,stairs 40 psf TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) Z 8301.6 ROOF LOAD: Roof Design Load Is based on the greater of the Ground snow Load (20 psf,applied per A5GE-'i) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table 8301.6. Span table ITEM DESCRIPTION OF BUILDING ELEMENTS a b,� SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTST a b,� SPACING AND LOCATION NOMINAL MATERIAL a h design corresponds to the 30 psf ground snow load column to OF FASTENER OF FASTENER ° THICKNESS DESCRIPTION ' OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load conditions. Roof Floor (inches) (inches) (inches) support 8301.8 NOMINAL SIZES: Dressed lumber dimensions specified on 4-8d box(2%"x 0.113");or 4-8d box(2%" x 0.113"); or (inches) these plans are nominal sizes. Engineered wood dimensions 3-8d common(2 72"x 0.131")• or 3-8d common(2%"x 0.131")• or Wood structural panels,subfloor,roofs and wall sheathing to framing and particleboard wall sheathing to framing (LVL,P5L, 1joists,glu-lams,etc) are actual dimensions. 1 Blocking between ceiling joists or rafters to top plate 3-10d box 3"x 0.128" ;or Toe nail 21 Joist to sill,top plate or girder 3-10d box 3"x 0.128" ;or Toe nail ( ) ( ) Staple 15 ga. 1 % 4 g 8302.1 FIRE-RESISTANT EXTERIOR WALLS: All exterior walls and 3-3"x 0.131" nails 3-3"x 0.131"nails i 1 projections shall be located at least 5 feet from lot lines and Up to 0.097-0.099 Nail 2 3 6 are not fire-resistance rated. 8d box(2%"x 0.113") 4" o.c. toe nail Staple 16 ga. 1 Y4 3 6 4-8d box(2%"x 0.113");or R302.a FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common(2%2"x 0.131");or (roof applications also) l Od box(3„x 0.128„),or 6"o.c.toe nail 1Rim joist,band joist or blocking to sill or top plate 8d common(21/2"x 0.131");or 0.113 Nail 2 3 6 WALL5 AND CEILING5: Gypsum wallboard Is a Glass A finish 3-1 Od box (3"x 0.128");or 2 Ceiling joists to top plate Per Joist,toe nail 22 92 and s Staple 15 and 16 ga. 2 4 8 and complies w having a F51 = 15 (re 'd max. 200) and a SDI = 0 ( qre 'd max. / th Code. 3-3"x 0.131" nails 3"x 0.131"nails 0.097-0.099 Nail 2 4 4 8 450) Staple 14 a. 2 8302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter,laps over 4-1Od box(3"x 0.128");or 3-8d box(2Y2" x 0.113");or P g 4 8 INSULATION, Exposed Insulation that Is not Installed in partitions see Sections R802.3.1,8802.3.2 and Table 3-16d common 3 %"x 0.162" or Face nail 2-8d common 2%"x 0.131" or Staple 15 ga. 1 / 3 6 concealed spaces having substantial contact with cavity 3 P [ „ ( )' 23 1"x 6" subfloor or less to each joist „ ( )' Face nail 2 32 and 4 surfaces shall have a F51 s 25 and a 5DI < 450. See plans R802.5.1(9)] 4-3 x 0.131 ) 3-1Od box(3 x 0.128 ), or 0.097-0.099 Nail 2Y4 4 8 for exposed Insulation values. 2 staples, 1"crown, 16 ga., 1 %4" long Staple 16 a 2 Ceiling joist attached to parallel rafter(heel joint) P g • 4 8 R302.11 FIRE BLOCKING: Use approved material to fireblock 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail 3-16d box(3%"x 0.135"); or Staple 14 ga. 2% 4 8 around all penetrations of the floor and ceiling planes,and R802.5.1(9)] 24 2 2-16d common 3 subfloor to joist or girder 1 Blind and face nail 0 0.162) .113 Nail /i 3 ROWS.where otherwise specified by the 2020 ROWS. ( „ x 4-1Od box(3"x 0.128");or3-16d box(3%"x 0.135"); or 1 Staple 15 ga.2 4 4 8 8302.12 DRAFTSTOPPIN6: Not needed for this project. 5 Collar tie to rafter,face nail or 1 %"x 20 ga.ridge strap 3-10d common(3"x 0.148");or Face nail each rafter 25 2 planks(plank&beam-floor&roof) 3-16d common(3 3„x 0.162„),or SPACING O FASTENERS 2-16d common(3%2"x 0.162 At each bearing, face nail i 0.097-0.099 Nail 4 8 8302.13 FIRE PROTECTION OF FLOORS: Not needed for this to rafter 4-3"x 0.131") project under Exception 4. 4-1Od box(3"x 0.128 )' or DESCRIPTION a,b OF FASTENER AND LENGTH" NOMINAL MATERIAL R302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed 3-16d box(3%"x 0.135");or 2 toe nails on one side and 1 toe 26 Band or rim joist to joist :: :: End nail THICKNESS Edges Body of aneld luminaires shall be IG-rated I/A/W N1102.4.5 with separation „ „ , 4-3 x 0.131 nails;or inches g Y p 6 Rafter or roof truss to plate 3-1 Od common(3 x 0.148 ),or inches (inches) from Insulation per listing. Z ° nail on opposite side of each rafter 4-3"x 14 ga. staples, %6"crown (inches) (inches) (inches) 4-lOd box(3"x 0.128"); or Or truss' 8308.4 HAZARDOUS GLAZING LOCATIONS: Tempered glass or 4-3"x 0.131"nails Nail each layer as follows: 32" o.c. Floor underlayment; plywood-hardboard-particleboard r-fiber-cementh other approved safety glazing material shall be Installed In O 20d Common(4"x 0.192");or and adjacent to door panels;within 60 Inches of wet surfaces; m W V at top and bottom and staggered. Fiber-cement and at locations where shown on the lons. l n to Z Z 4-16d box(3%"x 0.135"); or p / Z w - 3-IOd common(3"x 0.148");or Toe nail 3 6 10d box(3"x 0.128");or 24"o.c. face nail at top and bottom 3d,corrosion-resistant,ring shank nails R30a.1 GARAGE FLOOR SURFACE: tiarag a floor shall be 5-inch Z Z <,t dJ Z 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 -t W Roof rafters to ridge,valley or hip rafters; or roof rafter 4-3"x 0.131"nails 27 Built-up girders and beams,2-inch lumber layers entry doorway. (n Q- c4 W And: Staple 18 ga., s long,a crown p v q r �O-Z 7 " '� " • finished flooring other than the 3 6 R3lo EMERGENCY ESCAPE AND RESCUE OPENIN65: 'It Is the lui�d O 0 IL Z to minimum 2 ridge beam t „ „ • 2-20d common(4 x 0.192 ),or i ( g ) Q� Z Z t 3-16d box(3/ x 0.135 ), or Face nail at ends and at each splice / builders responsibility to verifyy that window units supplied by IL O W 2-16d common(3%"x 0.162"); or3-IOd box(3"x 0.128"); or 1 4 long x .121 shank x .375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for LUtY a End nail 3-3"x 0.131"nails 8 8 emergency escape and rescue openings where required. Q J O 1lL 3-1Od box(3"x 0.128");or (galvanized or stainless steel)roofing nails(for the finish) - m (Y 3-3"x 0.131"nails _ i „ „ . 1 long,No. 8 x .375 head diameter,ribbed wafer-head screws 8311.1 5TAIRWAY5, Interior stairways shall be re-assembled 0 O 4 4 16d box(3/ x 0.135 ), or g 8 8 wood units. The maximum riser height shall be 6-1/4 Inches and ry O Q 0 Wall 3-16d common(3 Y2"x 0.162")• or (for tile finish) the minimum tread depth shall be �t Inches,plus nosing where Z 28 Ledger strip supporting joists or rafters At each joist or rafter,face nail required. Provide handrails per Code. < Q 16d common(3 y x 0.162 ) 24 o.c. face nail 4-10d box(3 x 0.128 ),or Plywood ( panels) 1Od box 3 x 0.128 , or 4-3"x 0.131"nails 1 /ring or screw shank nail-minimum 9 8 Stud to stud not at braced wall anels ( " ")• i g 8312.1 GUARDS: Walken surfaces more than 30 Inches above 16 o.c. face nail 3 6 grade,and steps leading thereto,shall have guards that X Z 3"x 0.131"nails 2-10d box(3"x 0.128");or 2-8d common 4 and%6 12%ga. (0.099")shank diameter conform to Code. 'yam X 29 Bridging or blocking to joist 2 4"x 0.131" • or 2-3" x 0.131"nails Each end,toe nail � s 16d box(3 3"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 83122 WINDOW FALL PROTECTION: Windows with sills less than 9 corners(at braced wall panels) 3"x 0.131"nails SPACING OF FASTENERS 132 ss�Is i 1 1/ring or screw shank nail-minimum a 24" above finished floor and greater than 72" above grade - comers /2 and/ 6 8 shall be protected per Gode. 16d common(3%2"x 0.162") 16"o.c. face nail DESCRIPTION NUMBER AND Intermediate 12,V2 ga. (0.099")shank diameter 16d common(3 72"x 0.162") 16" o.c,each edge face nail TEM OF BUILDING ELEMENTS TYPE OF FASTENERa°h Edges h supports`` 1%ring or screw shank nail-minimum 8314 SMOKE ALARMS AND HEAT DETECTION: Interconnected ,<..•Prtp,.,, (inches) g 3 6 smoke alarms,carbon monoxide alarms,and heat detection (inches) 19 s 2s s 1 a 0.099" shank diameter alarms shall be Installed at all locations shown on the plans. 10 Built-up header(2"to 2"header with/" spacer) / /2 and/4 12/g . ( ) 16d box(3%2" x 0.135") 12"o.c. each edge face nail /2, s, w ' r t, s 5-8d box 2 y" x 0.113" or Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 ga., 1 / 6 8 •':- .$.�•,+ -` �. Ig ( ), iZ315 CARBON MONOXIDE ALARMS: install at all locations �. f� .,,cw �•�,,.-i #• 11 Continuous header to stud 4-8d common(21/2' x 0.131");or Toe nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] specified on the lans.Hardboardr ;:� •., µr-;' .�- 6 12 4-1Od box(3"x 0.128") 3O g� -�� 6d common(2".x 0.113")nail f 172 long ring-grooved underlayment nail 6 6 8317 W poD DECAY PROTECTION Lumber specified in the plans :: :: subfloor,wall accordance withAWAUefor the Intended use and location. iy . / t,: -✓ia,l �¢ d ; 16d common(3 x 0.162 16 o.c. face nail ( ) 0.200 4d cement-coated sinker nail 6 6 12 Top plate to top plate IOd box(3"x 0.128");or 31 1%2" - 1" 8d common nail 2%"x 0.131" 6 12f Staple 18 a., %lop (plastic coated 3 6 Fasteners shall be hot-dipped galvanized steel, stainless / ' � "°�'''•Y^• `��• 'f 12"o.c. face nail ( ) P g g ) pp lOd common 3"x 0.148" nail or steel,silicon bronze, copper or 1/2" diameter or greater 3"x 0.131"nails i „_ 1 „ ( ) 6 12 Particleboard steel bolts. ts• f'"i r_, "' 32 1 / 1 / 8d 2 4"x 0.131" deformed nail ( ) 4dring-grooved underlayment nail 3 6 8401.4.1 6EOTECHNIGAL, Footings and foundations shall rest on n C7 6r y} f g � 7 3 g DLIVERED Obi 2 9 �U21 Other wall sheathing Staple 18 ga., /long, /6 crown 3 6 undisturbed soil with a minimum load-beorin value of 2,000 8-16d common(3 Y2"x 0.162");or Face nail on each side of end joint i „ g 1/2 galvanized roofing nail, /6 head 6d ring-grooved underlayment nail 6 10 psf. Visually graded soils that have this load-bearing value 13 Double top plate splice 12-16d box(3 1/2"x 0.135");or (minimum 24" lap splice length 33 %" structural cellulosic fiberboard sheathing ,/ 3 6 % Include 6W d 6P-gravel and sandy gravel;6M d 6G-silty and 12-10d box(3"x 0.128");or diameter,or 1 crown staple 16 ga., 1 74 long Staple 16 ga., 1 1/long, %crown 3 6 clayey gravel;5W 4 5P-sand and gravely sand;5M 4 SG-silty Q each side of end joint) 3 an clayey sand. Unsuitable subsoil material encountered 12-3" x 0.131"nails 13/4"galvanized roofing nail, /6 head 1 6d ring-grooved underlayment nail 6 10 durin excavation shall be excavated and replaced In-situ I r 34 2%2" structural cellulosic fiberboard sheathing diameter,or V crown staple 16 a. 1 %" long 3 6 �' s s 3 with /4' crushed stone to o minimum de th of 8 Inches or AOSE. P g g Staple 16 ga., 1 /long, /crown 3 6 p 16d common(3 %2" x 0.162") 16"o.c. face nail d 1%" galvanized roofing nail;staple galvanized, 84022 CONCRETE: Basement wails,foundation walls, exterior O Bottom plate to joist,rim joist,band joist or 35 y gypsum sheathing 1 1/2" long; 1 %4" screws,Type W or S 7 7 walls and other vertical concrete work exposed to thet- 14 blockingnot at braced wall panels) 16d box(3%2" x 0.135");or YP For SI: 1 inch=25.4 mm. weather shall be air entrained stone concrete with a minimum `9 ( p ) „ „ . 12 O.C. face nail 3 „ compressive strength of f'e,=3,000 psi at 28 days. Porches, 0 () r 3 x 0.131 nails 5 „ d 1 /4 galvanized roofing nail; staple galvanized, "'p 9 P y O O 36 / gypsum sheathing s " s ,: 7 7 a. Nail is a general description and shall be permitted to be T-head modified round head or round head. carport slabs and steps exposed to the weather,and garage :, 1 / long; 1 / screws,Type W or S g P Bottom plate to joist,rim joist,band joist or 3-16d box 3%"x 0.135" ; or 3 each 16��o.c. face nail floor stabs shall be air entrained stone concrete with a ( ) 2 each 16 o.c. face nail Wood structural panels,combination subfloor underlayment to framing b. Staples shall have a minimum crown width of%6-inch on diameter except as noted. minimum compressive strength of f'o=3,50o psi at 28 days. Q O 15 2-16d common(2/2 x 0.162 ),or p 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. d1 t- 4-3"x 0.131"nails 4 each 16 o.c. face nail 6d deformed(2 x 0.120 )nail;or R403.1.4.1 FR05T PROTECTION, Exterior footings and foundations O to 37 4" and less 1 „ 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. systems shall extend below the frost line, i.e.,to a i.e., °G�� ' Y 1[1 8d common(2 x 0.131 )nail . Fasteners sae placed a grpattern throughout hbody h ' " rougout te oy of the panel. depth of 3-0below finished grade. O 4-8d box(2%"x 0.113");or dFtshall be iid 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. ly ( )� 38 /g 1 6 12 8404.1.'7 BACKFILL: Backfill shall not be placed against � Z Toe nail 8d deformed(2 y"x 0.120")nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minimum of *7 da Brace to O �- 4-8d common(2%"x 0.131"); or days. p 0 , 4-1 Od box(3"x 0.128") or lOd common(3"x 0.148")nail or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speec is less than and bottom of wall during backfill placement. (�/ O 39 1 4"- 1 %4" i „ 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using ``- O W t- 16 O 16 Top or bottom plate to stud 4-3"x 0.131"nails 8d deformed(2 x 0.120 )nail R502.1 WOOD FLOOR FRAMING: Load bearing dimension lumber O u f� u- 6 the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer Z 3-16d box(3 V"x 0.135");or h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336,Category C. lumber (LVL) shall have a minimum Fb=3,100 psi and modulus -`�. w Q 2-16d common(3 y"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.o x l0 6. iu � r w U Z 3-IOd box(3"x 0.128");or R602 WOOD WALL FRAMIN6: Load bearing dimension lumber shall 4 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 Dou las fir-larch No. 2 or better. Studs shall be a minimum Q.. 7- TABLE TABLE R602 3 3 REQUIREMENTS FOR WOOD STRUCTURAL PANEL No. 3 standard or stud grade lumber. ° sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of ( ) Q �- x i,- 3-10d (L 3-16d box mo 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,e 4 WALL SHEATHING USED TO RESIST WIND PRESSURES R-to2s GYPSUM BOARD: All Interior wails to be covered with� � 17 Top plates,laps at corners and intersections 2-16d common(3%"x 0.162");or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped,spockied and painted;unless otherwise (V 3-3"x 0.131"nails ULTIMATE DESIGN noted on plans. U Q W b. Staples are 16 gage wire and have a minimum /6-inch on diameter crown width. MINIMUM v W 1- MINIMUM WOOD MAXIMUM PANEL NAIL 3-8d box(2%2"x 0.113"); or c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or greater. MINIMUM NAIL NOMINAL WIND SPEED V„li R'703.3 SIDING, Exterior wall covering shall be vinyl siding tested a4 1L O 1� d. Four-foot b 8-foot or 4-foot b 9-foot panels shall be applied vertically. STRUCTURAL WALL STUD SPACING by the manufacturer for use in high-wind regions and Installed --t 2-8d common(2 72 x 0.131 ), or Y Y P PP Y PANEL (mph) with fasteners in strict accordance with the manufacturer's O W 18 1"brace to each stud and plate „ „ . Face nail e. S acin of fasteners not included in this table shall be based on Table R602.3 2 . PANEL SPAN SPACING W = 2-1Od box(3 x 0.128 ),or Spacing O Penetration THICKNESS Ed es Field Wind exposure category Instructions for higgh-wind regions. Use stainless steel nails for W I- f. For wood structural panel roof sheathing attached to able end roof framing and to intermediate supports within 48 Size RATING (inches) g p g Y fasteningvinyl sidingon buildings located within 3,000 feet of O 2 staples 1 3/" P g g g PP (inches) (inches) (inches o.c.) (inches o.c.) B C D the ocen line. g inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less � 6d Common 1.5 24/0 / 16 6 12 140 115 110 g 3-8d box(2%" x 0.113");or than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but s R8o2.1 WOOD ROOF FRAMING: Load bearing dimension lumber O 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 -t 19 1"x 6" sheathing to each bearing „ Face nail Douglas fir-larch No. 2 or better. 2-lOd box(3 x 0.128 ),or g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Coininon 16 6 12 170 140 135 2 staples, 1"crown, g s " g g (2.5"x 0.131" 1.75 24/16 %6 16 a., 1 / ion sheathing shall conform to ASTM C 208. ) 24 6 12 140 115 110 R806 ROOF VENTILATION: Soffit vents shall be provided with a 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)(so of the area of the DATE: FEBRUARY 2021 3-8d box(2 y" x 0.113");or blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges f vented space within the soffit. Attic is unvented. 3-8d common(21/2"x 0.131");or supported b framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to For SI: 1 inch=25.4 mm, 1 mile per hour=0.447 m/s. RC105.2 ASPHALT SHINGLES, As halt stri shingle wrappers shall PP Y g q g g g P g PrP � � 9 Pp 3-10d 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 comp lance wit A5TM 0-1158 Glass 6 NOTES 3 staples, 1" crown, 16 ga., 1 4" long supported b framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three- 1 plywood sheathing with studs spaced more than 16 or H,or ASTM D-3161 Glass F,and shall be fastened in g P PrP PP PYPY 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 g J �P 9 P P n9 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%"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%"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 810062 AIR SUPPLY, All combustion air for factory-built 3-1Od box(3"x 0.128");or span rating. Plywood siding rated 16 o.c. or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be provided from the exterior of the dwelling - 4 staples, V crown, 16 ga., 1 4"long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. In accordance with the UL listing. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING JOIST DETAILS Plate nail-16d(0.135"x 3Y2")at Load bearing or braced/shear wall above(must stack over wall below) Load bearing or braced/shear wall above •+ Plate nail, 16d(0.135 x 3 y") 7 12"on-center 1 g R • Plate nail, 16d(0.135"x 3 Yz ) When sheathing thickness exceeds/, 2x stud wall at Floor panel nail- Blocking panel: 1/a"TJ®Rim Board,1 (must stack over wall below when present) R ALLOWABLE HOLES - TJ I� Joists to at 16"on-center 1 �, ® O j • No load bearing Z at 16' on-center trim sheathing tongue at rim board 16' on-center 8d 0.131"x 2/z" at 6"on-center /a"TimberStrand LSL or TJI joist. , „ Z g p' Web stiffener ( ) 1/ hole may be cut O Blocking Anel: wall above Min.distance from Table A Min.distance from Table B y O t ® Plate nail-16d 0.135"x 3Y2" V anywhere in web out- 1/s"TJ Rim Board, 1Ya" required on both ( ) Blocking panel: H Web stiffeners required on 2x4 minimum Web stiffeners DO NOT side of hatched zone TimberStrand® LSL or at 16"on-center* 1Ys"TJ®Rim Board, sides at A2W ONLY Sheathing both sides at A3.4W ONLY squash blocks required each side ® cur or notch flange. TJI joist Floor panel nail- 8d(0.131"x 2Y2")at 6"on-center* boundary nails, at B3W ONLY 1 a"TimberStrand LSL or TJI®joist 8d(0.131"x 2Y2")a 1Y4"TimberStrand® O16" •� N Web Stiffeners required 4"on-center LSL rim board. A) Web stiffeners 6" g" Z Rim-to-joist q required on both J nail each side at A3._W ( 61 B 1 W V LU Toe nail-10d 0.131" sides of both joist 6" L, 2 x D1 D, Closely grouped round Lz 2 x Lz D2 6" 6" - Toe nail, Toe nail, t ® When sheathing ends at 134W ONLY No field cur minimum holes are permitted if minimum No field cut Do not cut O l/s"TJ Rim Board(A3/A3W 9 x 3")at 6"on-center 10d(0.131"x 3") 10d(0.131 x 3") TJI®rim joist thickness exceeds%", 12„ Web stiffeners required DO NOT holes in (applies to all holes the group perimeter holes In holes larger at 6"on-center at 6"on-center only)or ® trim sheathing tongue min. q End of joists at cut holes in cantilever hatched except knockouts meets requirements for hatched than 1'/x"to 1Ya"TimberStrand LSL. g g For rim board thicker than 13/4" on both sides at BIW centerline zones p ) round or square 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 W LU Z Install proper blocking to P 1 Blocking panels may be required Table A - End Support F- W required on both Must have 13/4"minimum at 6"on-center* p p g nail.To nail from TJI joists into rim board. g p y q pp O �j � * sides at Al W ONLY * joist bearing at ends. Attach * support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe B2 B2W Blocking panels may be required with braced/shear B3 B3W with braced/shear walls above or B4 64W Minimum distance from edge of hole to inside face of nearest end support Z to Al Al W A2 A2W rim joist per A3 detail. 8(9(9(9 nail from side of parallel closure into rim board, walls above or below-see detail B1 below-see detail B1 JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE - - *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 A3.3 *For additional installation specifications see Rim Board A3.4 A3.4 1k DEPTH 2" 3" 4" 5" 6Y" 7" 8%" 11" 13" 2" 3" 4" 5" 6;i" 7" 1 11" 13" •• N f� O O O O y W Nail through web-with rowwood backer and N N V 1 Details and Installation in Weyerhaeuser Installation Guide 1Ys"TJ®Rim Board or 1Ya"TimberStrand® LSL, TJI®joist web with 2 rows 10d 0.148"x 3" 110 1'-0^ 1'-6^ 2'-0" T-0" 5'-0' 1'-0" 1'-6" 2'-6" 3'-6" a'-6^ Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. Blocking 1 ( ) 9y„ z10 ,'-o" r-6^ r-s^ 3'-0^ s'-s• r-o° z-o^ r-6" a'-0" s'-o^ < 1 �p for Floor and Roof Framing,TJ-900 1. Nail with 10d(0,131"x 3")nails,one each at panel nails at 6"on-center,clinched. 230 1'-6" 2'-0" 2'-s" T-6" 5'-6" 1'-0^ 2'-0" T-0~ 4'-s" 5'-0" (� N Cl top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3%")nails with 3%"TJIO 360 1'-6" 2'-0" T-0" 4'-0" 6'-0" 1'-6" T4' 3'-6• 5'-0" s•-6" 43 with connections equivalent to floor panel joist flange widths. 560 ,'-s^ 2'•s" 3'-6" s'-0" r-o^ 2'-0" T-0" 4'-0" 5'-6" 6'-0" - 6'-0"length of TJI joist 8"diameter maximum hole for 11%"- , schedule. 110 r-o" r-0" r-6" 2'-0" 2'-6^ T-0" F-6" 1'-0~ 1'-6" 2'-0" 2'-6" 4'-6" 5'-0" 6'-0" # 1Ya"TJ®Rim Board 1/a"TimberStrand reinforcement and filler 16"deep blocking panels;6"diameter 210 r-0" r-6" 2'-0" 2'-0" T-0' T-s" 6'-0" r-o" ,'-6" 2'-6" T-0" F-D" 5'-6" 6'-6" _ 1 LSL.Nail with 10d(0.131"x 3')nails, Attach reinforcement to•oi 11�/ 230 r-o" r-6" 2'-0" 2'-6^ T-0~ 3'-6" 6'-6" r-o" 2'-0^ 2'-6" 3'-6" 5'-6" 5'-6" T-0^ 4'-0"length of 8"diameter maximum hole for 117/8"- withblocY2"a 4'-0"length maximum for blocking panels 9/2"deep one each at top and bottom flange. with one 8d(0.131"x 2Y2")st 360 r-6" 2'-0" 3'-0" T-6" 4'-6" 5'-0" T-0" 1'-6" 2'-6" T-6" 4'-6" 6'-6" 6'-6• T-6" 3/a"reinforcement on 16"deep blocking panels;6' diameter with 9/2"and 11/"TJI® or shorter than 12"long. Attach reinforcement to joist nail at each corner F1 applies to 560 ,'-6" 2'-6" T-0" 4'-0" 5'-6" V-0" 8'-0" z'-6" T-s" 4•-6" 5'-6" T-0" T-6^ 8'-0" +-a 8"diameter maximum hole for 11 one side at E2,both maximum for blocking panels 9Y2" joists. Do not cut flanges. 1 110 ,-o" ,'-o" ,'-o^ 1'-0" ,'-s~ z'-o" 3'-0" 5'-6" ,'-o" ,'-o" ,'-6^ 2'-0" 3'-6" a'-o" s'-o~ e'-o" Web stiffeners /8"-16"deep blocking panels;6" sides at E3 with one 8d(0.131"x 2Y2) g y 210 1`-0" r-0" r-o" r-6" 2'-0^ z'-6" T-6" 6'-0" r-0" r-0" z'-o" r-6" a'-0" 4'-6" V-6" 8'-6" - deep or than 12"long. Horizontal blocking uniform/ Load from above required on both diameter maximum for blocking Do not cut flanges. 1Y8"TJ®Rim Board 1Ya" nail at each corner panels between each loaded joists 14" 230 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" 2'6" 4'-0" T-0" 1'-0" 1'-0" 2'-0" T-0" 4'-0" 5'-0" 7'-0" 9'-0" sides at E1 W ONLY panels 9/2"deep or shorter than TimberStrand®LSL.Nail with joist.Nail to top plate with only. 360 ,'-0" 1'-0" 1'-6" 2'-6" T-6" 4'-0" 5'-6" 8'-0" 1'-0" ,'-6" 2'-6" 4'-0" V-0" 6'-6" 8'-0" 9'-6" v ' 1 12"long. 1 10d(0.131"x 3")nails,one 12"length of 34" connections equivalent to Wood i �cc` 560 r-0" r-0~ 2'-0" 3'-0" 4'-6" 6-0" 6'-6" T.0" 1'-s" 3'-0" 4'-0" 5'-0" T-0" T-6" 9'-0" 10'-o" - /is"m Do not cut flanges. 1Ya"TJ®Rim Board or 1/a each at top and bottom flange. reinforcement on floor panel schedule. backer �ad`�pec o��l z10 ,'o~ ,'o" 1'.0" ,'o~ r-o" r-s° 2'-6" 3'-s" 6'-0" 1-0" r-o° r o" 2'-0" 3-0" 3'-s^ 6'-s~ e'-o" ,r-o" O TimberStrand® LSL.Nail with one side at E5, 12"length of 3/" iecc`e ec ca��oad5 16" 360 Ir r-0" r-o" r-0^ 2'•6" 2=6^ a'-6° s-s" s=o° ,=o° ,=oN r s° 3=0" s=o~ 5'6~ s'o" 10=0~ ,r-6" 10d(0.131"x 3")nails,one Attach reinforcement to both sides at E6 112 e� cR` each at to and bottom flange. Full depth vertical reinforcement on one side �<�� Eo 560 r-o° r-0° ,'-o° r-o" z'-s° 3'-0° s'-o° T-s^ to'-o° ,'-o" 2'-0" T-0" 4'-6" 6'-6" T-o" ,o'-o° ,r-o^ 1r-o" , p g joist web with 3 rows P oa gti'�` as 10d(0.148"x 3")nails at 6" blocking between at ET both sides at E8 F1 neo 4" 5" 6~ 7" 8" 10~ 12" 15" 17" a" 5" 6" 7" 8" 10~ 1z" 1s" 17" Attach reinforcement " on-center,clinched.Use 2 each joist 18„ 360 r-o" r-o" r-o° r-o" z'-o^ a'-o~ s'-6" 10'-o" 1'-0" r-s° 3'-0" 4'-6" 6'-0" 10'-0" 1r-o^ 13'-s" $2x4nimum 0 7 .. E7 E8 Less than 5° 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-6" TO" ,1'-0" 2'-0" 3'-6" 5-0" 6'-6" 8'-0" to joist flange with 2'• � rows with 9%"and 11/a Less than 5" squash blocks 0" 8d(0.131"x 2Y2")nails at 6" a+`� TJI®joists. 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" a'-0" T-°" 1o'-s" r-o" ,••0" ,'-s^ ,s'-s" I Gap*: WEB STIFFENER ATTACHMENT 20 560 1'-0" r-o" r-o~ r-o" 1'-0" 2'-0" 4'-6" s'-o" 1r-s" r-o" 1'-s" 3'-6" 5'-0" T-o" 1o'-s" 13-0' ,a'-6~ ,6'-0~ 1Ya"TJ®Rim Board or •\c� on-center.When reinforcing E5 E6 .L 1 CS Use 2x4 minimum squash blocks to 1Ya"TimberStrand® LSL. Face grain �a� both sides,stagger nails. /"minimum Table B - Intermediate or Cantilever Support transfer load around TJi®joist Nail with 10d(0.131"x 3") horizontal E4 Not for use with 3Y2"TJI®joist flange widths 1" 23/"maximum pp E1 E1 W nails,one each at top and E2 E3 (1Y"for TJI® 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 App/ subf/oor TJIO joist blocking with end DEPTH 2" g•• 4" 5" 6Yx" 7" 8%" it" 13" 2" 3" 4" 5" 6Y" 7" 8%" 11" 13" Apply Web stiffener both sides. adhesive to all blocks installed at Y3 joist-span 110 2'-0" 2'-6" 3'-6" 4'-6^ T-6" ,'-s" 2'-6" T-6" 5'-s" s'-6" Flush bearing plate required. Structural exterior sheathin locations using See sizes below. *With point load from above,and no support hanger height must ® g contact surfaces g below,Install web stiffener tight to top flange 9Y2" 210 2'-0" 2'-6" 3'-6" 5'-0" 8'-0" 2'-0" 3'-0" 4'-0" 6'-6~ T-6" 9 g Double TJI Joist Filler Block: Hanger Backer Block: Install tight Maximum Ya"overhang Flashing two 8d(0.113"x 2y") I Tight fit* (gap at bottom flange) 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% Attach per the table.Clinch to top flange(tight to bottom permitted at beam. nails or 360 T-0" 4'-0" 5'-6" 6'-6" 9'-0" 3'-0" 4'-6" 5'-6" T-6" e'-0" of joist depth nails when possible. flange with face mount hangers). a� 2y2" Nailing Requirements 560 T-6' 5'-0" 6'-0" T-6" 10'-0" 4'-0" 5'-6" 6'-6" 8'-0" 9-4.- Treated P ed ledger o;1°�S�Sp a� styp cal TJI®Joist Series (in)th Stiffener lS Size Type Number Nails 110 r-°" r-o" r-6° 2'-6" a•-o" 4'-6" 8'-6" r-o" r-6^ 2'-s" a'-o^ T-0•' T-0" 9'-6" Clinch nails when possible. g (�` End Intermediate 210 1'-0" 1'-0" T-0" 3'-0" 4'-6" 5'-0` 9'-0" 1'-0" 2'-0" T-0" 4'-6" 8'-0" 8'-0" 10'-0" See fastener 5 5 (+) 117/" 230 ,'-o" T-0" T-6" T-6" 5'-0" 5'-6" 10'-0" 1'-0" 2'-6~ T-6" 5'-0" 8'-6" 9'-0" 10'-6" , , 110 All x 2�6" 360 2'-0" T-0" 4'-0" 5'-6" T-0" 7'-6" 11'-0" 2'-0" T-6" F-0" T-0" 9'-6" 9'-6" 11'-0" 1/a"TJ®Rim Board or 1/a" 210 All / x 2/s IV-0- table below.Maintain 3 �• 5 ++r+i 8d TO mount TimberStrand® LSL 560 1'-6" T-0" 4'-6" 5'-6" a•-O" a'-6" 12'-0" T-0" 4'-6" 6'-0" 8'-0" 10'-6" 1r-0" 12'-0" Top ` 2"distance(minimum)from Option#2: 230&360 All 7/"x 25/8"(" (0.113"x 2/2") 3 3 110 r-o" r-o^ r-o^ r-o" z'-o^ r-6~ a'-s~ 8'-6" ,'-o° r-°^ r-o^ r-s" s'-o" 6'-0" s'-o• 1z'-o^ hanger edge of ledger to fastener. 1 2X strapping installed at/ 16d 210 1'-0" 1'-0" 1'-0" 1'-0" z'-6" T-0" 5'-6" 9'-6" 1'-0" 1'-0" 2'-0" 3'-6~ V-0" T-0" 10'-0" 13'-0" Backer block joist-span locations using two 2 560 All 2x4'21 1 14" 230 r-o~ 1'-0" r-0" 2'-0" T-6" 4'-0" 6'-0" 10'-6" 1'-0" 1'-0" 2'-6" 4'-0" 6'-6" 7'-6" 11'-0" 13'-6" Face mount both sides of web Allowable Load(lbs) 1 „ (0.135'"x 3/2") 360 1'-0" 1'-0" 2'-0" 3'-6" 5'-6" 6'-0" 8'-6" 12'-6" 1'-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" hanger Fastener I%"TimberStrand® " / screws per joist,typical with single TJI®joist 1Y8"TJO Rim Board 18" 4 4 560 1'-0" 1'-0" 1'-6" 3'-6" 5'-6" 6'-6" 9'-6" 13'-6" 1'-0" 3'-0" 5'-0" 7'-0" 10'-0" 11'-0" 13'-6" 15'-0" LSL rim board 560D 20" 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" ,'-0" 1'-0" 1'-6" 4'-6" 5'-6" 10'-0" 12'-6" 16'-0" Option#3: Web stiffeners required if sides of Yz"lag bolt 610 480 Direct) applied ceiling 22"(" (0.135"x 3%") 6 11 16" 230 r-0" r-o" r-0" r-0" r-6" 2'-0~ 4'-0" 6'-6" ,r-0" r-o" 1'-0" r-0" 2'-6^ F-O" 6'-0" 10'-6" 13'-6" 16'-6- hanger top mount hangers,backer block required only Y pp g „� 3so r-o° ,'-o" r-o" ,'-o~ 3'-0° a'-o~ s'-s° ,o'-o~ 13'-s" r-o" r-o" z'-o" a'-o" T-s° a•-s" 13'-0~ ,a'-6° n'-o" H 1 hanger do not laterally support at H2 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 5so r-o" r-o" r-o~ v-0" 2'-6" T-6" T-0" 1 r-0" 15'-0" r-o" r-o" T-6" F-6^ 9'-0" 10'-0" 14'-6" 16'-o~ 18'-0" least/"of TJI foist top flange LA O p y � O conditions.For nailing requirements see page 5,TJ- O (1)PS1 or PS2 sheathing,face grain vertical the bracing options above is required (2)Construction grade or better 4" 5" 6" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" n" 9001,Weyerhaeuser installation Guide for Floor and 3 Web stiffeners are always required for 22"and 24"TJI®560D Joists 1S" 3so 1'-0" ,'-o" 1'-0" ,'-s" 3'-0~ s'-o" s'-o" 1s'-o~ ,'-0" ,'-s" a'-o" s'-s" 9'-0" 14'-6" 16'-6" 1s'-6" _ V Roof Framing,TJ-9001. 5so r-0" r-0" r-0" r-0" 2'-0" 6'-0" 10'-0~ ,s'-6"A]l^ 3'-s^ s'-o~ e'-s° 1BEAM DETAILS FASTENING of FLOOR PANELS 3so o" ,'-o" ,' 1'-0^ 3'-0^ s'-o~ „'-o" " ,' 1'-s" a'-o" 7'-0" ,z' ,s'-s^ 19'-0~ 21'-0"Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES205so 1'-0" T-o" 1'-0" 1'-0" 1•-0" 1'-6" LU 1 , m I- TJI®(1)(z) Rim Board 1Y2' TJIS Joists 110 210 230 or 360 560 Rectangular holes based on measurement of longest side. LU BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and ia"TJ®Ri 1Ya" TimberStrand®LSL Microllam® Parallam® 9Yz"or 9Yz"or 14"or ' " • Leave Y8'of web minimum at to and bottom of hole. DO NOT cut joist flanges. ILI m 9/ or 14"or 18"or T 14"or 18"or (minimum) p i g Z 1 Z and 230 560 Board TimberStrand®LSL or wider LVL PSL Depth 14" T T Ir BEARING AT WALL 11/a" 11/a" 16" 11/" 16" 20" 16 20" Tables are based on uniform load tables in current design literature. OR WINDOW HEADER CONNECTION CONCRETE WALL g � Z <'t 8d(0.113"x 2Y2"),8d(0.131"x 2Yz") 4" 3" 6" 4" 3" 3" 3" Filler Block(1) 2x6+3/" 2x8+%" 2x6+Yz" 2x8+Y2" 2x12+y" Two Two Two - - J U_ O -1 W t ® Strap Er code if to late 2x6 2x8 • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole maybe located - Z W 1/a"TJ Rim Board or p p p P (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 r� \ � 1 10d(0.148'x 3'),12d(0.148"x 3Ya") 6" 4" 4" 4" 4" at the center of the joist span provided that no other holes occur in the joist. v J"' Q Z 1/a"TimberStrand® LSL or is not continuous over 3 „ 3 „ Q T" O 16 Cantilever 2x6 2x10 2x6+/ 2x10+/ 2x6+Yz" 2x10+y" N header 16d(0.162"x 3�") 6" 6" 4 8" 6" Not } blocking for lateral Support 3 Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing applicable Not applicable - O Z (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) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long pp ALLOWABLE HOLES Headers and Beams 'I� (L z I-- Q LU panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block(1) ® 0. LU > (V W 00 Strap per COdE;if to blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI ®joists. s „ 3 " 3 „ T , P .55E TimberStrand LSL Headers and Beams P P P (Detail F1 / or/ / or/ /a or 1"Net 2x6 2x8 2x12 _I (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least Y�'and staggered. O } < plate is not continuous or H2) • (3)With 10d(0.148"x 1'/")nails,spacing can be reduced to 3"on-center for light gauge steel straps. 2 x diameter of the over column `- Top mount (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1 3/"(to avoid splitting). r,f Knein. 0,increase filter block height for face mount handers and maintain/"gap at fop of joist;see detail W.Filler and backer largest hole(minimum) Q (� V? ock dimensions should accomodate required nailing without splitting(12'minimum for backer blocks and 24"minimum for filter blocks), 4 hanger (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 38"(to avoid splitting). %depth (►n/ O 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 " " Column wood from direct recommendations listed above. hanger contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser installation Guide for Floor L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing, TJ-9001. 0 0 O ■Nailing rows must be offset at least y"and staggered. 0 0 0 0 0 1.55 E TimberStrand®LSL literature for framing connectors ■14 ga.staples may be substituted for 8d(0.113"x 2 Y")nails if minimum penetration of 1"into the TJI®joist or rim board is achieved. ■Maximum nails spacing for TJI®joists is 18"on-center. Joists must be laterally supported at Header or Beam Maximum Round p 1 cantilever and end bearings by blocking 9Ye Depth Hole Size (� 1- Multiple-Member Connections for Top-Loaded Beams panels,hangers,or direct tattachmentto �j p p a rim board or rim joist. " $ 11Y4"-11'/8' 3%" Fastener Installation Requirements TJI®joist framing does not ,a"-,s" asi" Piece #of Fastener require bridging or mid-span El General Notes See illustration for allowed hole zone i""••r?tt'^•• blocking • Allowed hole zone suitable for headers and beams with �� •. _ Width Plies Type"' Min.Length #Rows O.C.Spacing Location When fasteners are required on both g r uniform and/or concentrated loads anywhere along the member. ;� ,. ,.,.•" sides,stagger fasteners on the second 10d nails 3" 3(2' • Round holes only ;`' 1-�"•;a . ft,t <J BEARING AT 12" side so they fall halfway between I'� PTc: �"o„�.r 1 •.1 zi • No holes in headers or beams in plank orientation. COLUMN 2 12d-16d nails 3 Y4" 2 One side fasteners on the first side. Screws 33/"or 3Y2" 2 24" H2 Other Trus Joist® Headers and Beams ' 10d nails 3" 3 • a, DO NOT bevel cut joist Al 12" Both sides Rim board joint : :3y► ;,t ,•-;ti. . t'� DO inside face of wall. Microllam® LVL " 12d-16d nails 3Y4" 2 E2 between joists DO NOT seat cuts / g 9 1.3E TimberStrand® and Parallam®PSL 13/4" 33/"or 3Y2° Both sides Load must be applied event across on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y3 depth rf��r�,�+ ,,,,tp +y,r•.• Screws 2 24" PP Y face ofsupport member. largest hole(minimum) 5" One side entire beam width.Otherwise,use Verify column capacity 10d nails'3j 3" 3(2' One side connections for side-loaded beams. DO NOT cut,notch or drill and beam bearing (per ply) except as indicated in L5 12 12d-16d 3' 3Ya" 2'2' d holes in headers or beams DE IVEREQ OCT 2 6 2021 O length.See current 4 0 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 6 3/4" One side L6 form a header or beam of the required size,up to a TJI®rim joist 5"or 6" Both sides maximum width of 7" Microllam® LVL and Other Trus Joists Beams (� 1Ys"TJ®Rim Board or 1 a" Parallam®PSL JO Header or Beam Maximum Round TimberStrand LSL. p 3/z' Screws 2 24" L3 ® allowed hole zone Dem Hole size A2 middle Y3 span 43/" V O 1 2 6%4' One side O � Y2'bolts 8" 2 24" 3 �` (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. 61 L1 d 1.3E TimberStrand®LSL allowed hole zone d , "-2 12" COLUMN D ETAI LZ) (2)An additional row of nails is required with depths of 14"or greater. 7/a 20" 2" % (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. H1 See Illustration for Allowed Hole Zone O O n • r General Notes I to B2 • Allowed hole zone suitable for headers and beams with uniform loads only. O Z O BEAM ON a Round holes onlyQ COLUMN CAP NAILING AT BEARING (FLOOR) L5 O ' \ TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist 63 • No holes in cantilevers. F- v m • No holes in headers or beams in plank orientation. X Ot ® (Load bearing wall above) 'V� 1/8"TJ Rim Boa"d or 1Ya"TimberStrand® LSL. Joist may be shifted up to 3"if Use B1 Or B2 at (�/ One 10d(0.128"x 3") floor ane/edge is supported orted P l� O� � - P g PP O B4 intermediate bearings WARNING +�- •fl- V 0 )_ t�- One 8d(0.113"x 2%") nail into each flange and span rating is not exceeded, O O O � Z - nail each side.Drive Do not cut joist flanges, with load bearing Dr Joists are unstable until braced laterally d- nails at an angle at braced/shear wall BracingIncludes: O IK Plumbing Drop Blocking • Sheathing least 1�"from end. End of joists from above O Y Q � L O P1 9 g Strut Lines j��j,/j at centerline Hangers Rim Board • Rim Joist - V < < Q Z �-� 3%"minimum of support L2 1 j�_ 0. COLUMN BASE 3 intermediate bearing Also see detail B2 J 11.� 1/a'minimum end bearing 9 single-family applications 5Y4"may be required s OL Z 9 Y Pp l � 0. for maximum Shear transfer:Connections equivalent capacity H o O T p- ~ �_ -nI to floor panel nailing schedule • �, < l� Rim to TJIO Joist O • DO NOT walk on joists DO NOT walk on joists DO NOT stack building until braced. that are lying flat, materials on unsheathed tV s? ?'�° '' `'�' 1 ® TJI®560 rim joist:Toe o Y g 1/e"TJ Rim Board, Additional joist is required if p IJ 111/4"TimberStrand® LSL or nail with 10d(0.128"x 3") O o INJURY MAY RESULT. joists. Stack only over floor panel edge is unsupported L4 �W F- TJI®110 rim joist: nails,one each side of .• : WARNING NOTES: beams or walls. X P2 1 or if span rating is exceeded, o Exterior Deck aL� O One 10d(0.131"x 3')nail TJI®joist flange TJI9560 :' •'. O LA DONOTusesawn Lack of proper bracing during construction can result in serious -•I U1 0 Attachment lumber for rim accidents.Observe the following guidelines: O 2 into each flange floor joist •'.•a Structural g 9 )j TJI®210,230,and 360 rim o board or blocking, 0j {- INSTALLATION TIPS ,,• • ,:•• sheathing 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI foists must be completely installed and properly nailed. ELEVATED I I joist: O as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be 1j1 COLUMN BASE F--t One 16d(0.135"x 3YZ')nail •Subfloor adhesive will improve floor performance,but o after installation. accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. Q 13/4'minimum bearing into each flange Top View may not be required. O Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each O to Locate rim board joint between joists. O Safety bracing(1x4 engineered lumber. joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at 8'on-center(6' worker or one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJI® 110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. ®' , O H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. ' of a TJI joist(with web stiffeners)is not a substitute concrete 1/2°knockouts at extended to a braced end wall. 6.The flanges must remain straight within 1/2"from true alignment. 1Y8"TJ®Rim Board or 1/4" for squash blocks or blocking panels, approximately Fasten at each joist with '':s �;?: •~' TimberStrand® LSL. 12"on-center two 8d(0.113"x 2%")nails minimum Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this DATE: FEBRUARY 2021 P `:z:`'• •When joists are doubled at non-toad bearing paraffef (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit Ay.com/inform, Optional plumbing or HVAC. P3 non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or of wall or beam I-JOIST DETAILS grout One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, T - or minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. 1y"minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information. A - a . :' w Kidd.Drty ... ... ..,.. SITE PLAN D _ arta ATA N e . r a TTI LEGEND: .. . . ;�; �,, <� ZENITH PROPERTY GROUP LLC �. ;�_. .�... ...:....... � . �;`�� ; -mow r. PROPOSED BOLDING 3055 STANLEY RD. MATTITUCK NY 1 1952 ;,: " • " ,> - 1000-106.00-08.00-069.000At , r• - k PROPOSED ASPHALT DRIVEWAY49,208 _. "�••:," cx°' SITE AREA. 1 .130 ACRES SF •r , ° .,... . >,. , •w. --- — LIMITS OF GRADING. 43,400 SF /0.99 ACRES PROPERTY LINE - :. . .,• z, NO WELLS LOCATED WITHIN 100' -•Q�- PROPOSED CONTOUR SICK l °: ..•., '�', ... 11.0 EXISTING CONTOUR 9T(/ "m _ PROPOSED SEPTIC TANKTBO<I FVe<o�N Mattiekk Hills PROPOSED SANITARY LEACHING POOL C �ArF UST 45m " �i PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL h PROPOSED SANITARY PIPE rt , —D , PROPOSED $ ADS ROOF DRAINAGE PIPE oa IL /. 9::.. SS. 0 Wi PROPOSED8 0 DRAINAGE STRUCTURE SOLID COVER SfCN .. O FI ;U PROPOSED WATER SERVICEIAF<OpN PROJECT -a— PROPOSED SILT FENCE t+'gTF� UST LOCATION e -� EX. UNDERGROUND WATER Eiji: - I 2 A , DEPTH EXISTING ). / 6r+1 is P GRADE f . .� �• , '' � `rte � �, �� a ,��. ... •�< ;! ,.•��r. ,`,: �;' _... ,.. DARK BROWN LOAM 0.5' .'.. 47.5' -55/ BROWN AND PALE GRAY SILT 3' LOCATION MAP BROWN CLAYEY SAND L y SCALE: 1 = 1 ,000, 8' nnJS / --J I - - � C \U, / 8" THICK REINFORCED CONCRETE COVER40 CONCRETE SLAB BELOW GRADE •`c r'�.�, / •• _ SEDIMENT ON SITE SILT FI _ SURFACE AS PER SITE PLAN E E \ / _ 'o PALE TO BROWN FINE TO �I,C�,;t��P� _�_�ofL STOCKPI MEDIUM SAND WITH GRAVEL IN F� 1 AREA L LAYERS J _- ,<•' ,-: ' . \ NN Eq 500 3f" t 1 ,.r 4•. x;;:- RECAST CONCRETE :iri:Vit. :.;are.z t::..n:-•Y.. "• aw.,..R,•ti .+ .Y •�. 10 : J / ••i.!1 T :, .v t.a,•i.x<. I,e..t.:a'.�. .n,l•.. i:* S K ``"~ .'. `.: :=,,••r? ,:..,: o CHIMNEY Y• T•'tire•.. I !r �.i�<i-:.• C � Awa;1{' r w:+r ' I \ ✓,. ,L a,•."•C''� ,i-Ku"A it f's"`L'3fN!+'�'}.�:'Y+iET„'r,r 0 __ Q t•xti�'C�:`.,yY.•�'S� •i'�Y.i �.».,c•:!.'^•'•, � _?' •^�Y:•y:•.a:'�',`.• a— III I ' \ O �'`' fi'ft'y' S..•..•.^k':e'.•C'•. ..+'V.�•i•Y.. :. 5 • � a.�:�'-" s .r:�t�y4��:ie.a. .��. .:'"�.::'� .a�:+e•,\C u i`1i;+ o . ::.,4!µm-�r4'i.^:.`;,d� .1.^^...•,fig` •1,..'•'•`,.,``,,.. }..�,F.� Gfc:*��.r..J:y�.�' N Z (1_1111 TEST HOLE BY MCDDNALD GEOSCIENCE o M DECEMBER 23 2020 nay >� _ 8" ADS DRAINAGE PIPE f � �..�.� „•, rti �T T;S i••S:Y/� /'�T+•...•N<. 'rV.'yt=s•: 5e„�f�y1'.. .,a1'a.:1.'1.. d• ®® ' + — / I' I \ / '�:+5r ::i- „•,., .ti�>•�.s.�.•7�f' iy.r.:,!.`'.Y rr�s:•.tt,,.!. o 11111'r ° J �• 6” ADS DRAINAGE PIPE FOR (NO WATER ENCOUNTERED) 1 0 / / -' ®®® HIGHEST EXPECTED GROUNDWATER 0 EL. 0.50' 2 - /� \ OF COMPACTED Ek4 ST -BLEND c4, TRENCH DRAIN ONLY. \ OF COMPACTED 3/4'STONE BLENQ OR N.Y. ®®®® ® 1 _ _. - '- --. I, \ _ STATE D.O.T.APPROVED R.C.A.FILL TO 18' Q �� - - [a. ABOVE COSTING GRADE FOR _ F. TEST HOLE #4 _ SEE TEST HOLE LOCATION MAP --- - co / - / w ®® � ,, PLAN VIEW � _ C � --� fir- � / 2�, �� \ - l,,.n� a I I I I I ++ // / DW3\ � 7V - - ®� L < < _ ✓ R 0 A D CLEAN SAND & � / ,� / VJ b' ,- _ COF15tRllC'RON ENTRANCE-FOUNDATION OF COMPACTED t GRAVEL FILL. ' / i / 3/4'STONE BUM OR N.Y.STATE D.O.T.APPROVED R.CA GROUND FILL TDIB' Min. ABOVE EGSTING GRADE FOR DRAWA E. ._._ /56' � ?t',.z � � - �' sat FFT+t�c (Min.) WATER 2'-0" Mir. 8'-0" Diameter 2'_0" Mi CLEAN SAND & CROSS SECTION GRAVEL FILL. 1 TEMPORARY CONSTRUCTION ENTRANCE ; ' �? ` �i�F "� TYPICAL SECTION @ LEACHING POOL (DW) Sodc NTS i -55- - 3, •,l`'\ 2" HEAVY DUTY BAR GRATE, HOT ? " O ( �,S �/1/ y� �i� / 0 M' o C. DIPPED GALVANIZED, 1.5" O.C. 1 -q" -4 AI z'• 8 l O POOL 'o Y /. t, :r ; o2 3/4" DIA. OyC \ IF ANGLE FRAME HOLE 4" y rrr DEEP FOR CONNECTING t , 10 ar rj y -e- a. -2 " PIN " pr J 1 �\ .�\`S,9CF �Y 7 —ROOFLEADER / FE\ t. . 6 0 O �� A A ,. 9" _/ TRAN (TION _ :,:•,• < \�� { / CAST IRON CLEANOUT "T" \: I _ 55 �+ TI ", ! BRAN H WITH BRASS OR VA _� END VIEW O-"`` BRO ZE THREADED PLUG SAND BAG 55- J r� l?70 ✓ a °. .a' e „ 36" MINIMUM 2 x 2 't °., ` 4 CAST IRON PIPE FENCE POST �" fur �\ IMPERMEABLE F '� '•. 0 1% MIN. PITCH GRADE PLAN L LPI SHEETING ` T q q WOVEN WIRE FENCE " _3" "I y NOTES \F (6 x 6 - 10 / 10 WWF) -6'-," 2" i - 1. CONCRETE DESIGN STRENGTH DW2 I / S� (— - FILTER CLOTH f \F ` \ / SECTION —- -- PER ASTM C31, 4,000 PSI AT 28 DAYS �R ,.� k% ` 4j LOCN 4"I+- 2. REBAR ASTM A-615 GRADE 60 \ �� S :. �, 1:1 OR FLATTER U k :' c �'.. \, SIDE SLOP — - . oP F. I� oQ ¢ O O O O O O E I 3. WELDED WERE FABRIC ASTM A 185 ,- 4. TRENCH DESIGNED FOR AASHTO H-20 LOADING � � +r 8" ADS EMB F TER CLOTH •. ••• . ? r.0 S4 9 G 1-6—rJ -0 �t SLOPE ® MIN. 6" INTO GROUND f" ., '+.. .. .•.. :.. q / S �P �oQo CONCRETE WASHOUT DETAIL —°1 4" SOLID BLOCK 54 F ' ' / �o ROOF LEADER DOWNFALL DETAIL NOTE: OMIT END WALL FOR INSIDE SECTION MAXIMUM DRAINAGE AREA 1/2 ACRE / 100 LINEAR FEET SECTION A-A N.T.S. 4 so_ T� � `\ - SECTION DETAIL TYPICAL TRENCH DRAIN r DETAIL \ / SILT FENCE DETAILS N.T.S. STORMWATER DRAINAGE NOTES: DATE BY DESCRIPTION APPROV. BY CALCULATIONS: 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED �_ �- ---s3--�. ' -, AS A MINIMUM. REVISIONS w .... -53 REQUIRED DRAINAGE CALCULATIONS: 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES \ P (� (2" RAIN EVENT) SHOWN, THE CONTRACTOR SHALL COMPLY WiTH ALL ADDITIONAL MEASURES TOWN O F S 0 U T H 0 L D U � �.'_-J v DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE COURSE OF THE CONSTRUCTION. +, IMPERVIOUS (ASPHALi) = 2,100 SF SUFFOLK COUNTY NY 4-, 0 C=(1,400 X 1)= 1,400 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE E + �.c� 1.400 X 2"/12" NFAL )= 233.33 CF INSTALLED PRIOR TO DISTURBING ANY SOIL OR MILLING OF ASPHALT O Y � 9 PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS IMPERVIOUS (ROOF) = 2,020 SF WITHIN THIS CONTRACT OR AS DIRECTED BY THE ENGINEER. THE THE FIELDS AT M ATT I T U C K \ L CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND REMOVE C=(2,020 X 1)= 2,020 COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY THE 2.020 X 2"/12" INFAL)= 336.67 CF ENGINEER. COLLECTED MATERIAL SHALL BE DISPOSED OF PROPERLY TO AN \ N OFF—SITE LOCATION AS DIRECTED BY THE ENGINEER. LOT 15 S T O R M W A T E R � � \ PROPOSED DRAINAGE CALCULATIONS: 0 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTiL ALL 1 Q) \ ASPHALT DRNEWAY (DW1) SEDIMENT CONTROL MEASURES DEPICTED ARE IN PLACE, AND APPROVED 233.33 CF REQUIRED BY THE ENGINEER. ��p"- ANEWY MANAGEMENT SITE PLAN r— \ 8.0 DRYWELL= 233.33 CF/42.25 CF/VF= 5.5 VF 5. STABILIZED CONSTRUCTION ENTRANCE SHALL REMAIN FOR THE DURATION CC N PROVIDE: (1)80 LEACHING STRUCTURES 03' DEPTH OF THE SiTE WORK UPON COMPLETION OF WORK IN SEQUENCE. �� i 00 * CONSULTING ENGINEERS SOUTHCOUNTRYIATA YORK C. N C> ROOF (DW2 & DW3) SITEPLAN 333.33 CF REQUIRED I 11 8'0 DRYWELL= 336.67 CF/42.25 CF/VF= 7.97 VF THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS F t „ , PROVIDE: (2)80 LEACHING STRUCTURES 03' DEPTh ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS , /,� Designed By: MF/CFD Scale: AS NOTED Sheet No. cn SCALE: 1 = 20 AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS WS Jed �-a ` UNDER THE DIRECTION OF T LICENSED PROFESSIONAL �^ FEBRUARY 2021 ` ,/T, cJl V{i/ Drawn B M F Date: ENGINEER, WHERE SUCH ALTERATIONS ARE MADC,THE 97 O N 0 20 40 PROFESSESCRIBE IONAi.ENGINEER MUST SIGN, SE�U., DATE AND � c y: LL Feet DRAWING AND/OR IN HE FULL E S SPECIFICATION OF THE ALTERATION ED. CSS1n�4�\! 6 SECTION 7209-2). _. Approved By: RAS File No. 20099.000